HomeMy WebLinkAboutTRUSSRANEY COMPONENTS
/Ic Qney 19900 Independence Blvd.
Groveland, F134736
Components, LLc one: (352)429-9429 • (352)429-0304 • Fax: (352)429-7429
Cover Sheet
Order #
JOB # 136DCS015
Printed: Fri, Oct 13 2017
rJVU Iitfullltalluff.
Address:
EOR Name and License Number.,
:ustomerldame:
Creekside Lot 15
)R Horton
8413 Cobblestone Dr
rescription:
City, State, zip:
[EBB 1828-Cali "D" LL OL
Fort Pierce, FL
i nariinrf infnrmatinn-
.. ----------------
Roof Loads:
Floor Loads:
TO Live:
TC Dead:
BC Live:
BC Dead:
TC Live:
TC Dead:
BC Live:
20
7
01
10
0
0
0
Bldg, Code:
Wind Sid:
Wind Speed:
Bldg. Useage:
Building Type:
FBC 2014 RES
ASCE 7-10
160
Residential - CAT II
C
BC Dead:
0
Wind Type:
MWFRC & C&C W/M
Pages or sheets covered by this seal from: 1 thru
27 Total 27
# DESCRIPTION SEQNO #
DESCRIPTION SEQNO
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DESCRIPTION SEQNO
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DESCRIPTION SEQNO
1 Al 2
AtA
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 EJ31- 22
13J5
23
BJ3
24
BJ1
25 BAL 26
CH
27
CJ31-
Digitally signed by Manuel Martinez
DN: r--US, a=lden`rrustACES Business
Representative, ou=M AND EASSOCIATES
+�e,�P.A., cn=Manuel Martinez,
.92342.19200300.100.1.1=A0109800000014
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C / Date:201 : 0.1315A1:14-04'00'
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Page 1 op
Job Number: 136DCS015
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL
Truss Label: Al
T10"
T10"
12
6
M
fn
5X6 C
=-4X6(A2) B
A
P
112X4
r1' 7'8"11 4'3"5
T8"11 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
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: h/2 to h
Spacing: 24.0 " 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
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 (0.113W.5",min.)nails
@ 6" oc.
Tray Scab(s)
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
panel point: (0).
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.
—IMPORTANT** FURNISH THIS
a division of
any
14-4"7 19110"
6'6"7 5'5"9
s�3X4 D,1�
Ply: 1 SEQN: 635692 / T10 / COMN
Qty: 16 FROM: AH DRW:
Wgt 221.2 Ibs .. / ...
25'3"9 31'10" 39'8"
VY9 6'6°7 T10"
E=5X6
Fa3X4
[((a) ',5X6
(a) G
= X4 = X8 =3X4 = X6 1112X4
10/13/17
5'9"1
59"1 1 2'0"
7'8"11
41
12
91400
2Ta33"5"
I 51
5I 39'8"
47
ow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
NA Ce: NA
VERT(LL): 0.178 M 999 240
B 1 1650 / 709 / 961 / - / 445
/ 8.0
NA Cs: NA
VERT(TL): 0.388 M 999 180
H 1650 / 709 / 961 / - /-
/ 8.0
)w Duration: NA
HORZ(LL): 0.075 J - -
Wind reactions based on MWFRS
HORZ(TL): 0.163 J - -
B Min Brg Width Req = 1.9
de / Misc Criteria
Creep Factor. 1.5
H Min Brg Width Req = 1.9
g Code: FBC 2014 RES
Max TC CSI: 0.632
Bearings B & H are a rigid surface.
Std: 20D7
Max BC CSI: 0.549
Bearings B & H require a seat plate.
3 Factors Used: Yes
Max Web CSI: 0.605
RT:20(0)110(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
to Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
EVE
VIEW Ver: 16.02.01 D.0314.13
A - B 27 0 E - F
1108 -1899
B - C 1442 -2961 F - G
1263 -2430
C - D 1263 - 2429 G - H
1443 - 2962
D-E 1108 -1899 H-I
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
B - P 2568 -1123 M - L
2082 - 814
(
P - O 2566 -1123 L - K
2567 -1129
O - N 2566 -1123 K - J
2567 -1129
��. M
N - M 2081 -789 J - H
2569 -1129
Maximum Web Forces Per Ply (Ibs)
'�f2..
Webs Tens.Comp.Webs
Tens. Comp.
e
P- C 286 -13 M- F
468 -735
C - N 387 -554 F - L
483 -204
e
N - D 482 - 203 L - G
387 - 554
w
OF
D - M 468 - 734 G - J
E-M 1338
286 -15
gypsSTATE
p -
-714
40 015A38 FF 51B 8186 813 7F 48 00 99 2E 85 FB
Tug 1tamlaasb^ aWd asaW4 L7Zarx1 Mattinea,
FE(n.. nc.,T7iol= th'qem sfo as sn string a sfij64
as.Y�tlsenCcaau'�.s.esdr-
r+btad eo ir< 'st doccs..saptara at dd�A sfpwd timind
Zea. a.A>Tonavrdmtmrk
dins.. t
LOW ALL NOTES ON THIS DRAWING!
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
aping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
y practices prior to performing these functions. Installers shall provide temporary
have properly attached structural sheathing and bottom chord shall have a properly
:rai restraint of webs shall'have bracing installed per BCSI sections B3, B7 or 910,
ition as shown above and,on the'JoinQDetails, unless noted otherwise. {2efer to
", .
shall not be responsible for any deviation from this drawing any failure to build the
ppinnq, installation and bracing of trusses.A seal on this drawing or cover page -
toal engineering responsrbIIity solely_for the design shown. The suitability
Job Number: 136DCS015 Ply: 1 SEQN: 635695 / T13 / COMN
4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty. 1 FROM: AH DRW.
Truss Label: Al Wgt: 254.8 Ibs / ... 10/13/17
7'10" '1 144"7 19'10° + 22'6"4+ 28'8" 31'10" 398"
7'10" 8'6°7 5'S°9 2'8"4 4'1"12 52" 7'10"
m
in
0
T
N =4X6i
135 I
E===6X12
t12X4 =3X6 m3X4 326X8 1112X4 612X4 =5X10
�1' T8"12 13"4 2'0"1 69"1 2'10" 4' 510"1 T11"15 1�
T8"12 12 14'D°1 19'10" 22'8" 26'B° 31.81 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
Des Ld: 37.00 EXP: C
Des Ld:: 37.00 Mean Height: 15.00 ft
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
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4'T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Tray Scab(s)
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
panel point: (0).
Wind
Member design based on both MWFRS and C&C.
Snow Criteria ft,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pf: NA Ce: NA
VERT(LL): 0.233 F 999 240
Lu: NA Cs: NA
VERT(TL): 0.539 F 876 180
Snow Duration: NA
HORZ(LL): 0.124 K - -
HORZ(TL): 0.286 K -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.615
TPI Std: 2007
Max BC CSI: 0.548
Rep Factors Used: Yes
Max Web CSI: 0.972
FT/RT:20(0)110(0)
Mfg Specified Camber:
Plate Type(s):
WAVE, HS
VIEW Ver: 16.02.01D.0314.13
5t!KtAl" '
40015A38FF5381BO8B7F 48 00992E85FB
Tbk Item USbem dkatg7 yS�mad ud sc WbyV.2a 9rnmtin",
.FE fA. IPc.047,122f en the rzt. hown afro WOO a 5K41
aa-#tetrtica.atzaxle.
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M the A.# entsra9 armfle n.t 6itweAW mamgdebvnk
=1at.
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 1557 / 708 / 960 / - / 445 / 8.0
1 1557 / 707 1959 / - /- 18.0
Wind reactions based on MWFRS
B Min Brg WidthReq = 1-8
I Min Brg Width Req = 1.8
Bearings B & I are a rigid surface.
Bearings B & I require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B
27 0
F- G
1417 - 2556
B - C
1439 - 2761
G - H
1754 - 3391
C - D
1261 - 2220
H - 1
1434 - 2754
D- E
1106 -1732
I- J
27 0
E-F
1511 -2512
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-S 2391 -1120 P-O 20 -9
S - R 2388 -1120 N - L 2965 -1290
R-Q 2388 -1120 M-K 26 -12
Q - P 1897 - 788 K -1 2382 -1121
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
S-C
286 -13
N-F
214
-147
C - Q
384 - 563
N - G
578
-1048
Q - D
458 -199
G - L
869
-407
D-P
471 -682
L-M
71
-3
E - P
59 - 531
L - K
2552
-1201
E - N
2267 -1099
L - H
634
-187
P - N
1880 - 659
K - H
466
- 869
N-O
18 -1
*"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, by TPI an[7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
aid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
le. Apply Plates to each face oftrussand position as shown above and on the Join f Details, unless noted otherwise. (2efer to
a division of
any
its drawing,any failure to build the
on this drawing or cover page
Le design shown. The suitability
Job Number: 136DCS015 Ply: 1 SEQN: 635697 / T1 / COMN
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL L Qty: 1 FROM: AH DRW:
Truss Label: A2 Wgt 221.2 Ibs / ... 10/13/17
T10"
19'10" 25'38 31'10" f' 39'8"
5'5'8 55"8 6'6'8 7'10'
E
04X4 D F%3X4
12
6 p
m �
o C G o
(a) (a)
a3X6(Ai) B I Hm3X6(A1)
A jel
P O N M L K J
1112X4 Sa3X6 63X4 WX8 WX4 ea3X6 012X4
13'4"
7'8"12 4'3'
'8"4
712 12'
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10 I
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 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.97 It
Loc. from endwall: not in 4.50 It
GCpi: 0.18 I
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 1x4 "T" reinforcement. 60% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Plating Notes
All plates are 5X6 except as noted.
Tray Scab(s)
(1) 2x40-1-4 x SP #3 scab at left end. Attach scab to
face of chord with: Nails @ 8" oc, plus additional nail
clusters at BRG.: (0), heel: (0), 1 st panel point: (0).
(1) 2x4x0-3-11 x SP #3 scab at right end. Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
panel point: (0).
Wind a
Member design based on both MWFRS and C&C. ai
59" 2'1' 4'3"4 T8"13
14'1" 19'10"
}
257" 27'8" 3111'4
+1�
)w Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or `=PLF
NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Loc R 1 U / Rw / Rh / RL / W
NA Ce: NA
VERT(LL): 0.040 J 999 240
B 492 / 205 1310 / - 1445 / 8.0
NA Cs: NA
VERT(TL): 0.098 J 999 180
Q' 317 / 142 / 183 1- / - 168.0
tw Duration: NA
HORZ(LL): 0.014 J - -
H 895 / 408 1659 / - / - / 8.0
HORZ(TL): 0.032 J - -
Wind reactions based on MWFRS
ie.1 Misc Criteria
Creep Factor. 1.5
B Min Brg Width Req = 1.5
g Code: FBC 2014 RES
Max TC CSI: 0.531
Q Min Brg Width Req = -
Std: 2007
Max BC CSI: 0.451
H Min Brg Width Req = 1.5
Factors Used: Yes
Max Web CSI: 0.695
Bearings B, Q, & H are a rigid surface.
Bearings B & H require a seat plate.
RT:20(0)/10(0)
Mfg Specified Camber:
le Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
VE
VIEW Ver: 16.02.01D.0314.13
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 E-F 350
-25B
B - C 205 -470 F - G 516
-769
C-D 410 -109 G-H 707 -1335
D- E 342 -229 H- I 27
0
Maximum Bot Chord Forces Per Ply (Ibs)
AA�'
Chords Tens.Comp. Chords Tens. Comp,
AA
B - P 494 -373 M - L 596
-137
P - O 489 - 373 L - K 1117
O N 489 373 K J 1117
-467
NO
�Cpe
;0N
- - -
- M 640 -670 J - H 1120
-467
-467
e
f.
'
Maximum Web Forces Per Ply
n �
e
(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
.
+
P - C 318 - 33 M - F 484
-707
10*0 % SSA
C - N 423 -637 F - L 486
N D 574 L G 404
-221
599
- -1077 -
D M 669 267 G J 298
-
20
- - -
-
.rem
E-M 70 -151
0 015A38 FF 5B 81130 tag 7F48 00 99 2t85 FB
snit mlunbnsnwd=aladtrg Maze l Kurth",
(fL. tic.C4zta21 an tha crate shaven abavm tr.2ng a SRA<2
Lhaht=&ncod .
stud cwbnof rbas dcc=rrA= not ccrzi&T2d sots and vaand
6 the se Az zuthcntsatiaacada mtcat ba *wifrd err n7dacttmnlz
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingq handlin��s
hippi g, installing and bracing. Refer to and fallow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) afetypractices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted oTherwise,top chorshall have properly attached structural sheathing and bottom chord shall have a proper y
attachetl riggid ceilingg Locations shown for permannt latera! restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as c pl! 15 0 Appty plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
drawings 160A-Z for in
dard plate postins.Alpineadivis!nofIBuildinlCorn nents Group Inc.•shalI not be responsble for any deviation from this drawing,any failure to build the
trussin conformanceh ANSIJI PI 1or for handling shlppinp, installation and bracing of trusses.A seal on this drawing or cover pa e_listingthisdrawinggicates acceptance of professio�a engineeringg responsibility solely for the design shown. The suitability
nd use of this dg for any structure is the responsibility of the 8uiiding Designer per ANSI/TP11 Sec.2.
For more information see this iob's general notes Mae and these web s@es: ALPINE: www.aloineitw.com: TPI: wwwAmnst.om: SBCP: www.sbcindusW.com: IM www.iccsafe.om
Job Number: 136DGS015 Ply: 1 SEQN: 539422 / T11 / GABL
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH I DRW:
Truss Label: A3 I Wgt: 361.2 Ibs Page 1 of 2 .. / ... 10/13/17
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
1' T10°14 + 14'4°8 19'10° + 25'3°8 31'92 39'8"
T10"14 6'S"9 5'5"8 5'5"8 6'5"9 T70°14
l+ 92-^i�14-! I- z8• �i
-13'8" S
1' T8.13 6'3"3 510" 5'10" 6'3.3 TB°13 1'
F + T8.13 + 14' * :NJ 25'8" + 31'11"4 + 399j°
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 h12
C&C Dist a: 3.97 it
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
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 "13B" 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
@ 6" oc.
Special Loads
-(Lumber Dur.Fac =1.25I Plate Dur.Fac= 1.25)
TC- From
56 plf at
-1.00 to
56 pit at
7.81
TC- From
56 plf at
7.81 to
56 pIf at
15.17
TC- From
28 plf at
15.17 to
28 pIf 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 pIf at
40.67
BC- From
4 pIf at
-1.00 to
4 plf at
0.00
BC- From
20 pIf at
0.00 to
20 pIf at
14.00
BC- From
10 pIf at
14.00 to
10 plf at
17.17
BC- From
20 pIf at
17.17 to
20 plf at
25.67
BC- From
20 pif at
25.67 to
20 plf at
39.67
BC- From
4 pIf 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)/l0(0)
Plate Type(s):
WAVE
Defl1CSl Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.051 R 999 240
VERT(TL): 0.125 R 999 180
HORZ(LL): -0.01 B 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.
Tray Scab(s)
(1) 2x4x6-9-11 x SP Al scab at right end. Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
No.'7,for
� a
a:
r
IA -it.,
40 01 5A38 FF 58 8180 BB 7F 48 00 99 2EE 85 FB
ViUAlan hm b� alaarwtiea tnd.aadaaafadby vdrxu.1 Martinca,
F°£ iA. ttc.C4Jfffi2(an L�cdalc zhsr�n ab®aa �.�8 a SxA"i
aa.ts«criraa3caairJ
r'vmxd capime:rif+a>, oimr,'xar'ta not cm'Admed minas'a^,d sm�4ad
=6 ti^c iA@ an 2 ssmderavat4aa ifEed eatasgtdactmnk
C.Smt.
1
1
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 489 1220 A`- / - / - 18.0
BK 1387 1639 / - / - / - 18.0
AD573 /278 /- /- /- /8.0
V 865 /416 1- I- /- 18.0
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
23B
- 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
1-1
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. Comp.
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. Comp.
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
?quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, bV TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
e. Afpiy plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
of
fis drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
Job Number: 136DCS015 Ply: 1 SEQN: 635689 / T9 / HIPS
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW.
Truss Label: A4 Wgt: 240.8 Ibs / ... 10/13/17
8 39 39'8°22
'108"466 6167 1 T10"7'1100"
c0
0
o�
t 35
m5X8—=5X6
E F
M
0
B(A2)
IIIZX4 =3X6 =3X4 =3X4=3X4 =3X4 =3X6 1112X4
�1' TB"12 4'3"4 2'0"1 4'11"1 1'B" 4'11"1 2'0"1 4'3"4 7'8"12 1�
7'8"12 12' 14'01 19' 20'8' 25'7"1 27'8" 3111"% 39'8"
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
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: h/2 to h
C&C Dist a: 3.97 it
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 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Tray Scab(s)
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
panel point: (0).
Wind
Member design based on both MWFRS and C&C.
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 Sid: 2007
Rep Factors Used: Yes
FT/RT.20(0)/l0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.151 P 999 240
VERT(TL): 0.348 P 999 180
HORZ(LL): 0.065 K - -.
HORZ(TL): 0.151 K -
Creep Factor. 1.5
Max TC CSI: 0.598
Max BC CSI: 0.553
Max Web CSI: 0.693
Mfg Specified Camber:
VIEW Ver: 16.02.01D.0314.13
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1557 / 710 / 964 / - / 428 / 8.0
1 1557 /710 /963 /- /- 18.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
I Min Brg Width Req = 1.8
Bearings B & I are a rigid surface.
Bearings B & I require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B
27 0
F-G
1170 -1784
B - C
1471 - 2762
G - H
1290 - 2218
C - D
1290 -2218
H - I
1471 - 2762
D-E
1170 -1784
I-J
27 0
E - F
1086 -1534
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
B - R
2392 -1148
N - M
1894 -848
MAO
R - Q
2389 -1148
M - L
2388 -1162
4* ** vex
p
Q - P
P-0
2389 -1148
1894
L - K
K-1
2388 -1162
2391
#: ` ,�W
O - N
-818
1534 -589
-1162
00
Maximum
Web Forces
Per Ply (Ibs)
00
Webs
Tens.Comp.
Webs
Tens. Comp.
*
ft
R-C
288 -13
F-N
614 -393
STATE -OF -*A19r'
C - P
P-D
389 - 571
450
N - G
G-M
474 - 701
451
'
-201
-201
D - O
474 - 701
M - H
389 - 571
i _ 0 _
E-O
614 -393
H-K
288 -14
40 01 5A 38 FF 5B 81 B0 867F49 00 99 2E 855 FB
ix•<Ssi#ar huabee»ate lze '�j ed.md=fed by PAwA,4Martffiw,
aEM.tis.04?,M 1 an thedzzsshaa�n ntwwa tr. gzSRiFE
zoftridmtcaamde.
z"Y�ta3cs insedti sdffic'xar^ei>aaarotcaandes ad signm4and=lad
zrad the SeiA-» ardhanfara2kces¢e9a mvztiam aedf3rd � av�e9atrarrA:
rasias..
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Ire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, byy TPI and SBCA) toy safety practices prior to performing these functions. installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
ied ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
. Appfy pfates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
60A-Z far standard plate positions.
a division of
rl NI 1, or for handling E
acceptance of pprot'e!
any structure is the re.
rel notes page and these web
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
Job Number: 136DCS015 R
: 1 SEQN: 635687 / T8 / HIPS
4EB8 1826-Cali "D" LL OL !DR Horton /4E86 1828-Cali "D" LL O : 1 FROM: AH DRW:
Truss Label: A5 I t: 260.4 Ibs .. / ... 10/13/17
T10° 14'4"8 17' 22'8" 25'3"8 31'10° 39W
r' T10" I 6'6"8 I } 27 8 } 5'8" { 27"8 + 6'6"8 T10"
12
6
M
c 5X5C
So
=4X6(A2) B
A
S
1112X4
7'812 4'3°4
r1'
T8"12 12'
Loading Criteria (psf)
Wind Criteria
TOLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
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 "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C
F
D
G O3X4
R I
Q P O N M L
K
=3X6
=3X4 =3X4 =3X4 =3X4 =3X4 =3X6
1112X4
�2'1-
711° 2'10" 2'10" 2'11" 2'1"
4'3°4 T8"12
1�
I14'1"
17' 19'10" 22'8" 25'7" 2T8"
31'11"4 39W
Snow
Criteria (Pg,Pf in PSF)
Defi1CS1 Criteria
♦ Maximum Reactions (Ibs)
Pg:INA
Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Loc R / U / Rw / Rh / RL
/ W
Pf NA
Ce: NA
VERT(LL): 0.150 Q 999 240
B 1557 / 712 / 965 1- / 387
/ 8.0
Lu:
NA Cs: NA
VERT(TL): 0.346 Q 999 180
1 1557 / 712 / 965 /- /-
18.0
Snow
Duration: NA
HORZ(LL): 0.065 K - -
Wind reactions based on MWFRS
HORZ(TL): 0.150 K
B Min Big Width Req = 1.8
II�
Cotle
/ Misr Criteria
Creep Factor. 1.5
1 Min Brg Width Req = 1.8
Bldg
Code: FBC 2014 RES
Max TC CSI: 0.589
Bearings B & I are a rigid surface.
TP�
Std: 2007
Max BC CSI: 0.561
Bearings B & I require a seat plate.
RR
Factors Used: Yes
Max Web CSI: 0.669
FTYRT: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: 16.02.01 D.0314.13
A-B 27 0 F-G
1300 -1921
B - C 1518 - 2764 G - H
1338 - 2214
C - D 1339 - 2214 H - 1
1518 - 2764
D- E 1300 -1921 I- J
27 0
E - F 1189 -1696
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
.
B - S 2394 -1196 O - N
1683 - 748
+ it
S - R 2391 -1196 N - M
1888 -899
R- Q 2391 -1196 M- L
Q P 1888 869 L K
2391 -1225
2391
s
e�P
- - -
-1226
P - O 1683 -724 K -1
2394 -1226
4�
'
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
S - C 292 -13 O - F
247 -194
C - Q 392 - 579 F - N
583 -403
Q - D 424 - 206 N - G
432 - 584
*'
D - P 432 - 594 G - M
424 -206
E - P 583 -403 M - H
E-O 246 -193 H-K
393 -579
292 -15
4£1015A FF 5B 81 B0 B@ 7F48 00 99 2E 95 FB
Y3:;dtamtusbecn mrx - s nada¢ad 21ad4g Masa<el Martkr ,
L. a SNA3
d• Etildia3?.kAs'flMC
aru'dF = -a tn=yd¢ctimnk
dins.
""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO PLL 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)1c safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingp�Components Group Inc. shalll not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, _
listing this drawingg indicates acceptance of professtona engineering responsibtltty solely for the design shown. The suit -ability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2.
Job Number: 136DCS015 Ply: 1 SEQN: 635684 / T7 / HIPS
4E6B 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW:
Truss Label: A6 �Wgt:21281bs / ... 10/13/17
T10" + 15' 19'10" 24'8" { 31'10" F 39'8" {
7'10 7'2" 4'10" 4'10° 7'2" 7'10"
0
F_
=4X6
=-3X4 =5X6
IOX4 =3X6 =3X8 =3X8 =3X6 Il X4
12 4'3"4 3'1"12 9'4"6 3'1"12 4'3"4 7'8"12 1-{
7'8"12 12' 15'1"12 24'6"4 2T8" 31'11"4 39'8"
Loading Criteria (psq
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf. NA Ce: NA
VERT(LL): 0.154 E 999 240
B 1557 1714 1962 ! - / 346 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.357 E 999 180
H 1557 / 714 / 962 / - / -
18.0
BCDL: 10.00
Risk Category: If
Snow Duration: NA
HORZ(LL): 0.067 J - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: CMean
HORZ(TL): 0.155 J - -
B Min Brg Width Req = 1.8
NCBCLL: 10.00
Height: 15.00 ft
9
Code / Misc Criteria
Creep Factor. 1.5
H Min Brg Width Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
P
Bldg Code: FBC 2014 RES
Max TC CSI: 0.579
Bearings B & H are a rigid surface.
g 9
Load Duration: 1.25
MWFRS Parallel Dist: h!2 to h
TPI Std: 2007
Max BC CSI: 0.732
Bearings B & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 it
Rep Factors Used: Yes
Max Web CSI: 0.353
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 16.02.01D.0314.13
A - B 27 0 E - F
1291 -1860
Lumber
B - C 1556 -2766 F - G
1330 -2162
C - D 1330 -2162 G - H
1556 -2766
Value Set: 136 (Effective 6/1/2013)
D-E 1291 -1860 H-1
27 0
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
B - O 2397 -1239 L - K
2394 -1268
O-N 2394-1239 K-J
2394 -1268
Bracing
A 01 MA
N - M 2394 -1239 J - H
2397 -1268
(a) Continuous lateral restraint equally spaced on
Or 1x4 "T" 80% length
O
M - L 1928 -920
member. reinforcement. of��e
web member- Same species & SRB grade or better,
�-
r9P
Maximum Web Forces Per Ply
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
�v "
a
4
(Ibs)
Webs Tens.Comp. Webs
p-
Tens. Coin
Co00, mp.
286 -11 E-L
182 -191
Tray Scab(s)
C - M 442 -620 L - F
587 -317
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach.
D - M 587 - 317 L - G
442 -620
scab to face of chord with: Nails @ 8" oc, plus
heel: 1st
M - E 183 -192 G - J
286 -12
additional nail clusters at: BRG.: (0), (0),
(0).+
-:'0. STAXE-" OF
panel point:
-
.
Wind
Member design based on both MWFRS and C&C.
s �m'vv"•¢
40 01 SASE FF 5B 8180 83 7F 48 00 99 2€ 85 FB
TM%Item Tassmated bgWaa e!Mrtlmr,
P. (n.. Lit. asriul on tha date ahawia abo-a using a sNA>1
acthendcat"Wdc.
isitated ccqi cTdis doewmt are out = a ee'crcd sfgmd and scaled
aradtlse:s5a�?auJ3aenN�asitmtera8cmuth>xcritt::.f.�am�d£ctrmvk .
csmlos_
-IMPORTANT'" FURNISH THIS DRAWING TO"ALL
a division of
as
I vi 1, or Tor nanoung snippmf,
acceptance of pro fessions
any structure is the responsib
ral notes page and these web sites: ALI
INCLUDING THE INSTALLERS
mingethese functiolnS Installers shialllprovide temBporairnvg
jctural sheathing and bottom chord shall have a properly
lave bracing installed per BCSI sections B3, B7 or 10,
on the Join Details, unless noted otherwise. )2efer to
r any deviation from this drawing,any failure to build the
nng of trusses.A seal on this drawing or cover page
insibility solely for the design shown. The suitability
i
Job Number: 136DCS015 Ply: 1 SEQN: 635682 / T6 / HIPS
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL O Qty: 1 FROM: AH DRW:
Truss Label: A7 Wgt: 215.6 Ibs / ... 10/13/17
7'10"9 + 13' + 19,10° 26'8" F 31'9"7 I 39'8"
t 7'10"9 5'1"7 6'10" 6'10° 5'1"7 7'10"9
.5X8 m3X4 izi5X8
T P E F T
12
6 10,3X4C< `' 3X4
0
iv
fo
=4X6(A2) B Hm4X6(A2)
A I
P O IN M L K J
1112X4 =3X6=3X4 =3X8 =3X4=3X6 1112X4
1' TB"13 4'3"3 it 610° 610 V 43"3 T8"13 1'
7'8"13 12' 13 19'10" 26'8" 2T " 31'11"3 39'8"
Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL 1 W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.166 E 999 240 B 1561 / 716 / 953 / - 1305 / 8.0
BCLL: 0.00 Enclosure: Closed Lu: �IA Cs: NA VERT(TL): 0.383 E 999 180 H 1561 / 716 1953 ! - / - / 8.0
Risk Category: II
BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.152 J - - B Min Brg Width Req = 1.8
NCBCLL: 10.00
Mean Height: 15.00 R Co e 1 Misr Criteria Creep Factor. 1.5 H Min Big Width Req = 1.8
TCDL: 4.2 psf Bearings B & H are a rigid surface.
Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.617
P Bearings B & H require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPIIStd: 2007 Max BC CSI: 0.531
Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: OA32
Loc. from endwall: not in 9.00 ft FT/�2T:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plat Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WP VE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 E - F 1507 -2281
Lumber B - C 1583 -2760 F - G 1439 -2299
C - D 1440 -2299 G - H 1582 -2760
Value Set: 13B (Effective 611/2013) D - E 1507 -2281 H -1 27 0
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP fi3 Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Lumber value set "l3B" uses design values
approved 113012013 by ALSC B - P 2388 -1259 M - L 1992 - 997
P-0 2385-1259 L-K 2385 -1288
WindMAP O - N 2385 -1259 K - J 2385 -1288
Member design based on both MWFRS and C&C. N - M 1992 -967 J - H 2388 -1288
�e rt�w
Maximum Web Forces Per Ply (Ibs)
"ru Webs Tens.Comp. Webs Tens. Comp.
No 047M.
P - C 258 -14 M - F 400 - 262
,d+ C - N 367 -494 F - L 447 -224
D - N 447 -224 L - G 366 -494
$ D - M 400 - 262 G - J 258 -16
STATEE - M 326 -409
. .
i"t
46 015Aa FF 50 8180 BB 7F 48 00 99.2E 85 FB
�iWin I=ba eled ak ys ad arO=;ledbY I,'-WXMMarttaaa,
t.Uc.rAT11121anthe dat¢sYtsmma6 v rg�s i
Cfltk7. '' CA�G
ft tcd ceftnattti5 tiacazmsatwa mot ccr idand de4dwad sealad
sm� tfsx.T.,xr'A.i ara3icntsa9s"exses�a mszt ire if�rm a�r�actraak
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses recqlwire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, by TPI and'SBCA) toF safety practices prior to pertorming these functions. Installers shall provide temporarryy
bracing per BCSI. Unless noted ojherwise,top chord shall have properly attached structural sheathing and bottom chard shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW 8uildinpp Components Group inc.,shall not be responsible far any deviation from this drawing,any failure to build the
truss in conformance with ANSUTPI 1, or for handling shlppirig, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of pprofesslona7l engineering responsibility solely for the design shown. The suitability
and use of this thawing for any structure is the responsibility 0f the building Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS015 Ply: 1 SEQN: 635680 / T5 / HIPS
4EBB 182E-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL City: 1 FROM: AH DRW:
Truss Label: A8 Wgt: 212.8 Ibs / ... 10/13/17
f 7'10"2 31'1"8 +16'10"2 +2+288I3I 39'8"
10"B7V10"2 14 N7 511137'10"8
=6X6 1112X4 =3X6=3X4 =6X6
D E F G H
T 12
6 F,;- g3X4C Ic3X4
cn
0
)
1 4X6(A2) B J =4X
y� A K
S R Q P O N M L
I12X4 a3X4=3X6 n3X8 =3X4 =3X6@3X4 IM4
1' 7'8"12 3'3"4 4'10"2 6'1"9 4'8"5 V 7'8"12 1'
T8°12 11' 1 16'10"2 22'11"11 258" 28' " 334 398"
T1 1
Loading Criteria (psq
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: If
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psi
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 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.
Snow Criteria (Pg,Pf in PSF)
Defi1CS1 Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Pf: NA Ce: NA
VERT(LL): 0.186 E 999 240
Lu: NA Cs: NA
VERT(TL): 0.431 E 999 180
Snow Duration: NA
HORZ(LL): 0.069 L - -
HORZ(TL): 0.159 L - -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.614
TPI Sid: 2007
Max BC CSI: 0.511
Rep Factors Used: Yes
Max Web CSI: 0.491
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 16.02.01D.0314.13
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL 1W
T
m
to
6(A2)1
B 1561 /718 /940 /- /264 /8.0
J 1561 1718 /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 - 2610
B - C
1613 -2757
G - H
1676 -2597
C - D
1551 -2431
H - I
1551 -2431
D - E
1665 - 2610
i - J
1613 - 2757
E- F
1684 -2610
J- K
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
t 1,
B- S
2384 -1284
O- N
2124 -1105
NNS
- R
2382 -1284
N - M
2124 -1105
'
a° e
R-Q
Q-P
2124 -1076
2124 -1076
M-L
L-J
2382 -1313
2384 -1313
ve
P -0
2614 -1373
No 0471$2
Maximum Web Forces
Per Ply
(Ibs)
Webs
S-C
Tens.Comp.
231 -19
Webs
G-O
Tens. Comp.
283 -338
STATE "OF
AV
C - R
D - R
331 -411
398 -259
O - H
H - M
660 -407
394 -257
r
D-P
671 -416
M-1
330 -410
s
E - P
P - G
278 - 334
114 -111
I - L
233 - 20
40 01 SA38 IFT 5B 81 B0 813 7F48 00 99 2E 85 FB
Thu Itainh" Accra ck��sivad=1 saaind by t/laxxve MArttr='
1k.047ta2f onth.dea shawa ale wsng a5Nwl
araihantata3oaas taxfa,
rmtnd cayarsofth& domrma = net cuosi&md dgmdand=Ind
and the.F,.,A"z. masnt�mu'mc4da nwi t vodffed.cn asagsdcctrook
rztias..
-WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
`*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
BCSI.. Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or B10,
e. ADA plates to each face of truss and Dosition as shown above and on theJoin Details. unless noted otherwise. f2efer to
a division of
ince with ANSI/ I PI 1; or for handling E
ingg indicates acceptance of profe!
> drawing for any structure is the re.
see this lob's general notes page and these web
failure to build the
g or cover page
in. The suitability
i
Job Number: 136DCS015 Ply: 1 SEQN: 635678 / T4 / HIPS
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL QL Qty: 1 FROM: AH DRW.
Truss Label: A9 I Wgt: 211.4 Ibs .. / ... 10/13/17
L 7'8"12
r 7'8"12
12 T
6
FO
CD
=4X6(A2) B
A
1' 7'10"8"8
T10"S
9' 14715 19' .� 9.' 0" 25'5"2
" 5'2"1 '}' 4'9"1 ' 10T 5'7"2
=-3X4 =-3X61112X4 =-3X4
D_cvc E F G H
30'8" 1'1 "4 3918"
5'214 1'3" T8"12
=5X6
I
\J 192X4
S RI Q P O N M
m3X4 =3X6 =3X4 m3X8 =3X4 =3X6 =3X4
4-1"8 p'11 5'10"9 5'10"10 1'11" 4'1"8
12' +j3'11 19'10""10 27'8""� 31'9"8 +
7'10"8
39'8"
11�
11
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:I NA Ct: NA CAT: NA PP Deflection in loc Udefl LJ# Loc 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 1720 / 921 / - / 223 / 8.0
BCLL: 0.00 Enclosure: Closed Lu :NA Cs: NA- VERT(TL): 0.560 G 843 180 K 1560 / 720 / 921 / - /- / 8.0
BCDL: 10.00 Risk Category: If Sn w Duration: NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS
Des Ld: 37.00 FXP. C I HORZ(TL): 0.171 M - - B Min Brg Width Req = 1.8
Mean Height: 15.00 ft Cotle / Misc Criteria CreepFactor: 1.5 K Min Brg Width Req = 1.8
NCBCLL: 2. 00 TCDL: 4.2 psf Bearings B & K are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.566 Bearings B & K require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPj Sid: 2007 Max BC CSI: 0.557
Spacing: 24.0 " C&C Dist a: 3.97 It Re Factors Used: Yes Max Web CSI: 0.501
Loc. from endwall: not in 9.00 ft FT RT.20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
I Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 16.02.0113.0314.13 A - B 27 0 G - H 2O30 -3245
Lumber B - C 1644 -2765 H -1 1869 -2950
C-D 1812 -2718 I-J 1811 -2718
Value Set: 13B (Effective 6/1/2013) D - E 1870 -2951 J - K 1644 -2765
Top chord 2x4 SP #1 E - F 2030 -3245 K - L 27 0
Bot chord 2x4 SP #1 F - G 2030 -3245
Webs 2x4 SP #3
Lumber value set "136" uses design values Maximum Bot Chord Forces Per Ply (Ibs)
approved 1/30/2013 by ALSC
Chords Tens.Comp. Chords Tens. Comp.
Wind " � B - S 2393 -1311 P - O 2983 -1621
Member design based on both MWFRS and C&C. a w ' S - R 2257 -1186 O - N 2257 -1215
,ee R - Q 2257 -1186 N - M 2257 -1215
Q - P 2984 -1611 M - K 2393 -1340
.x�
a
'.
e Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. -Webs Tens. Comp_
' C - S 406 - 330 P - H 337 -192
kit S - D 490 - 428 H - O 381 - 524
STATE OIF D-Q 941 -561 0-1 941 '-561
Q - E 380 - 524 I - M 491 - 428
( E - P 337 -191 M - J 406 -330
G - P 233 -309
40 01 5A 38 FF 56 91 B0'SB 7F 48 00 99 2E 95 FB
r431 item 3�fmv, aizCisyx�ajad �:2srafadLay rdxsaza9 rnaritnes,.
ff� L. tic.94TI J( -nthe daaeAawn ammv..bg a VA-1,
ant�sa'#eaaz�la
?Mwdc�pwxafritixdma: :^a.ac notcasuifdaad AFn andsealed
arad tkszw^xA;4 sv4han�aRiewc�3aro�ta�sNi�d racactrc3echmro�
at.
**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted oitherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperrlly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�!L�Components Group Inc. shal not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI Pi 1, or for handling shipping, installation and bracing of trusses.A seat on this drawing or cover page_
listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The su' bility
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 136DCS015 Ply: 2 SEQN: 635676 / T12 / HIPS
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW.
Truss Label: A10 Wgt: 235.2 Ibs / ... 10/13/17
E-' 'i
9I 15 32'839'8"21041 2 4511 ""2437' 41511 1453857 T i
7'
T
EO
0
1�
=3X4 =3X4 m4X6 1112X4
=3X4 =3X4
FPi
11&4 a4X6L!5X6 =3X4 E!3X8 =3X4 S 52 — X6 112X4
1' 6'1 1 111"13 10"7 4'5"1
f' 8" T1"12 11'1"9 1 3415 1910
N 11 5,4 5
Loading Criteria (psf) Wind Criteria
TOLL: 20.00 Wind Sid: ASCE 7-10 .
TCDL: 7.00 Speed: 160 mph
BOLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
Des Ld: 37.00 EXP: C
Mean Height: 15.00 ft
NCBCLL: 0.00 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 93
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Na!inote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot 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.
Loading
#1 hip supports 7-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
4'S"1 3'4"15 N11"13 6'7"12 1 1'
24'3"1 + 2T8" ��10.,�7 326"4 39'2" 1s
28'6"7 39'8"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.350 G 999 240
B 3139 / 1427 / - / - ! -
18.0
Lu: NA Cs: NA
VERT(TL): 0.816 G 579 180
K 3140 / 1428 / - / - / -
18.0
Snow Duration: NA
HORZ(LL)° 0.074 C - -
Wind reactions based on MWFRS
HORZ(fL): 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 TIC 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)/l0(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
WAVE
VIEW Ver: 16.02.0113.0314.13
A - B 13 -10 G - H
2103 -4696
B - C 1428 - 3155 H -1
1999 - 4469
C - D 1708 - 3815 I - J
1709 - 3816
D - E 1999 -4469 J - K
1429 -3156
E-F 2103 -4696 K-L
13 -10
F - G 2103-4696
40 01 SA 38 FF 58 81 SO 88 7F48 00 99 2E 85 F8
Skbltemffiakat€nalszYa s xY+,yzldned analuIeled by tlxrezA wattinw,
.FE l.tic.N7iffit en the dale shawnabarm wing a st 3
a�sagt:ascc><fa.
P+ited ct inftfis d�tmi mat cardt'cand uerwe=dwaled
and itsra SHAAasatbef atieaacodaraast tw nadfHe mmydedrank
SAyiai:.
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - U
2787 -1250
Q - P
4604 - 2022
U - T
2801 -1253
P - O
3880 -1745
T - S
3879 -1744
O - N
3880 -1745
S - R
3879 -1744
N - M
2602 -1254
R - Q
4504 -2022
M - K
2788 -1251
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
C-U
319 -68
Q-H
251
-106
C - T
1323 -594
H - P
268
-414
T - D
430 -770
P -1
782
-338
D - R
783 - 339
1- N
430
- 770
R - E
269 - 415
N - J
1323
- 594
E - Q
251 -106
M - J
320
- 69
G - Q
192 - 240
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, bVV TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temposrrvv
bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B1 D,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drawing or cover page_ .
listing this drawing, indicates acceptance of professlona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2.
For more information see this iob's aenemi notes nape and these web sites, ALPINF, www_alnineft mm, TPI, w.vw_Ininstnm, SRCA, www shrindushv min- ICY: www irr_cafn nm
Job Number:
15 Ply:
TErBB 1ss La8b2e8' Caali1 "D" LOL /DR Horton 14EBB 1828-Cali "D" LL O� I Wgt '134.4 Ibs I FROM: AH 401 / T2 / GABL DRW / 10/13l17 I
10'8'
10'8"
2'8" --+ 1'4" -{
(TYP)
12
6
M
vmi D
C
®2X4(A1) 6
A
AE Al
F
21'4'
H J
G K
L
M
N
N
m
O
PE2X4(A1)
O
AA Z Y X=3X4 W V U T S R
214"
r1, F I 214" +1,�
21W
Loading Criteria (psf) Wind Criteria Snore Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF
TCLL: 20-00 Wind Std: ASCE 7-10 Pg: I A Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U' / Rw / Rh / RL 1 W
TCDL: 7.00 Speed: 160 mph pf: t Ce: NA VERT(LL): -0.001 H 999 240 p" 81 137 / 39 /- / 11 / 255
BOLL: 0.00 Enclosure: Closed Lu: t A Cs: NA VERT(TL): 0.001 AE 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 J - - B Min Brg Width Req = -
Des Ld: 37.00 EXP: C I HORZ(TL): 0.003 J - - Bearing B is a rigid surface.
Mean Height: 15.00 ft I
NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5
TCDL: 4.2 psf Bld Code: FBC 2014 RES Max TC CSI: 0.108 Maximum To Chord Forces Per PI Ibs
Soffit 2-00 BCDL: 5.0 psf 9 p y ( )
Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp.
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.088 A - B 27 0 1-1 304 24
Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21
GCpi: 0.18 Plate Type(s): C - D 80 - 90 K - L 202 -23
Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 D - E 105 -71 L - M 154 -43
Lumber E - F 153 -50 M - N 105 -64
F - G 202 - 29 N - O 74 - 84
Value Set: 13B (Effective 6/1/2013) G - H 253 -21 O - P 81 113
Top chord 2x4 SP #1 H - 1 303 -24 P - Q 27 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values Maximum ns.Bot Chord Forces Per Ply (Ibs)
Comp -
approved 1/30/2013 by ALSO Chords Tens.Comp. Chords Tens. Comp-
Platin Notes B -AE 175 -108 X - W 192 -107
9 jr AE-AD 183 -110 W - V 191 -107
All plates are 2X4 except as noted. ' AD -AC 185 -110 V - U 189 -106
Wind
wee* AB AA 190 -112 T-S 185. -105
Member design based on both MWFRS and C&C. AA- Z 191 -112 S - R 183 -104
9 -a. Z - Y 192 -113 R - P 175 103
Additional Notes Y - X 192 -107
See DWGS A16015ENC101014 & GBLLETIN1014 for
gable wind bracing and other requirements. r W, . Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp-
ft
l . C -AE 174 -103 W - J 187 -83
D -AD 88 - 65 V - K 153 -73
°+ E-AC 101 -74 U-L 100 -73
G -AA 153 101 74 -73 S - N -
H-Z 187 -83 R-O 174 -103
SERIAL*X-1 0 -162
46 i iA s8FF5881.' 08137€4900992€E5F0
Vffiu Itam➢ras beat staaiad by Luftai Marmtr
P&, 04Lic.04TI@3.1 on oa date s'haam ahaw trus a 5Hwl
k&tlfe Gca'PIe:CrZCtaaQ,.
ftbtjd ccptnar" elccm= • not craa�i&=d 5%na'd and=hd
and tls4-RA4 a0hmntkml�m—Aa ru fb. WMr .J ocamirclatrmnic
"'WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT`" FURNISH THIS DRAWING TO AQL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. (Zefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingq Components Group Inc. shall lot be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIffPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawingg indicates acceptance of profession% 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: 136DCS015 Ply: 1 1 SEQN: 539402 / T151 SPEC
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW:
Truss Label: B2 I Wgt 103.6 Ibs .. / ... 10/13/17
m
go
Lo
-3
A3 I
Tl0"7 + 10'8"
T10"7 2'9"9
1 T5"9 21'4"
279 T10"7
D-4X6
1112X4 =3X4 =-3X8 112X4
io
=3X4(A1)
T8"11 17"5 2'11"5 78"11
f' 1
7'8"11 9'4" 137"5 21'4"
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 for. L/defl L/#
Loc R / U I Rw / Rh / RL / W
B 869 / 397 / 529 / - / 229 / 8.0
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): 0.035 J 999 240
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.081 J 999 180
F 805 / 360 1463 / - / - / 8.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.016 G - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ L 0.036 G - -
R )�
B Min B Width Re 1.5
� q
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
CreepFactor: 1.5
F Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0
Bldg Code: FBC 2014 RES
Max TC CSI: 0.655
Bearings B & F are a rigid surface.
Load Duration: 1.25
psf
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2007
Max BC CSI: 0.436
Bearings B & F require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.500
Maximum Top Chord Forces Per Pie (Ibs)
Loc. from endwall: Any
Fi/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
I VIEW Ver: 16.01.00F.0504.20
A - B 27 0 D - E 1065 -933
Wind Duration: 1.60
WAVE
Lumber
B - C
1138 -1276
E - F
1187 -1281
C - D
1038 - 932
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Maximum Bot Chord Forces Per
Ply (Ibs)
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Chords Tens.Comp.
Chords
Tens. Comp_
Lumber value set "l3B" uses design values
B - J
1066 -865
H - G
1068 -859
approved 1/30/2013 by ALSC
J - 1
1062 -864
G - F
1072 -860
ei4�
I-H
1062 -864
Wind
Member design based on both MWFRS and C&C.
afl
Maximum
Web Forces
Per Ply
as a x�
(Ibs)
r+�
Webs
Tens.Comp.
Webs
Tens. Comp_
�Ra
J C
288 55
H E
608 515
-
-
-
-
NO 0471621
C - H
600 -505
E - G
290 -80
' *
D - H
790 - 905
nr -fr
' S OF Fs
40 015A38 FF 50 81 BO BB 7F48 00 99.2E85 FB
Thu Itemhas8axms alaz3soatt ss$gnad and Uafad by rAm"I Marttaez
PE(R.. tic, 0471921 a9 t5a daaa St=rraaix¢ =bga SHTi
aiarGca�re.r«oNa.
'tad as�t��x}$� d�rsssatarmaatcadrsad a'4 �d sasimd
an4 tts[:.'�AAT as:1fficntit�himecada rams[ 9amvzdt9ext.�r scsyra3ectmrsk.
flax:.
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy
bracing per BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions_
Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for, any deviation from this drawing,any failure to build the
truss in conformance with ANSI! 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 professions engineering responsibility solely for the design shown. The suitability
and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2.
For more information see this iob's general notes paqe and Hiese web sites: ALPINE: www.alpineitw.com; TPI' www.tpinstorg; SBCA www.sbeindusfry.com; ICC,. www.icesafe.org
Job Number:
15 Ply:
Truss LabelCC16D L LOL /DR Horton MEBB 1828-Cali "D" LL i L I Qty.
,1 Ibs I FROM: A H03 / T3 / GABL I DRW / ... 10/13/17 I
T 14'
T T
18" --�—(TYP�
G=4X4
•
F H
12
6
E I
0
J
i° C
K v
2X4(A1) B
L=2X4(A1)
13: A
ouM
V
U
T S Q P
N
14'
�1
141
A_ 1' �
14'
I
Loading Criteria (psf)
Wind Criteria
Snow
Criteria (Pg,Pf in PSF) Defi/CSI Criteria
♦ Maximum Reactions (Ibs), or "=PLF
TCLL: 20.00
Wind Std: ASCE 7-10
Pg:
NA Ct: NA CAT: NA PP Deflection in loc Udefi U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf.
A Ce: NA VERT(LL): -0.001 F 999 240
B" 84 / 39 140 / - / 12
1168
BOLL: 0.00
Enclosure: Closed
Lu:
�IA 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 = -
Des Ld: • 37.00
)
I
HORZ(TL):-0.002 E - -
Bearing B is a rigid surface.
Co
Bldg'
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
e / Misc Criteria Creep Factor: 1.5
Code: FBC 2014 RES Max TC CSI: 0.118
Maximum To Chord Forces Per
(Ibs)
PI Ibs
Soffit 2.00
BCDL: 5.0 psf
p
y
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI
Std: 2007 Max BC CSI: 0,026
Chords Tens.Comp. Chords
Tens. Comp.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Re
Factors Used: Yes Max Web CSI: 0.061
A - B 27 0 G - H
213
-26
Loc. from endwall: Any
FT/RT:20(0)110(0)
Mfg Specified Camber:
B - C 14 - 66 H - 1
157
-48
GCpi: 0.18
Plalle
Type(s):
C - D 61 -28 1- J
105
-69
Wind Duration: 1.60
WAVE
VIEW Ver: 16.01.00F.0504.20
D - E 113 -17 J - K
E - F 165 -14 K - L
87
84
-89
-106
Lumber
F-G 221 -17 L-M
27
0
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Chords Tens.Comp. Chords
Tens. Comp_
Lumber value set "l3B" uses design values
B - V 146 -46 R - Q
164
-49
approved 1/30/2013 by ALSC
V - U 153 -47 Q - P
159
-50
U - T 158 -48 P - O
155
51
Plating Notes
plates are 2X4 except as noted.
Woo
AAI?All "
T - S 161 -49 O - N
S - R 164 -49 N - L
150
144
-53
-55
r
. ex
Wind
-
Maximum Gable Forces Per Ply (Ibs)
n based on both MWFRS and C&C.
Member design
Gables Tens.Comp. Gables
Tens. Comp.
Additional Notes
C - V 122 -56 Q - H
205
-83
See DWGS A16015ENC101014 & GBLLETIN1014 for
'
�
D-U 115 -75 P-1
159
-72
gable wind bracing and other requirements.
E - T 159 -72 O - J
115
-75
TAT OP,vJ
F - S 205 - 83 N - K
122
- 56
G-R 13 -89
401015A 38 FF 55 81 B0 BB7F48 00 99 2E 85 FB
3ti,It.. waabcrnolarzr ' s rzdaacYaraledb}tW&" Kftfth=,
fi (R4.. ticaxzfa2} cn tAc Ca4c �hmon'a6ec� wing s SFrA 1
mid tFe _"A•w as:then6ca1k a mde mvstlx.rWif e
—WARNING- READ AND FOLLOW 'ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricatingg handlin shipping, ,'installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byV TPI anr7'SBCA) fo'r safety practices prior to pertorming these functions. Installers shall provide temporary
bracing per BCSI.. Unless noted olherwise,top chord shall have 'properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. hefer to
drawings 160A-Z far standard plate positions.
AIpine, a division of ITW 8uildinqComponents Group Inc. shall of be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIIfPI 1, or for handling shippin installation and bracing of trusses.A seal on this drawing or cover page
listing this drawingg indicates acceptance of pprofesstonaIengineering responsibility solely for the design shown. The suitability
and use of this draw)ng for any structure is the responsibility of the Building Designer per ANSI fP11 Sec.2.
Far more infonnatinn see this inh's general notes oane and these web sites: ALIPINE www.alcineitw.com: TPI: www.toinst.om: SBCA : www.sbcindustrv.com: ICC: www1ccsafe.om
Job Number: 136DCS015 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 .. / ... 10/13/17
7'
7'
14'
7'
C=5X6
12
6
M
O �
2X4(A1) B D=2X4(A1)
a� A
E
Loading Criteria (psf)
Wind Criteria
TOLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "'I3B" uses design values
approved 1/3012013 by ALSC
Wind
Member design based on both MWFRS and C&C.
III ZX4
7'
7'
7'
14'
Snow Criteria (P9,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defi L/#
Loc R / U / Rw / Rh / RL 1 W
B 593 1272 / 371 / - / 158 18.0
Pf. NA Ce: NA
VERT(LL): -0.019 E 999 240
Lu: NA Cs: NA
VERT(TL): 0.025 E 999 180
D 527 1234 / 304 /- /- / 8.0
Snow Duration: NA
HORZ(LL): -0.009 E - -
Wind reactions based on MWFRS
HORZ(TL): 0.013 E - -
Creep Factor. 1.5
B Min Brg Width Req = 1.5
D Min Big Width Req = 1.5
Code / Misc Criteria
Bldg Code: FBC 2014 RES
Max TC CSI: 0.683
Bearings B & D are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.422
Bearings B & D require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.119
FT/RT:20(0)110(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver: 16.01.00F.0504.20
A - B 27 0 C - D 809 -738
B - C 777 -739
WAVE
No.. 047182,
STATE OF
40 015A: 39 FF 56 91 BO 6B 7i• 48-00 99 2E85 FO
37,1s 15«nsl«i,x.s�l« " ga�na�+aua9 .�a9n�4ry 3ls�rxaa9 ktaria�r
�Eixt, aic.rl�} «sr I�imtfarazna�uaazss�.��a5Nd i
usenr�rcr�c.
&«�f tr{�rd"ti� zlvss=_ia°,�r�t aam arrca�x�x4�d �«:�.�z� teal«�
�� 8f� � amtnr'ax�«ssc�laa*.rs�t:E� a�r#f3a�recac�w�acctrea+sl
Maximum Sot Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
B - E 598 - 536 E - D 596 - 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
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted o"therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or t
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI TI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ .
listing this drawing indicates acceptance of pro�essioni engmeen 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: 136DCS015 Ply: 1 SEQN: 689043 / T29 / COMN
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL L Qty: 2 FROM: JAH DRW:
Truss Label: D1 1, 1 Wgt: 37.8 Ibs .. / ... 10/13/17
12
6
M
O
(V
2X4(A1)�
A
f -- 1' -�j-
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 15.00 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 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
Left bottom chord exposed to wind.
5' { 10,
5' 5'
C=4X4
c7
L"D=2M(Al)
Li E
F
1112X4
1 5' S' 1,
5' 10,
Sn+
Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ids)
Pg:
INA Ct: NA CAT: NA
PP Deflection in too Udell U#
Loc R / U / Rw / Rh / RL / W
B 438 1224 1424 1- / 134 / 3.5
Pf. NA
Ce: NA
VERT(LL): -0.011 F 999 240
Lu: NIIA
Cs: NA
VERT(TL): 0.013 F 999 180
D 438 1223 1259 /- /- / 3.5
Snot'
Duration: NA
HORZ(LL): -0.004 F - -
Wind reactions based on MWFRS
HORZ(TL): 0.006 F - -
Creep Factor: 1.5
B .Min Brg Width Req = 1.5
D Min Brg Width Req = 1.5
Code
/ Misc Criteria
BldglCode:
FBC 2014 RES
Max TC CSI: 0.282
Bearings B & D are a rigid surface.
TPI
Std: 2007
Max BC CSI: 0.253
Rep
lFactors Used: Yes
Max Web CSI: 0.090
Maximum Top Chord Forces Per Ply (Ibs)
FT/
T:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp_
A - B 27 0 C - D 780 -492
Plat
Type(s):
VIEW Ver: 17.01.01A.0723.13
WAVE
B - C 814 -492 D - E 27 0
wit
*"WARNING— READ AND FOLLOW
'"IMPORTANT** FURNISH THIS DRAWING TO A
a division of ITW BuildinggComponents
conformance with ANSUfPI 1, or for h
this drawing indicates acceptance
ce of this gnawing for any structure
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - F 420 - 595 F - D 420 - 595
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C-F 302 -416
No, 041182
w
.$TATE OF
53 $i BU BB?F48 0093 2E95 FB
ctscca�,{zk,+r cvi'.az�aic�?@dy. KAnrt�es,
tiffi£22tM, lftiE 4'C,fYi#L£at314skyadmd*.Y> bd
�Y�a;cxaecx3emea[tca�wYf'se:#csr ae�r'e9ettar�s. .
L NOTES ON THIS DRAWING!
CONTRACTORS INCLUDING THE INSTALLERS
tailing and bracing. Refer to and follow the latest edition of BCSI (Building
ces prior to performing these functions. Installers shall provide temporary
,perly attached structural sheathingp and bottom chord shall have a properly
Sint of webs shall have bracing ins Tailed per BCSI sections B3, B7 or B10,
shown above and on the Join f Details, unless noted otherwise. (2efer to
be responsible for any deviation from this drawing,any failure to build the
stellation and bracing of trusses.A seal on this drawing or cover page
.Ighneegnng responsy fo ibility solelr the design shown. The suitability
Job Number: 136DCS015 Ply: 1 SEQN: 689053 / T24 / HIPS
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: JAH DRW:
Truss Label: D2 Wgt: 44.8 Ibs / ... 10/13/17
1 _ 3' I T 10, _I
f 3- T 4' 3'
T
M
O
43
A n ,. =QC6
III LA'F = 0A14
T
LO
V_
Ch
04
3'1"12
3'6"12
331181
1,1
1,
3'1"12
618"8
19
Loading Criteria (psfl
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
TOLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R / U I Rw / Rh / RL I W
TCDL: 7.00
Speed: 160 mph
Pf. NA Ce: NA
VERT(LL): 0.010 G 999 240
B 499 1237 / - / - / - / 3.5
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.024 G 999 180
E 499 1237 / - / - / - / 3.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.004 G - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.010 G - -
B Min Big Width Req = 1.5
NCBCLL: 0.00
Mean Height: 15.00It
Code / Misc Criteria
CreepFactor. 1.5
E Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.171
Bearings B & E are a rigid surface.
g g
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.150
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: No
Max Web CSI: 0.040
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: NA
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
A - B 27 -20 D - E 305 -689
Wind Duration: 1.60
WAVE
VIEW Ver: 17.01.01A.0723.13
B - C 304 -692 E - F 27 -20
Lumber
C - D 246 -607
Value Set: 13B (Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 2x4 SP #1
Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP #1
Webs 2x4 SP #3
B - H 590 -251 G - E 588 -252
Lumber value set "13B" uses design values
H - G 600 -248
approved 1/30/2013 by ALSC
Loading
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Camp.
#1 hip supports 3-0-0 jacks with no webs.�xv
-
C- H 102 0 G- D 105 0
Wind_
C-G 8 0
Wind loads and reactions based on MWFRS.
1- "
7462,
Left bottom chord exposed to wind.
40015A38FF5EB 81 BOB57F 48 00992E35FB
Thk{ 1eM."bette anicdradWy %Armd'=6:safer by rFa=d mart€neg
n�J,�L. tEc.�3kEl!�aarifi�-xtcaeva'at�as a�aga5F3;rLZ '
ax;tl�ent4n,cttz�r.
iYa'maedcs�i�mi[P�s dtxxr.at natcxsmcexaA d seakfd
azao 1i :5" :ac.�tiwer bca9itesa,:9e e9rsk Se redfikd.max smYs.=tMrh
maw;,
—IMPORTANT"` FURNISH THIS DRAWING TO ALL
a division of
TPI 1; or far h
acceptance
any structure
ral notes page an<
as
INCLUDING THE INSTALLERS
mingethese functions the latest
shall providestemp rar
uctural sheathing and bottom chord shall have a proper1l
have bracingg installed per SCSI sections B3, B7 or 810,
on the Join Details, unless noted otherwise. (2efer to
,r any deviation from this drawing,any failure to build the
:ing of trusses.A seal on this drawing or cover page
,risibility solely for the design shown. The suitability
1 Designer per ANSIITPI 1 Sec.2.
r TPI' ewn Mimi om- SBCA- unwi bdndustw comp ICC- ir fa
Job Number: 136DCS015 Ply: 1 SEQN: 539406 / T22 / HIP_
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL O Qty: 2 FROM: AH DRW.
Truss Label: M3 Wgt: 11.2 Ibs / ... 10/13/17
12 C
6 T TM
=2X (A1) B 't
a)
A
D
�- 1, -
2'
AC I
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 h
Spacing: 24.0 "
C&C Dist a: 3.00 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
Lumber value set "l3B"
uses design values
approved 1/30/2013 by ALSC
Special Loads
---(Lumber DurFac =1.25
/ Plate Dur.Fac=1.25)
TC- From 0 pif at
-1.00 to 56 pif 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 pif at 0.00
BC- From - 2 pif at
0.00 to 2 pif at 2.00
Wind
Member design based on both MWFRS and C&C
Snow Criteria (Pg,Pf in PSF)
D fl CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: f A Ct: NA CAT: NA
PP Deflection in loc Lldefi L/#
Loc R / U / Rw / Rh / RL / W
B 87 / 69 1 144 /- / 64 18.0
Pf: NA Ce: NA
VERT(LL): NA
Lu: NIP Cs: NA
VERT(TL): NA
D 32 / 5 129 1- / - 11.5
Snout Duration: NA
HORZ(LL): 0.000 D - -
C 13 / 28 / 12 /- / - / 1.5
HORZ(TL): 0.001 D - -
Creep Factor. 1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
Cods / Misc Criteria
BldgI ode: FBC 2014 RES
Max TC CSI: 0.094
D Min Brg Width Req = _
TPI 2007
Max BC CSI: 0.023
C Min Brg Width Req =
ttd:
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:
VIEW Ver: 16.01.00F.0504.20 Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 13 0 B-C 6 -38
40 01 SA38 FF5B3180BB7F4900992E85FB
hu Ste 1. Rug bz ncizOnr„r whi%e pad iJ&alad by t,+.amA MA rttw=,
�(�L.aa�zfce�t3���n°�.xiurr�aaEsss�,�ogasrs�a .
'�i4sted�s�i>t� dsr_��ri•� �xm trutce�sYz"assd sra�ndcaiait
andi �Tase�en�aSaus3srest tacvcrafic3 casam*gadectmr,�...
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 ALq 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 7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attacheU rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or t
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. f2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�tL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSITfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page _
listing this drawing,, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
Job Number: 136DCS015 Ply: 1 SEQN: 539408 / T19 / EJAC
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 8 FROM: AH DRW.
Truss Label: EJ7 Wgt 23.8 Ibs .. / ... 10/13/17
C
12
6
M
O
to
_r
M
T
2X4(A1) B
T 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 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
Lumber value set "l36" 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)
DefI/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.014 D - -
HORZ(TL): 0.031 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: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 16.01.00F.0504.20
WAVE
STATE OF
40 015A38 FF 58 8180 B8 7F 48 00 99 2E 85 FB
This ltnrvsRaabaeramktt gz%ncd asut saafad by marr )iaarttaez
fig- aL. UC.9473921" the Watt anav,:e alxivnr agasxA.i
acaicA to aacca{c-
tnd'Opki ma" dmuo- WA arm not cmmimed *nzdar d salad
end tama rffbd mactydnctrnrA.,
cl*las_.
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 336 / 117 / 259 / - / 173 18.0
D 127 120 /101 /- /- /1.5
C 171 /133 /91 /- /- 11.5
Wind reactions based on MWFRS
B Min Big Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
A-B 27 0 B-C 77 -151
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
wire extreme. care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, by TPI ancJ'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o�herMse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
CcI'd ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610,
- ADDIV Dlates to each face of truss and position as shown above and on the Join f Details. unless noted otherwise. ke;fer to
a division of
rfPI 1; orfor h
acceptance
any structure
failure to build the
g or cover page
in. The suitability
Job Number:
4EBTrusB 1828-CEJ7ACLLOL /DR Horton MEBB 1828-Cali ",D" LL O i I gr 21.0 Ibs I FROM: AH9409 / T23 ! EJAC I DRW; 10/13/17 I
2X4(A1) A
T
7'
7,
Loading Criteria (psf]
Wind Criteria
SnowllCriteria
(Pg,Pr 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 Udefi U#
Loc R / U / Rw / Rh / RL ! W
TCDL: 7.00
Speed: 160 mph
PF N
Ce: NA
VERT(LL): NA
A 270 / 79 / 188 ! - / 151 18.0
BCLL: 0.00
Enclosure: Closed
Lu: N�
Cs: NA
VERT(fL): NA
C 128 / 21 1104 1- l - / 1.5
BCDL: 10.00
Risk Category: 11
Snow
Duration: NA
HORZ(LL): -0.017 C - -
B 174 ! 135 195 / - /- 1 1.5
Des Ld: 37.00
EXP: C
HORZ(TL): 0.034 C - -
Wind reactions based on MWFRS
Code
/ Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ff
TCDL: 4.2
Creep Factor: 1.5 .
P
A Min Brg Width Req = 1.5
Soffit: 2.00
psf
BCDL: 5.0 psf
Bldg Cade:
I
FBC 2014 RES
Max TC CSI: 0.505
C Min Br Width Re
g q = -
Load Duration: 1.25
MWFRS Parallel Dist: O to h/2
TPI Std:
2007
i
Max BC CSI: 0.373
B Min Brg Width Req = -
Bearing A is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep F
ctors Used: Yes
Max Web CSI: 0.000
Bearing A requires a seat plate.
Loc. from endwall: not in 4.50 ft
FT/RT-20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate
Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVEI
1 VIEW Ver: 16.01.00F.0504.20
Ch d T C
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot 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.
4001
—IMPORTANT** FURNISH THIS DRAWING TO'ALL
a division of
ivi i,orrorn
acceptance
any structure
as
or s ens. omp.
A-B 78 -152
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 0 0
56 81 Bti 88 7F48 00 99 2E 85 F8
:tsraj€cs }s ned aniscaW by muXVlburtin",
thacaic ahawa ab u erring a SHA-i
xazr3eraB s�gnati£�ad �almd
Ca�t9lic! wraa�dcctrars3c
INCLUDING THE INSTALLERS
I.. Refer to and follow the latest edition of BCSI (Building
ming these functions. Installers shall provide temporatfVy
.ictural sheathing and bottom chord shall have a propefly
lave bracing installed per BCSI sections B3, B7 or 810,
on the Join Details, unless noted otherwise. (Zefer to
r any deviation from this drawing,any failure to build the
;mg of trusses.A seal on this drawing or cover page
insibility solely_for the design shown. The suitability
Job Number: 136DCS015 Ply: 1 SEQN: 689047 / T32 / EJAC
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: JAH DRW.
Truss Label: EJ3L Wgt: 12.6 Ibs .. / ... 10/13/17
C
1
2X4(A1) M
N
T
A
D
3'
1'
3'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U#
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - -
EXP: C HORZ TL -0.003 D
Des Ld: 37.00 Mean Height: 15.00 ft ( )
NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5
TCDL: 4.2 psf BldgCode: FBC 2014 RES Max TC CSI: 0.174
Soffit 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.071
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000
Loc. from endwall: Any FTIRT:20(0)/10(0) Mfg Specified Camber:
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01A.0723.13
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chard 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "136" uses design values
approved 1/30/2013 by ALSC
Wind/
Member design based on both MWFRS and C&C. At
Left bottom chord exposed to wind.�m4
047102
w s`
a
STATE 01F!�
40 01 SA 38 FF 5B 91 BO BB 7F 49 00 93.2€ 95 FB
W4 Item Hrss bt�enekctnanis qs mada.1 salad by tAaz IMart�ca,
e" xE 1Z M.ltmIRZI ontha d"a..siwwa aban WAS a stwt
avttientcatl�ss rm�c
Ettated cvp�n of" dwannva m not waled
are tine --a -1 MWI ta'w&&d ear my*dectrask
Ads..
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 193 193 / 202 / - / 86 13.5
D 51 133 /73 /- /- /1.5
C 64 /50 /35 /- /- /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 Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporaryBCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly
oid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
e. Appty plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of
TPI 1; or for h
acceptance
any structure
lis drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
Job Number: 136DCS015 IPly: 1 I SEQN: 539413 / T16 / JACK
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW:
Truss Label: 13J5 I Wgt: 16.8 Ibs .. / ... 10/13/17
C
12
6
M
O LO
N
CM
2X4(A1) B
13
D
1r
5'
I 51
Loading Criteria (psf)
Wind Criteria
Snow) Criteria (Pg.Pf in PSF) Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
TOLL: 20.00
Wind Std: ASCE 7-10
Pg: N� Ct: NA CAT: NA PP Deflection in Ioc Udefl U#
Loc R / U / Rw J Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): NA
B 263 196 / 208 / - / 129 18.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): NA
D 90 / 13 170 / - / - / 1.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): -0.007 D - -
C 119 / 93 / 62 / - / - / 1.5
Ld: 37.00
C
EXPDes
HORZ(TL): 0.010 D - -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mea
Mean Height: 15.00 ft
Code Misc Criteria Creep Factor. 1.5
f
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.309
D Min Big Width Re
9 q = "
Load Duration: 1.25
"
MWFRS Parallel Dist: D to h/2
TPI Sid: 2007 Max BC CSI: 0.182
Rep Factors Used: Yes Max Web CSI: 0.000
C Min Brg Width Req = -
Bearing B is a rigid surface.
Spacing: 24.0
C&C Dist a: 3.00 ft
gearing B requires a seat plate.
Loc. from endwall: not in 4.50 ft
FT/Ri'1:20(0)/l0(0) Mfg Specified Camber:
GCpi: 0.18
Plate ype(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAV VIEW Ver: 16.01.00F.0504.20
Chords Tens.Comp. Chords Tens. Comp_
Lumber
A - B 27 0 B - C 53 -120
Value Set: 13B (Effective 611/2013)
Top chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Chords Tens.Comp.
Lumber value set "1313"
uses design values
approved 1/30/2013 by ALSC
B - D 0 0
Wind
Member design based on both MWFRS and CBC.
4X ,;;4 .;
40 o15A38 FF 5o 8i Bo Ba 7F4S 00 992E 85 F6
rhttlierriRas#emcla cdassaledhXiRarvriMartbsea,
n(FL. uc.I6472821" the data:�hawn a6we tag a Sit,"l
�d�ertatarcrada„
Pitatade liasofihin dolt rtatm aatcros?dmud AF dandseW
sn6 th s m=v d"tmrk
cmim:
"WARNING" READ AND FOLLOW ALLiNOTES ON THIS DRAWING!
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, instilling and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety. Information, by TPI anr7'SBCA) tot safety practicggs prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted d1herwise,top chord shall have prop attached structural sheathing and bottom chord shall have a proppefly
attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Wefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI Pi 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of prolessiona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibilityof the Building Designer per ANSI/TPI 1 Sec.2.
web
Job Number: 136DCS015 Ply: 1 SEQN: 5394121 T171 JACK
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW:
Truss Label: BJ3 Wgt 12.6 Ibs / ... 10/13/17
C
T
2X4(A1) B
CV
A
D
AL
3'
3'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Deft/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.003 D - -
Des Ld: 37.00
EXP: C
HORZ )t 0 003 D
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 itL
Creep Factor. 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.174
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.072
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.000
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
VIEW Ver: 16.01.00F.0504.20
Wind Duration: 1.60
WAVE
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.
i
STATE
40 01 5A 38 FF 5B 81 BO BB 7F49 00 99 2E 85 FB
Thu itatn9�as£reenelse!taa°s ay ncd aard.,.-icd 6y 8�z�1martiner.
(ii.. rec.�rSif2j on t>iffi data.�rwwaat�:� u.�g � SN&<P
x�dt cncca3�te zexBr.
e.t2tndtf=Lnmaana not cmw1&rrd mVwd=d smakd
mad eF.e.F3�2 auR;ticnt�aaccx7a twuti;s aedf3�4 ataasgdectinrk
camim
♦ Maximum Reactions (Ibs)
LOG R /U /Rw /Rh /RL /W
B 193 176 / 162 ! - 186 16.0
D 51 /6 /41 1- 1- 11.5
C 64 151 /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.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 29 -105
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
7uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, bVy TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
�id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
e. Aooty plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. (Refer to
a division of
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
i
Job Number: 136DCS016 I Ply: 1 SEQN: 539410 / T18 / JACK
4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW:
Truss Label: BJ1 I Wgt: 111 Ibs .. / ... 10/13/17
4" 3
_L
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Sid: 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
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C
12
6
F7-
C
B
coo
Ln
72X4(A1)
�-
co
A
D
1'
---
1 r
1'
Snow
Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: t4A
Ct: NA CAT: NA
PP Deflection in too Udefi U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA
Ce: NA
VERT(LL): NA
B 150 / 77 / 145 /- / 42
/ 8.0
Lu: NI�
Cs: NA
VERT(TL): NA
D 11 / 10 118 1- / -
/ 1.5
Sno
Duration: NA
HORZ(LL): 0.000 D -
-
C -14 / 28 / 25 1- 1-
/ 1.5
HORZ(TL): 0.000 D -
-
reactions basedon MWFRS
B mdV
Codel
I Misc Criteria
Creep Factor: 1.5
Min Width q = 1.5
Bldg
Code: FBC 2014 RES
Max TC CSI: 0.163
D Min Brg Width Req = -
TPI Sid:
2007
Max BC CSI: 0.015
C Min Brg Width Req = -
Rep gactors
Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
Bearing B requires a seat plate.
FT/R
:20(0)/10(0)
Mfg Specified Camber:
Plate
�ype(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
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
4001
ftbtrd
�d the
ca&itlS.,
"*WARNING" READ AND FOLLOW AL
—IMPORTANT** FURNISH THIS DRAWING TO ALL
a division of
7PI 1; or torn
acceptance
any structure
as
WRALA
5581BO8B7F4800592E95 FB
1iwAkASj% aad MA UQU by vlzwdMartinez,
tore daft .amwe abaw cong a SK4 a
dthim dww=A ara zot cmd&zmils4grriand=bd
a mfficatimUonoc do mmt%a vPA%z^d en my
ON THIS DRAWING!
:TORS INCLUDING THE INSTALLERS
I bracing. , Refer to and follow the latest edition of BCSI (Building
o pertormmg these functions. Installers shall provide temporarryy
:hed structural sheathing and bottom chord shall have a propefly
,s shall have bracingQ installed per BCSI sections B3, B7 or 810,
roe and on the Join Details, unless noted otherwise. (tefer to
tsible for any deviation from this drawing,any failure to build the
and bracing of trusses.A seal on this drawing or cover page_ _
1 responsibility solely_for the design shown. The suitability
Job Number: 136DCS015 Ply: 1 SEQN: 689046 / T20 / JACK
4EBB 1828-Cali "D" LL OL /DR Horton AEBB 1828-Cali "D" LL OL Qty: 4 FROM. JAH DRW:
Truss Label: BJ1L Wgt: 11.2lbs / ... 10/13/17
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
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: 3.00 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 91
Lumber value set "l38" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Left bottom chord exposed to wind.
1'
1'
Snow Criteria (Pg,Pf in PSF)
Defi1CSl Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in for. Udell L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA'
VERT(TL): NA
Snow Duration: NA
HORZ(LL): 0.000 D - -
HORZ(TL): 0.000 D - -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.163
TPI Std: 2007
Max BC CSI: 0.014
Rep Factors Used: Yes
Max Web CS 1: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.01.01A.0723.13
a.No oqin
a
4001 5A 38 FF5581BO8137F4900992E95 FH
3$lr :caladtry Fs3aaad Mzrfknas;
PE (PL. Li-047282( an 0ed2aa, thzwa above Wng a 5RA i
aa.�eastisa�rscadr_
2zbmd"a el6k drxnamwA rmm s7w=ii�ad dgnad and salad
and tl4S 2 asxt4rmtosm cede roust 6avcdfL-dm mydactrank
capim
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL 1W
B 150 / 89 / 157 1- / 42 / 3.5
D 11 /2 /10 /- /- /1.5
C -14 /25 /22 /- /- /1.5
Wind reactions based on MWFRS
B Min Big Width Req = 1.5
D Min Brg Width Req = -
C Min Big Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 27 -19
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
]uire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
f Safety Information, by TPI and'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary
BCSI.. Unless noted a herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 610,
le. Appiv plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Nefer to
a division of
any structure is
fis drawing,any failure to build the
on this drawing or cover page.
ie design shown. The suitability
Job Number: 136DCS015 I Ply: 1 1 SEQN: 539416 / T21 / HIP_
4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL City: 2 FROM: AH DRW.
Truss Label: CJ7 I Wgt: 42.0 Ibs .. / ... 10/13/17
2X4(A1) B
T
42 A
6'3"
6'3"
12
4.24 p
9'10"1
3'7"
D
y3X4 C
r
iY) in
v
G =5X6 F E
1112X4
f-- 1'5" 61"4 3'2" 6"1
6'1"4 97"4 9'1
Loading Criteria (pst)
Wind Criteria
Snow ICriteria (Pg,Pf in PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: N/� Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Loc R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.015 G 999 240
B 330 / 208 /- /- /- / 10.6
BCLL: 0.00
Enclosure: Closed
Lu: NC Cs: NA
VERT(TL): 0.034 G 999 180
E 385 / 175 / - / 0 / 0 / 1.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.004 F - -
D 29 / 14 / - / - /- / 1.5
Des Ld: 37.00
EXP: C
HORZ(TL): 0.010 F - -
Wind reactions based on MWFRS
Code /�Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 psf
Creep Factor: 1.5
B Min Br Width Re
g q = 1.5
Soffit: 2.00
BCDL: 5.0 psf
Bldg C de: FBC 2014 RES
Max TC CSI: 0.241
E Min B Width Re q =
Load Duration: 1.25
MWFRS Parallel Dist: D to h/2
TPI S4 2007
I
Max BC CSI: 0.326
D Min Brg Width Req =
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
�
Max Web CSI: 0.256
Bearing B requires a seat plate.
Loc. from endwall: not in 4.50 it
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate T�pe(s):
VIEW Ver: 16.01.00F.0504.20
Wind Duration: 1.60
WAVE
Maximum Top Chord Forces Per Ply (Ibs)
I Ch d
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 "l3B" 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 pif at
0.00
TC- From 2 pif at 0.00 to 2 plf at
9.84
BC- From 0 pif at -1.41 to 4 plf at
0.00
BC- From 2 plf at 0.00 to 2 pif at
9.84
TC- -7 lb Cone- 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.
4001
rhfttsntn
�a (k1. tit
avW.
"'WARNING"" READ AND FOLLOW ALL
'"IMPORTANT" FURNISH THIS DRAWING TO ALL C
icable. Apply plates to each face of truss and position as
is 160A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall nc
any
0
a
FF5B81BOBB7F4800992E95 FB
Qaid iffiZ.dby M3SwA NUrt{izz,
dtx t mat mmAdM4 ligned=d s bd
,4asi-AmdarmmthawdfW ra =jd=fmnk .
or s Tens.Comp. Chords Tens. Comp_
A-B 14 -11 C-D 55 -72
B - C 330 - 650
Maximum Bat 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
ON THIS DRAWING!
;TORS INCLUDING THE INSTALLERS
bracing. Refer to and follow the latest edition of BCSI (Building
:) performing these functions. Installers shall provide temporarryy
:hed structural sheathing and bottom chord shall have a propefly
s shall have bracing installed per BCSI sections B3, B7 or BB10,
ve and on the Join Details, unless noted otherwise. (2efer to
isible for any deviation from this drawing,any failure to build the
ind bracing of trusses.A seal on this drawing or cover page
) responsibility solely_for the design shown. The suitability
web
Job Number: 136DCS015 Ply: 1 SEQN: 6890551 T25 / HIP_
4EBB 1828-Cali "D" LL OL /DR Horton 14EBB 1828-Cali "D" LL OL Qty: 2 FROM: JAH DRW:
Truss Label: CJ31- Wgt: 16.8 Ibs .. / ... 10/13/17
T3
Loading Criteria (psf)
TOLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 0.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Sid: 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 11/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/112013)
Top chord.2x4 SP #1
Bot chord 2x4 SP 91
Lumber value set "l3B" 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.
Left bottom chord exposed to wind.
C
�7
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NI
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: No
FT/RT:20(0)/l0(0)
Plate Type(s):
WAVE
SSA
4'2" 3
4'2" 3
DeflICSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): 0.001 D -
HORZ(TL): 0.002 D -
Creep Factor. 1.5
Max TC CSI: 0.091
Max BC CSI: 0.052
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 17.01.01A.0723.13
40 01 SA38 FF 50 SI BU B5 7F 00 99 2E 85 FB
lfiatr Item hasi#cm elec?rcrsisa�.ps{�'ncd.a� salad fiy :dszxasf baartinca,
a"E (fL, Lk.0471921 on Lie dads shawaaba-M tranga SFA 3
st.thnndsa.?t�aaala.
2Ysatud cgsiu�xhi5 data^..v��ava eat ctusstdmad dgna3snd salad
teak the. R+3 hen ali�mas2de err tbx wcrificdt ued"tmnk
awim.
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B B4 /45 1- 1- 1- /3.5
C 64 148 /- 1- !- 11.5
D 28 /- /7 /- /- 11.6
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, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
f Safety Information, by TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted ojherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly
id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
e. Apply plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. (2efer to
60A-Z far standard plate positions.
a division of
ltt 1,or Torn
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
rPl 1 Sec.2.
A: www.sbcindustry.com; IM www.icsafe.
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Ort 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Ors 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
❑ri 120 mch Wind Sneed. 15' Mean Heloht. Partially Enclosed. Exoosure D, Kzt = 1.00
S
2x4 Brace
Gable Vertical
pacing Species IGrade
No
Braces
(1) lx4 'L' Brace it
(1) 2x4 'L' Brace a
(2) 2x4 'L' Brace as
(L) 2x6 'L' Brace a
(2) 2x6 'L' Brace a
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'
l -
S P F
113
3' 8'
5' 9'
6' 2'
7' 8'
7' 11'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0'
Stud
3' 8'
5' 9'
6' 1'
7' 8'
7' 11'
9' 1'
9' 6'
12' 0'
12, 6'
14' 0'
14' 0'
Q
F
Standard
3' S'
4' 11'
5' 3'
6' 7'
7' 1'
8' 11'
9' 6'
10' 4'
li' 1'
14' 0'
14' 0'
#1
4' 0'
6' 8'
6' ll'
7' 10'
8' 2' 1
9' 4'
9' 8'
12' 4'
12' 9'
14' 0'
14' 0'
—�
S P
#2
3' 10,
6' 7'
6' 10'
7' 9'
e' 1'
9' 3'
9' 7'
12' 2'
12' 8'
1 14' 0'
140'
#3
3' 9'
5' 3'
5' 7'
6' It'
7' 5'
9' 2'
9' 7'
10, li'
Ill 8'
14' 0'
14' 0'
(U
7�
D F L
i Stud
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
to, 11'
11' 8'
14' 0'
14' 0'
Standnrd
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' It,
9' 8'
10' 4'
13, 1'
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'
L4' 0'
S P F
#3
4' 2'
7' 1'
7' 9'
8' 9'
9' 1'
10' 5'
to, to,
13' 9'
14' 0'
14' 0'
14' 0'
U
Stud
4' 2'
7' 1'
7' 6'
8' 9'
9' 1'
10' 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
O
H F
Standard
4' 2'
6' 1'
6' 5'
8' V
8' B'
10' 5'
10' 10'
12' 8'
13' 7'
14' 0'
14' 0'
# 1
4' 7'
7' 7'
7' 11 •
9' 0'
9' 4'
10, 8'
11' 1'
14' 0'
14' 0'
14' 0'
14' 0'
/
P
#2
4' 5'
7' 6'
7' 9'
e' 10,
9' 3'
10' 7'
it, 0'
13' 11'
14' 0'
14' 0'
14' 0'
03
4' 4'
6' 5'
6' 10'
S' 6'
9' 1'
10' 6'
10, 11•
13, 4'
14' 0'
14' 0'
14' U'
QJ
11
D F L
Stud
4' 4'
6' S'
6' t0'
8' 6'
9' i'
10' 6'
10, Ill
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2'
S' 8'
6' 0'
7' 6'
8' 0'
10' 2'
10' 10,
11' 10•
12' 7'
14' 0'
14' 0'
#1 / #2
1 4' 10'
8' 3'
8' 7'
9' 9'
t0' 2'
10' 7'
12, 1'
14' 0'
14' 0'
14' 0'
14' 0'
S P F
#3
4' 7'
B' 2'
8' 5'
9' 8'
10' 0'
Ill 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
U
L'
Stud
4' 7'
8' 2'
8' 5'
9' 8'
10, 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
X
O
H F
Standnrd
4' 7'
7' 0'
7' 5'
9' 4'
10, 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
#1.
5' 1'
8' 5'
e' 8'
9' 11'
10' 3'
11' 9'
12' 3'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 10'
8' 3'
8' 7'
9' 9'
10, 2'
11' 7'
12' V
14' 0'
14' 0'
14' 0'
14' 0'
d
#3
4' 9'
7' 4'
7' 10'
9' 8'
10, 1'
11' 7'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
CU
a• --I
D F L
Stud
4' 9'
7' 4'
7' 10'
9' 8'
10' 1'
11' 7'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 7'
1 6' 6'
6' 11'
8' 8'
9' 3'
11' 6'
12, 0'
13' 7'
14' 0'
14' 0'
1 14' 0'
Bracing Group Species and Grades -
Group AI
S ruce-Plne-Fir Hen -Fir
Stnndard #2 Stud
#3 Stud #3 Stnndard
Dou las Fir -Larch Southern Plneaaw
#3 #3
Stud Stud
Standard Standard
Group Bt
Hen -Fir
#1 & Btr
#1
Do las Flr-Larch Southern Plneaaa
#t #1
#2 a2
lx4 Braces shall be SRB (Stress -Rated Board).
aaFor Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values—Tayvatuea-Tay be used with these grades.
Gable Truss DetaiL Notes,
Wind Load deflection criterion Is L/240.
Provide uplift connections for 75 pl£ over
continuous bearing (5 psf TC Dead Load).
Gable end supports toad from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'0,0' min) malts.
Atioutj�
)K For (1) 'L' bracer space nalls at 2' o,c.
able Truss
In 18' end zones and 4' MC. between zones.
— _
_
T
or (2> 'C races. space nulls at 3' o.c,
in 18• and zones and 6' o,c. between zones.
—Diagonal-brace-option
—
-
-
vertical length may be
doubled when diagonal
18'
I
bracing must be a minimum of 80% of web
brace Is used. Connect
L
member length.
diagonal brace for 600#
Gable Vertical Plate Sizes
at each end. Max web
Brace
total length Is 14'.
W)K
Vertical Lennth No Splice
2x6 DF-L #2 or
Less than 4' 0' 2X3
better diagonal
+
Greater than 4' 0', but 3X4
Vertical length shown
bracer single
9
less .than !L' 6'
Greater than 6'
In table above.
45•
or double cut
(as shown) at
L
1
design
+Refer to common truss design for
o
upper end.
peak, splice, and heel plates,
'
ontinuous Bearing µtt9 llt O(t!� Refer to the Building Designer for conditions
ji!
Connect diagonal nt
th, not addressed by this detail.
for `tic, f j
midpoint of vertical web.
Refer
to chart
above ..Q@ �+ °^u g
-WARNMAN READ AND FaLujv ALL NaTES.am THIS DRAVDIGI
NeDWEIRTA 17— FURNISH TKS DRAVIHG To ALL CMffPACT= MMUDIM THE UMMIMS.
`V
Q' \GENS- '
��
REF ASCE7-10—GAB16015
Trusses extreme care In fabricating, hu.11ng"sh,pping, lnstattln and bracing. Refer?` -to and
:`\V F '
require
follow the latest edition of BCSI (Bulidng Component Safety Information, i?y TPI ww SBCA) fo'. safety14
practicae prior to parfo-Me these functions. Installers droll provWa temp—y bracln per BCSL
DATE 10/01/14
DRWG A16015ENC101014
O
unless noted otherwise, top chord shalt hove properly attached structural sheathing aruibott6n cI ra
of webs
Locations shorn far permanent lateral t" to
shall have o properly attached Hpltl sections 87 or BIe, lts 4pplic4ble. Apply plates to each Pace '
sand have bracing installed per Bba secdan the W{aRs, ess rated o else.
of truss and position as farm above and on the
d ��
tons
Refer to drawings 160A-2 for standard plate positions.
Alpine, a dNWrn of ITV BuAdIny Components Group Inc shall not be responsible for any deviatkm from
? • 'sV4 t+a ,{ '�
AM ITWCOMPANI'
this drawing, any failure to WWI truss In conformance with ANSI/TPI 1. or for horwittmg, shawng,
����j[ � q'
•�"y,
MAX, TOT, LD, 60 PSF
Installation 6 br wiruss ng of tes.
A seal on this drawing or cover page listing this drav(ng, Indicates acceptance of professlonat
erpineerft res ltha q solely for the design shank The sultabus tity and e of this drawing
\,\
13389 Lakefront Drive
for y structurer•espmsbUty of the bA&V Designer per ANSLRPI I Sect
an
•Pip, 4 1"
//a8ge.....
o
Earth City, MO 63045
For more information see this Job's general notes page and these web sites,
ALPINE, wwwa1oInaitmcoml TPI, www.tpbKt.or91 SBCA, wwwsbclndustry.or91 = wwwlccsafearg
.IttkkA�'�
_ __
MAX, SPACING 24,0
Gable Stud Reinforcement Detail
ASCE .7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or- 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
nr, IPO mnh Wlnd Snppd. no' Mean Heloht. PartlaLty Enclosed. Exoosure B. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species I Grade
No
Braces
(1) Ix4 'L' Brace e(
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace llw
(1) 2x6 'L' Brace x
(2) 2x6 'L' Brace ie
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
#1 / #2
3' 8'
6' 3'
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
12101
13' 9'
14' 0'
u
S P F
u
03
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
8' 8'
9' 1'
11' 3'
11' 11'
13' 7'
14' 0'
Stud
3' 6'
5' 4'
5' 8'
7' 2'
7' 7'
8' 8'
9' 1'
11' 2'
11' It'
13' 7'
14' 0'
O
i I F
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13, 1'
14' 0'
#1
3' 10' 1
6' 4'
6' 7' 1
7' 6'
7' 9'
1 8' 11'
9' 3'
11' 9'
12' 2'
13' 11'
14' 0'
J
S P
#2
3' B.
6' V
6' 6'.
7' 5'
7' 8'
8' 9'
9' 2'
It' 7'
12, 0'
13, 9'
14' 0'
(U
D F L
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
g' 9'
9' 1'
10, 1'
10, 10,
13, 8'
14' 0'
Stud
3' 7'
4' t0'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10, 1'
10, 10'
13' 8'
14' 0'
Standard
3' 3'
4' 3'
4' 7'
5' 8'
6' V
7' 9'
8' 3'
8' It,
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 F
#3
4' 0'
6' 7'
7' S'
8' 4'
a, 8'
9' 11'
10' 4'
13' 1'
13' 7'
14' 0'
14' 0'
L
U
Stud
4' 0'
6' 7'
7' 0'
8' 4'
8' B'
9' 11'
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
O
H
Standard
4' 0'
5' 8'
6' 0'
7' 6'
8' 0'
9' 11'
10' 4'
11' l0'
12' 8'
14' 0'
14' 0'
CU
#1
4' 5'
7' 3'
7' 6'
8' 7'
e' 11'
10' 2'
10' 7'
13' 5'
13' 11'
14' 0'
14' 0'
C
QJ
'-,D
P
D F L
#2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10, 1'
10' 6'
13' 3'
13' 9'
14' 0'
#3
4' V
5' 11'
6' 4'
7' 11'
8' 5'
10, 0'
10, 5'
12' 5'
13' 3'
14' 0'
14' 0'
Stud
4' 1'
5' IV
6' 4'
7' 11'
8' 5'
10, 0'
to, 5'
12' 5'
13, 3'
14' 0'
14' 0'
Standard
4' 0'
5' 3'
5' 7'
7' 0'
7' 6'
9' S'
10' 2'
11' 0'
IS' 9'
14' 0'
14' 0'
#1 / #2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
t0' 1'
it, 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P F
#3
4' 5'
7' 7'
9' 1'
9' 2'
9' 6'
10, ill
ill 5'
14' 0'
14' 0'
14' 0'
14' 0'
U
Stud
4' 5'
7' 7'
B' 1'
9' 2'
9' 6'
10, 11'
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
X
O
I 1
H P
Standard
4' 5'
6' 6'
6' 11'
8' 8'
9' 3'
10, Ill
11' 5'
13' 7'
14' 0'
14' 0'
14' 0'
#1
4' 10'
8' 0'
8' 3'
9' 5'
9' 9'
ll' 2'
it, 8'
14' 0'
14' 0'
14' 0'
14' 0'
d
P
#2
4' B'
7' 11'
8' 2'
9' 4'
9' 8'
11' 1'
Il' 6'
14' 0'
14' 0'
14' 0'
14'
�OV-
able
ono n`l t �nttnuous Bearing
Connect din
8 l
midpoint of vertical web. Refer to chart above for rtax gs�6`t~e Illllllllrt(Nay )wags
—WA%4D4G w READ AND FALLOW ALL NOTES OH THIS DRAVM
ewplpORTANTo FIAWISH THIS DRAVRIG TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extrene care In fabrkatkg, handling, shlppbg, Installing and bracing. Refer to and
fallow the latest adl<ion of BCS1 (Mcrmg ma Component Safety Information, by TPI and SBCA) for safety mil♦ `
practises prior to performing these Punctlens. Installers shall provide temporary bracing per BCSI.
Unless noted otherwise, top chord shall I— properly attached st-.t—.( sheotH g and button chord NO
shall Fmve a properly attached rigid ceiiag, Locations shown for parnnnent late-( restraint of webs /
shall wave b-,yng instaged per BCS1 sections 83, li7 w 910, as applicable. Apply plet- to each face
of truss a- position how, above and on the Jal nt Details, unless not" otherwise.
Refer <o d-wings 16OA-Z for sUndard plate positions.
Alpine, a division of ITW Building Conpanents Group Inc shag not be respa fble for any d"ation from ATE OF
AN IIWCOMPANY this drnNrg, any failure to bWld the truss h confornance with ANSI/TPI 1, or for handlino. shipping.
hutaltatbn L bracbg of trusses.
A seal on tHs d•awing or cover page Us" this d- lag, indicates occeptance of profeswiannat l I7 V
engtr,eerbg responsep0lty solely far tlx de shom. The sultabi#ty and use of this tlrawirg
13389 Lako1ron10tivo far anY `truct+e'e is the resparu9nWty of the
BuLMg Designer per ANSLTPI I SecZ
Eadh City. M063045 For more InFo natlon see this Job's general notes page and these web sited �£s!¢¢z+ �dlAl Al ?�`w'1tzr,�t\
ALPINE, www.alpwneitw. -i TPI. www.tpinst.orgi SBCA, www.sbchdustry.orgi IM wewl ctafvarg !!F 4flVi!!s
Bracing Group Species and Grades)
Group At
S ruce-Pine-Fir Hem-Flr
#I / #2 Standard I F #2 Stud
#3 1 Stud I 1 03 Stnndnrd
➢ou Ins Fir -Larch Southern Pinewww
#3 #3
Stud Stud
Stnndnrd Standard
Group B,
Hem -Fir
#1 & Btr
#1
DO u las Fir -Larch Southern Plnewww
#t #1
#2 #2
Ix4 Braces shall be SRB (Stress -Rated Board).
"For Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these Braces.
Gable truss UetoiL Notesi
Wind Load deflection criterion is L/240.
Provide uplift connections for 135 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3A' min) nulls.
)KE For (1) 'L' brace) space nails at 2' o.c.
In 18' end zones and 4' ac. between zones.
)K)KFor (2) 'L' braces, space nails at 3' o.c.
In IS' end zones and 6' o.c. between zones.
'L' bracing must be a minimum of 80% of web
member length.
Gable Vertical Plate Sizes
Verticol Len th No S lice
Less than 4' 0' 2X4
Greater than 4' 01, but 4X4
less than
* Refer to common truss design for
peak, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detail.
TOT, LD. 60 PSF
MAX. SPACING 24,0'
REF ASCE7-10-GAB16030
DATE 10/01/14
DRWG A16030ENC101014
Gable Detail
For Let -in Verticats
If web has a scab brace, then webs
over 48' from Joint to Joint need
to be braced with 'L' or 'T' braces,
Brace is 90% of member tength,
Gable vertical length
greater than 48' 'L'
or 'T' brace required
Gable Truss Plate Sizes
Refer to appropriate Alpine gable detail for
minimum plate sizes for vertical studs.
(E)Re,fer to Engineered truss design for peak,
splice, web, and heel plates,
®If gable vertical plates overlap, use a
single plate that covers the total area of
the overlapped plates to span the web.
Examples 2X4
zX4 2X8
\ t+) No ' or
�J brace required t.
I I
In lieu of scab brace Gable
Provide connections for uplift specified on the engineered truss design.
vertical length greater than
Attach each 'T' reinforcing member with
48' 'L' or 'T' brace required
End Driven Nails,
10d Common (0.148'x 3.',min) Nails at 4' o c. plus
(4) nulls In the top and bottom chords.
Rigid Sheathing
Toenailed Nallst
10d Common <0.148'x3',mIn) Toenails at 4' o.c, plus
4 Nnil
(4) toenails In the top and bottom chords.
IT'
This detail to be used with the appropriate Alpine gable detail for ASCE
Reinforcing
wind load.
Member
-
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, AU015051014, A10015051014, A14015051014,
Gable
Nails
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
Truss
S aced
P
At
ASCE 7-10 Gable Detail Drawings
4'
A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014
See appropriate Alpine gable detail for maximum unreinforced gable vertical length.
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toe -null - Dr - End-nalt
IN
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.
Jeb Length Increase w/ 'T' Brace
'T' Relnf.
'T'
Mbr. Size
Increase
—2x4—
30-7-
2x6
20
Exampiet
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'o.c. SP N3
'T' Reinforcing Member Size = 2x4
'T' Brace Increase (From Above) = 30% = 1.30
(1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
L30 x8'7'=11'2'
aVARNDlrite WAD AND FOUMW ALL HRHES ON THIS 1RAWING1
1019M tTANT" FURNISH THIS DRAWING TO ALL CU TRACiDtS I�DIDNG TIE INSTALLERS.
>:*t+tettuxu .
REF LET -IN VERT
DATE 10/01/14
Trusses require extrem care In fabricating, hondttq. shipping, Installing and bracing. Refer to and
fallow the latest edklon of BCSI eeettdrng earponent Safety Information, by TPI mud SBCA) for safety
`�y!,
wP. a�°"S?,fir`:-.�
prnc�cas prior to pttrfonnInp those ftactlonm Instatlers shall provide temporary brad per BCSL
Urdess top have
ssa aanaa
R t°
noted otfierelse, chord shall property attached structural so—F.%H,p and botton chord
have
a
DRWG GBLLETIN1014
V
IH�
C]
shall a property attached rid caBhp Locations shown for permanent tatorat restraint of webs
shall have frrocLg ►.stntied perB(I sections 83, 87 or 870, as apptknbtc. ApptY ptntes to each fnca
truss tut
STATE ��,
��I�
lU�\`\Ill
of and ppoosition as shorn above and on the J Details, tales noted otimrwlse.
Refer to drawMgs 16OA-Z for standard plate positions.
So% f"�^"'•
* �c•+,C '2a`
,��'%;�oNAl-E�b'�
AN rWCOMPANY
Alpine, a dvlsbn of ITV BWdrp Components Graotilp bv- shall not be responslble for any deviation iron
this drawing, any failure to build the truss In cuMormonce with ANSUTPI 1, or for handittq. shipping,
Installation t brockV of trusses,
wasoseasen renummsu,e
MAX, TAT, LD, 60 PSF
A seal m this drawmtp or cover pa Istihp this draertp, Indicates acceptance of professional
enpbeerYp resparWfllty solNy for ilr design shown The suitability and use of this drattinii
.....»...
DUR, FAC, ANY
13M akefAWye
for a^1 �"=e is rite respoe�Mlty of the 11ultdNg Designer per �MWM 1 Sec .
MAX, SPACING 24.0"
EadhCty,h1063W
For tare lnformation sec *W Job's generat notes pane and these web sites,
ALPINE) wwwmlaIneltrcomt TPL ."Abinstorat SBCM www.sbcYxWstrvarot ED w Jccsafa.oro
9
ON
stops at plumb cut of
maintain pitch continuity,
x Hip f rame lumber is SPIT, So, Pine, HF,
or DFL Standard, Stud grade, or better,
Hip Frame Details
See Engineer's seated design for setback, `
(umber, plating, loading, and duration factor required,
I'R' Hip frame chords may be trimmed up to 2' to fit,
purlins must be intact and properly attached,
Hip Frame
Stepped Hip
System Trusses
Pitched and Sheathed
Chord Area
`- Hip Framex
B Bottom Chord
o- Attach hip frame to flat chords of stepped hips
at all overlapping points with (2) 0,131'x3.5' nails
Bottom chord of hip frame to be attached to
#1 hip with 0,131'x3,5' nails 2 6' o,c, maximum spacing,
— S—#— Stepped Nip
Setback
System Trusses
Use
ASCE
this detail
7-10, 180
for,
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
C,
or
Hip Frame
Hip frame
-provided by truss manufacturer,
is designed to provide bracing for flat top
ASCE
7-10,
160
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
D,
or
chords of
hip frame system where indicated, Flat top
ASCE
7-05,
140
mph,
30'
Mean Hgt,
Partially
Enclosed,
Cat
II,
Exp C, or
chards of
stepped hip system must be So. Pine lumber.
ASCE
7-02,
140
mph,
30'
Mean Hgt,
Partially
Enclosed,
Cat
II,
Exp C,
TormustarteLs be properly attached directly
�Xp
Residential,
Wind TC
DL=4,2 psi, Kzt=1,00
h r�.t i
['1wrlins
vaw313hc- REAn arm FwDv aLL NtlTES w THLS nE[avnua
—WMTANTrr FUiMSH THIS ➢RAVING TD ALLN7TRACUM II/CLSUDDRA'. THE DISTALI.BRS.
tom'' / '.
,Cj���1n
REF HIP FRAME
DATE 10/Ol/14
Trusses quire Irene care In fabrieating, handling, sHppLQ, inst4tft and brocMB• Refer to and
for
�e �'
;,
follow the latest etlltlon of BCSI csuading Component Safety Infornotlon, by TPI and SBCA) safety
practkes prkr to periarNng it... Functions. Installers shall provWe temporaryy braUrg per SCSI.
Unless noted otherwise, top chord sh.0 have property ottached structural sheatrtlng and bottom chore
Na
*
=
DRWG HIPFR1801014
a
shall have a property attached rpid caftwo locations thorn for pernonsnt lateral rostratnt of webs,
J or Beg, as applicable. tessno Applyy plates to each facet
shall have and the Joint Deta0.5, rnless noted otherrise.
rsi instas s per BCSI sections the
of truss and pposltlon as shorn above and
�' SAE OF
=
to
Refer to drawings 160A-Z for stuMortl plate posltWn2
Atp4m, a dWlslon of [TV Butting Conponents Group Ino shop not be responsible for any dl"latlon from
.�
AN Rw COMPANY
We drawing, any fnHure to b2d the truss In canFarnnnre with PNSI/TPI 3, or for fnndUng, shipping,
/
Nstaltatlan 6 bracing of trusses.
A seal on this draring or cover page Ustingg, this drawing, Yrlcates acceptance of professtonal
sately for
Is the
"Fs�eor
�/
�y �q• Q� �+'�\'\! �' •
Far any reponsbtlty the parANSLITPI SQ.Z
ti`t
13389 Lakefront Drive
Earth City, MO 63045
ornatlom see �o)P ,BuRdlmg�Dessgrter'
l not..e Wld theI sites
ALP Nrj rrwal tr.con TPA wmt Inis st Y•o', ICG nrlccmfe.ar
pinta i p argi SBCiv wrard)clnd 2 8
"Old t
/11[I/III;&%%%I
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 #l/#2, DF-L #2 or better.
x)K Attach each valley to every supporting truss with,
(2) 16d box (0.135' x 3.5') nails toe -nailed for
ASCE 7-10 160 mph. 30' Mean Height, Enclosed
Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00
Or
ASCE 7-10 140 mph. 30' Mean Height, Enclosed
Building, Exp. D, Wind TC DL=5 psf, Kzt = 1,00
Bottom chord may be square or pitched cut
as shown.
Valleys short enough to be cut as solid triangular
members from a single 2x6, or larger as required,
shall be permitted in lieu of fabricating from
separate 2x4 members,
All plates shown are ITW BCG Wave Plates.
3X4
12
12 Max, F-
2X4 X4
1 8-0-0 Max -i
4X4
12
12 Max. I-
1X3
IX3
5X4/SPL
Unless specified otherwise on engineer's seated design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of
web, same species and grade or better, attached with lOd 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 Square Cut
Bottom Chord Bottom Chord
Valley
1 oe-nailed Valley
2X4
4X4
2X4 if
Stubbed Valley Optional Hip
End Detail Joint Detail
1 Common Ti usses Partial Framing
20-0-0 (++) at_24' O.C. _ Plan
Supporting trusses at 24' o.c, maximum spacing.
tttutunul„p�,
"'I'Mew RFAB AM Fn.LUV ALL MITES @I TKS MAC
.IWCRTAHT. FURNISH TM BRAVM TD ALL CDHTRACTDRS RCUMIM THE WT&ILEI
%gl�
,`` r
TC LL 30
30
40PSF
REF VALLEY DETAIL
Trusses regWr trene cars In fobrkatirrg, hondling, shlppIna. Instal8ng and bradng, Refer to and
iollor the la4ste.NUon of BCSI (Biltdhp Cenponant Safety Information, by TPI and SBCA) for sofety,`
��
. �. jl� ✓j ''C
DL 20
15
7PSF
DATE 10/01/2014
pr etkes prior to perforrrhg these fuxtL;ra installers shall provide tenporary bratlnp par BCSL
un s noted otherwise, top chard shalt Mve property ettaehed structural sheathag . d bottom chord
$C DL 10
10
!0 PSF
DRWG VAL160101014
w.
d (� ��
shall lave a property attached N 1d ceNng Locations sI o— for pernana t lateral restraint of webs
shall have lr..IrV Installed per BCSI sect ns B3, B7 P10, as appuc.bl.. Apply plates to each ace
of truss and wttlion as shown above and an tin. Joint Bat.R., Mass noted atheMw.
_ t`
s�
7
Be LL 0
0
0 PSF
t'�lf—
Refer to draeings I6CA-2 far standard plate P..M-s
-
55
AN RiaaonrlP/�/iY
Alpine. a division of ITV UtVdHp Conponents" Inc. shalt not be responslbte far anY devWtfan Fran
this drawee, any follure to bull the truss In confornance with ANSI/TPI 1, or for h*rKU g, shipping.
�Tr' O
TOT. LD. 60
=
57PSF
Installation 4 bracing of trusses.
A seal on this drnwh or cover Page listing this drawing. Inck tes .=eptance of prof.sslo al
an salNy fw the design s1w— The sulhWlty and use of ttas drawee
`eglr+r
1
�}^
4 �3 77 Q�
UR,FAC.1.Z5/1.33
1.15
1.15
For eny is h. responcmilttY of the Huldng Deslgrwr Per ANSUIPi 1 S.r2
r'
SPACING
24,0'
13389 LaWronl Drive
Earth City, 63045
y
Far .-a krfarnotlm sea this Job'. oenerat notes ppaal�e and tones. web sites.
ALPM aw.Mpb.elt—on? TPL w—tphst.orgi SBC4 wwwsbclndustry.orgi ICO erw.kaofe.orp
.,
I, LS.E
Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160 nph Wind, 30.00 ft Mean Mgt, 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 Hgt, ASCE 7-10, Enclosed Bldg, locatetl 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.
ux Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications.
Detail A ' Purlin Spacing = 24' o.c, or less
Piggyback cap truss slant nailed to all top chord
12 purlin bracing with (2) 16d box nails (0.135'x3.5')
and secure top Up to 12 I I I \ (1 side only at chord h scab
each end) attached with
2 rows of 10d box nails (0.128'x3') at 4' o.c.
4'
4' Attach purlin bracing to the flat top chord
using (2> 16d box nails (0.135'x3.5').
I —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,cn
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 R3 grade scab (1 side only at each end)
attached with 2 rows of IOd box nails <0.128'x3') at 4' o.c.
12 Attach purlin bracing to the flat top chord
using a minimum of (2) 16d box nails (0.135'0.5').
Up to 12 V I I I I \\
4'
\\ Purlin Spacing >
I I \\ I I I I
24' o.c. max
Full LTop Chord Scab (Typical Each End) Chord Fiat top chord purlins required at
Depth both ends, purlin spacing > 24' o,c.
Notes If purlins or sheathing are not specified on the flat top of the base
truss, purlins must be Installed at 24' o.c, max, and use Detail A. t�ajjjjiiillb
WARMNC— REAR AND FOLLOW ALL NOTES ON THIS DRAVIW 0"' it wlilt,
s-1104MANTss FUMSH THIS DRAVV G TO ALL CMTRACTURS INCLUDING THE INSTALLERS. ` '7h7r
Trusses —WIre extreme core In fabricating, handling, sHipping, Instotft and broeingg Refer to "d ^
follow the latest e,111- of RCSI (Busdi ng Component Safety InfonwtbCn, by TPI and SBCAI for safety ���V L��� �C
practices prior to porfornMg these functions. Install— shall provide temporary bracing par BCSI.
Unlnoted otherwise, top chord shall have properly attached s-t—t—t shaatW.g and bottom chord � � IV
shall have a properly attached igid -Mng• Locotla- sham for pernonent lateral restraint of web.
shall have and
r.1 Installed Per HCSI sections the
J or BID, asapptka-bto. Apply pintas to each Fncv =
of truss dra ppoos16C as sham hoar pt on the Joint Detnss, unlesa noted afheMs¢. _
Reier to drawings 160A-Z for standard plate positbrLs.
Atpine, a dlvlsion of ITV Mdt7 Components Grouupp Inc, shall not be responsible far ony devWtlon fro. %'t�
AN RWCL�MPANY tNs drawing, any fnnure to bond the truss In canfornamxe with ANSI/TPI 1, or for hnndUng, sNPDt g, 1 Ate
Installation L bracing of trusses.
A sent on this drawdrawing or cover page Ustha
g this drawing, V.11—tes acceptance of of professional
eng4rcerig sensponsDSUty (drip for the design shorn. The SuitabWty and use of thin drawNg 'sag
it any struelve Is Hne respor�llty of the Bulydeng Oes7{yxr per ANSI/iPI 1 Sac2 A4
A�Ccer rm more information see this ,Job's general s al notes page and these web sites,
H Montof" For
ssrnlolneits.comt TPD www.tninstorom SBCA, ww.sbcindustrvorot ICC, wwwlcesafe.ora rEi,_ ilAldl SLY
The top chord #3 grade 2x4 scab may be replaced
with either of the followings (1) 3X8 Trulox
plate attached with (8) 0,120'xl.375' nails, (4)
Into cap TC 5 (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. Notes 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
3XIO Trulox plates for 2x6 and larger chord
members. Attach to each face a 8' o.c. with (4)
0.120'x1.375' nails Into cap bottom chord and (4)
In base truss top chord. Trutox plates may be
staggered 4' o.c. front to back faces.
APA Rated Gusset
8'x8'x7/16' <min) APA rated sheathing gussets
(each face). Attach @ 8' o.c, with <8) bd common
(0.113'x2') nails per gusset, (4) In cap bottom
chord and (4) In base truss top chord. Gussets
may be staggered 4' o.c. front to back faces.
2x4 Vertical Scabs
2x4 SPF N2, full chord depth scabs (each face).
Attach a 8' o.c. with (6) 10d box nails <0.128'x3')
per scab, (3) In cap bottom chord and (3) In
base truss top chord. Scabs may be staggered
4' o.c. front to back faces.
28PB Wave Piggyback Plate
One 28PB wave plgggyback plate to each face
P 8' o.c Attach {eeth to plggzback at time of
nbrlcntlon. Attach to suppor ng truss with
(4) 0,120'x1.375' nails per face per ply,
Piggyback plates may be staggered 4' o.c. front
to back faces.
24,0'
REF PIGGYBACK
DATE 10/01/14
DRWG PB160101014
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-relnforecement or scab reinforcement.
Alternative reinforcement specified In chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Web Member
Specified CLR
Alternative Reinforecement
Size
Restraint
T- or L- Reinf.
Scab Reinf,
2x3 or 2x4
1 row
2x4
1-2x4
2x3 or 2x4
2 rows
2x6
2-2x4
2x6
1 row
2x4
I-2x6
2x6
2 rows
2x6
2-2x4OO
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x6010
T�relnforceKer t—L—rein-forcemen , or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design,
010 Center scab on wide face of web. Apply (1) scab to each
face of web.
Member Substitution
T-Reinforcement
or T-Reinf.
L-Reinforcementl 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 80% of web
member length.
T-Reinf. L-Reinf,
Scab Reinforcementl
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 80% of web member length.
Scab Reinf, I '
-VARMM" READ NO FU"V All. NOTM UN TNTS >B+AvM
p� "E�i TC LL PSF REF CLR Subst,
.-DWMTANTrr nMiM M HRAWIM TO ALL CONTRACTORS 1NC1.1tBM nC INSTALLERS.`veL fYlgh yid
Trusses require extreme care In Fabri ating, handling, andpphg, Instatung and bracN. Refer to nM �� Q` A/ ��� TC DL PSF DATE 10/01/14
foUor the Ink.t .�Utan of HCSI Huang Component Safety trMorna 1, by TPI and III for S.Fery
pprraactkec prior to perfortte,0 these functions. Installers shall provide temporary M 27 per HCSL `
Untesc rated otherdse, top chord shalt have property attached structural aheathing and bottom chord t� C DL PSF DRWG BRCLBSUB1014
v shalt have a properly attached X celUng. Locations shorn For permanent lateral restraint of webs
chatt have brad InskLLed par t sections B3, H7 o- Hle, ns Knble. Ppply plates to each face
d �� f tr
us. andr.tim a. shnrn abaxa am on the "aa,t ° er mated atmar.lsa. $C LL PSF
L�lf— Refer to drarng. 16OA-Z far standard plot. positions.
Alpine, a divlslan of ITV Bultdin Component. Group Inc, shalt not be rgponslbt. far an deviation from = or
TOT. LD. PSF
AN RWCOMPANY this drawing, any f4.71! to bWl the truss M conformance with ANSVTPI 1, or far hardl ng, -hipping,
. A s atbn L is drg of trusses.
A seal om fink drnwNg o— rover page llstL,g this drawing. lndcntes acceptance of professional - =r' Q
erheeri�p ty saetr for the design sharp. Th. sultabiLLty and use of thl. draw►g FAC,
fo— an siructurere�W a is the resparu�llty of the Bu0.
13309 Lakefront Drive y Far more Mfarmntion see thLS job's enerat PQ'eANaSntl tloeseSreb sites, R6� i\<< SPACING
Earth CIry.M0530a5 ALPINE, rrralp41a1tr.CM1 TPI- nw.taltorai SBCN wew.sbcV,uigustrvorgl ICO wwv1ccsofearn �ffe,. 17"il'1 Al., 11Iai� ..a0a
Cracked or Broken Member Repair Detail
Load Duration = 07
This drawing specifies repairs for a truss with broken chord Member forces may be increased for Duration of Load
or web member.
This design Is valid onlyy 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
(U = 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.
Mfnlmum side member length(s) = (2)(U + (B)
Scab member length (S) must be within the broken panel,
Nall Into 2x4 members using two (2) rows at 4' o,c„ rows staggered.
Nall into 2x6 members using three (3) rows at 4' o.c., rows staggered.
Nail using 10d box or gun nails (0,128'x3', min) Into each side member.
The maximum permitted lumber grade for use with this
detail is limited to Visual grade #1 and MSR grade 1650f,
This repair detail may be used for broken connector plate at
mid -panel splices.
This repair detail may not be used for damaged chord or web
sections occurring within the connector plate area.
Broken chord may not support any tie -In loads,
s
L L
Typical ~
+ o + o + o + o
o + o + o + o +
—i 2' 1—
Stagger
= Back Face 10d Box (0,128' x 3', min) Nailsl
= Front Face 2x4 Member - Double Row Stagger(
2x6 Member - Triole Row Staggere
Nail Spacina 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
r
4
975#
1055#
1495#
1745#
Web or Chord
2x6
14651t
1585#
2245#
2620#
Web or Chord
2x4
r
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
P
4
2975#
3045#
3505#
3835#
Web or Chord
2x6
4395#
4500#
5225#
5725#
Web or Chord
2x4
48'
3460#
3540#
4070#
4445#
Web or Chord
2x6
5165#
5280#
6095#
6660#
Nlnlnun
L Dlstance
-MARNR4G" READ AND FUUMV ALL NOTES ON THIS DRAVD1Fd �r �..- 3o!
r REF MEMBER REPAIR
ewDPORTANio FlA7NISN THIS DRAVINfi 10 ALL fBJfRACT(BLS DVCLUDWG THE B'/STALLERS.��� �I ''✓f
Trusses equtre Xtrehw c In fabricating, h..dl", shipping, InstolUng and bracing. Refer to and ''+ay
Follow the la}est edtion of BCSI (Buiteng 1,ghonent Safety Inforhatlon, by TPI and SBCAI for safety �� 1 DATE 10 �01 �14
p'octices prior to performing these functions. Installers shall provid¢ tenpornry tradng per BCSI.
Unless noted otherwise, top chord shall have property attached structural shantFJng and button char °' w DRWG REPCHRD1014
shall have properly attached Npld caging. Locations sham for permonent lateral restraint of webs
QF7 f=1Q shall have bracing Inctas s per B[SI section H3, B7 or BID, as applicable. Apply plates to each face
III II�I1Lllr_1-"I of truss antl asltlo. as shown above and on the Joint Deta0.s, unless noted oth.1.1s.. ^C
Refer to drawings 16OA-Z for standard plate positions. Yf
Alpine, a tivision of IN Bulking Conponents Group Inc. shall not be responsible for ony devla}lon from ,!1 �.
AN IT\N ODMR4NY this drawing any f.Rure to bu0.d the truss In c-Forhance with ANSI/TPI 1, or far, handUn0, swpping, "/ p
hstnllatlon L brackv of trusses.
A seat on this drawing or cover page Usttng this dmwhg, 6idcates acceptance of professional
englneeNng respona6h41ty solely far Me design cram, The statabtity and vse of th's drawing
I3389 [akotronl Drive for any st,.cture m the resaonsbWty of the &AdlIng Designer pereµand these slten n1141�Uf�AL-�1�tft�SPACING 24A' MAX
Earth City, MO 63006 For more Infwmtlon see this job's general autos
ALPINE wwwalpineltw.cohl 61. rn.tpbhst.orgi SBCfv www,cbclnd"tryorgi IM wwwJ—fvarg ff 111
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
(_ 4' 0' OC MAX. � LENGTH TO. TRIM FILLER
r EXISTING FILLER {.��I
SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL,
USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE
FRAME CHORDS.
USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR
FALSE FRAME WEBS,
LOCATE VERTICALS AT 4'-0' ❑,C. MAX., OR SEE NEXT ❑PTION.
IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN
+ OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
(4' MAX, PANEL LENGTH),
APPLY REQUIRED BRACING (SEE BELOW),
OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX.
FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS),
)KCATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND
LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD.
REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING
FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD
PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX.
SPACING AND 10PSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS
mn=n ❑N THIS SHEET
T USE THIS DETAIL FOR,
ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITI❑NS).
:RIOR BEARINGS AT ANY LOCATION ON THE TRUSS.
DS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME,
LOADS CONNECTED TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES.
DER GRADES LESS THAN SPECIFIED ON THIS DETAIL.
TICALS SPACED APART MORE THAN PANEL POINTS <IF>4'-0'),
iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
N❑TEI 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, OR AN
ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE),
- PLACE FALSE_ERAME_CHORD—IN-PL-ANE—WI--TH THE —TRUSS.
= CU-T VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ.
- JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX
<0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN, VERTICAL BLD
- MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND
8d NAILS (0,113x2,5') R 3' O.C. AT THE FALSE FRAME HEEL JOINT IF
DESIRED.
- VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE
(0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS),
- IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN IS -
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),
WAWD4Msw READ Arm F0.LBV ALL NBTES ON TMIs BRAVINfd
wwWMTANTm FlMagl THIS BRAVING M ALL CINGRACMU 12CLO NG n6 TNSTAUMM
`.%%- V.-%_ 1V1�1/:'''�,
• `V Ile
REF BC FILLER
DATE 10/Ol/14
Trusses require ewtrene core In fabricating. handling, sKwig, Instutttnp and bracing. Refer to and
folla+ the latest edition of HCSI (Building Component Safety Tnforratbn, y TP[ and SBCA) for safety
\ ��(=N�+ �"r,P
,(�
practices prior to pwrPor h these functions. Instatlers shall provide temporary bracing per HCSL
top have sham and bottom chord-
�� v C rp
REPBCFIL1D14
ess noted otherwise, card shall properly attached structural
shall have attached rtpkl Locations shown Poe lateral restraint of webs
N
DRWG
d ^�
IIIIrrr--�
a properly Zii. pernanent
J or Det a, apolss le.no Apply plates W satin Face
shad have bentlng ion asrd per above
Bandon the
of truss and ppaodtbn as ¢ha+n ahovo and an lino Joint Dotn¢c, wl¢ss rototl otherwise.
Ti
Refer to drawings 16OA-Z far standard plate pasttions.
Alpine, n dvlslon of NY Components GmLV Inc shall not be responsble for any deviation fr
t,` A4 f7 �'
AN fIWGOMPANY
this drawMg any F.11— to brildthe truss InconFornance with ANSLITPI 1, or for h—RIng, sNppkvl
Installation L broof trusses.
A aeal an this dr�� ** or cover page Usting this droving, truIIcotes acceptance of profcsslonol
far the design TM this drawing
engh re solely shown. sultabuty and use of
for v� Is tFa r espons6tlty of the Mating Boslgner per ANSw I S.P_
Lakefront
information this these
r< H L1
Earth City, M063045
Eaflh 3045
For more see job's general notes page and web sites,
ALKNO wwcalpineltw.co,a TPp ws+.tpinsstorgi SKA www.sbc1Adustry.orgl ICO—.1"safeorg
p� A N
�''}fE
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 f t Mean hgt, located anywhere in roof,
wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00,
Minimum 2X4 scab, sane grade and species as top chord designated on
Engineer's sealed design and three times the overhang length. Attach
overhang scab to one face of top chord with 10d box (0,128'x3,0", min)
nails at 80 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,
-- ----_ __ VMNNGD.. WAD AND rM.LDV ALL NOTM CN TWS DRAw1Gl
■.D�tTu+ro FURNM TNIS DRAvme M ALL EaKmams n+ umm THE IMTALLERS.
`�P �/\• ---• •,,�,a --vy
'% �J `Y
'�
TOTAL TOP CHORD
TO
REF 2X4 SCAB O.H.
DATE 10/01/14
Trusses require extreme [ore In FabrkoVM hendUng, shipping, InstclUng and broehg. Refer to and
fdlo. the latest edKlan of BCSL 111 Conpanent Saf¢ty Inforl", by 11 and S A> Far safety
` Q, �C,EIV$F
�, ."'ass
L❑AD NOT
EXCEED 40 PSF
DRWG ❑HSCB2X41014
ppractices prbr to performing these functions. Installers sMll provide t¢nP.,!:. bradng per BCSL
Unless noted othereke, tap chard sMll have properly ttached structural ahra and bottom [hard
='g
_ No
DEAD PLUS LIVE)
shall hove a properly ottnched r . ceMng. Lo[attons eho.n far permanent lateral restraint of .ebs
_
Q �U
omit have bracing Installed per BCSL cer-d on tI j or 810, as oppl.... Apply plates to each face
of truss nrd ppoogt on ac sham abov¢ antl on the jointDetnls, uNess noted otherrke.
=Xas.1
T
ReFer to 16gA-Z for standard plate positl—
S' QTE. OF
AN 111NCOMPANY
Alpine, a dWslon of RV Duednp Components ( Inc shall not be responsible for any devlatlon Fron
tWs dnaving any FaRvre to build the truss In conformance with ANSI/TPI 1, or for handUng, - ppl lg,
! �Q
�4
InstnUatbn L bracing of trusses.
A seal on this droebg or cover page Ustbg W. dra.hg, I c[I-te3 occeptonce of professional
engY.eereg re y solely for the design sk.— The sWtabalty and use of tWs drm kV
�® 1O
f9�. �.�
DUR, FAC, 1,15/1.25
13319
for any struchre ttur respansMky of the bAdng WsW" per AN LIM 1 See2.
For no" Infornation see tl� notes page and theIcaveb
gdf 'lQNA1
24�
.rdh Cty M063U45
job's 0eneral
site�f¢
ALPINE, rA Ipineltr.con! Me ere. Inst.or SBCA- ■w.sbcuW,str .org
\t\\°\
SPACING