HomeMy WebLinkAboutPROJECT DESCRIPTIONRANEY COMPONENTS
L7nev 19900 Independence Blvd.
Groveland, FI 34736
oMponent5, ur Phone: (352)429-9429 Fax: (352)429-7429
Cover Sheet
Order #
JOB # 136DCS127
Printed: Fri, Aug 25 2017
Job Information. Address: EOR Name and License Number:
Customer Name: ' Creekside Lot 127
DR Horton 1 8432 Cobblestone Dr
Description: ; City, State, Zip:
4EBB 1828-Cali "C" LL OIL iFt. Pierce, FL
--- - ' - -- - ----- --- - -- — -- - - I - - - - —Loading Information:
Root Loads: Floor Loads:
TC Live: TC Dead: BC Live: i BC Dead: TC Live: TC Dead: BC Live: BC Dead:
20 7 0 10 0 0 0 0
I
Bldg. Code: Wind Std: Wind Speed: Bldg. Useage: Building Type: Wind Type:
FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M j
Pages or sheets covered by this seal from: 1 thru 32 Total 32
# DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO
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13 Al2
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A14G
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BlGE
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C1GE
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D1
21 D2G
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ER
25 ERA
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BJ5
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Page 1 of 1
RANEY COMPONENTS
aalw 19900 Independence Blvd.
Groveland, FI 34736
omponents, cu one: (352)429-9429 ' (352)429-0304 " Fax: (352)429-7429
Cover Sheet
Order #
JOB # 136DCS127
Printed: Tue, Aug 1 2017
✓UU unUr111MIU11
Address:
EOR Name and License Number:
stainer Name:
Creekside Lot 127
3 Horton
8432 Cobblestone Dr
scription:
City, State, Zip:
:BB 1828-Cali "C" LL OL
Port St Lucie, FL
Information
oading
Root Loads:
TC Live: TC Dead.,
BC Live:
BC Dead:
floor Loads:
TC Live., TC Dead: BC Live:
BC Dead:
20
7
0
10
0
0
0
0
Bldg. Code:
Wind Std:
Wind Speed:
Bldg. Useage: Building Type: Wind Type:
FBC 2014 RES
ASCE 7-10
160
Residential - CAT II C MWFRC & C&C W/M
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# DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO
1 Al
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AtA
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A2
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A3
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A5
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A6
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A7
9 AS
10
A9
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12
All
13 Al2
14
A13
15
A14G
16
A15
17 A16
18
B1GE
19
01GE
20
Di
21 D2G
22
V4
23
VS
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EJ7
25 ERA
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BJ5
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BJ3
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CJ3A
DlgRaily signed by Manuel Martinez
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Representative, ou=M AND E
ASSOUATEB PA, cn=Manuel Martinez,
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STATE
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Page 1 of 1
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Job Number: 136DCS127 Ply: 1 SEQN: 6354841 T10 / COMN
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" L1 OL Qty: 11 FROM: AH DRW:
Truss Label: Al I Wgt: 221.2 Ibs / ... O8/01/17
T10" 14'4"7 19'10" 25'3"9 31'10" 39'8"
T10" 6'6"8 5'5"9 + 5'5"9 6'6"7 + T10"
12
6
co
fn
0 5X6 C
4X%A2) B
A
192X4
7'8"12 4'3"4
T8"12 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: 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: 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).
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.
**WARNING** READ AND FOL
`"IMPORTANT** FURNISH THIS DRAWING
a division of ITW Buildin��LLComponents
conformance with ANSI PI 1, or for h
this drawing indicates acceptance
ie of this gnawing for any structure
E=5X6
03X4 D Fz3X4
(a) k5X6
G a
(a) (a)
H=4X6(A2)
I
6 21X4 =3X8 = X4 = X6 1112X4
125'9110F 5Ia 4'3 7'8"12 1'
19211 2T14001 57 39'8"
3iw Criteria (Pg,Pf in PSF) Defl/CSI Criteria. ♦ Maximum Reactions (Ibs)
NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W
NA Ce: NA VERT(LL): 0.179 M 999 240 B 1654 / 709 1961 / - 1445 / 8.0
NA Cs: NA VERT(TL): 0.389 M 999 180 H 1654 1709 / 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 = 2.0
de / Misc Criteria Creep Factor: 1.5 H Min Brg Width Req = 2.0
g Code: FBC 2014 RES Max TC CSI: 0.635 Bearings B & H are a rigid surface.
Std: 2007 Max BC CSI: 0.550 Bearings B & H require a seat plate.
Factors Used: Yes Max Web CSI: 0.608
RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
to Type(s): Chords Tens.Comp. Chords Tens. Comp.
,VE VIEWVer:16.02.01D.0314.13 A-B 27 0 E-F 1108 -1902
B - C 1442 - 2968 F - G 1263 - 2434
C - D 1263 - 2433 G - H 1442 - 2969
D-E 1108-1902 H-I 27 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp_ Chords Tens. Comp.
B - P 2575 -1122 M - L, 2086 - 814
P - O 2572 -1122 L - K 2573 -1128
O - N 2572 -1122 K - J 2573 -1128
"$q�rwra ` N - M 2085 - 788 J - H 2576 -1128
lee
Em
qp.
+� �a Maximum Web Forces Per Ply (Ibs)
i Webs Tens.Comp. Webs Tens. Comp.
s P - C 286 -13 M - F 468 - 736
C - N 387 - 55B F - L 486 - 204
` N - D 485 - 203 L - G 387 - 558
r , D - M 468 - 735 G - J 286 -15
STATE,•_ E-M 1341 -714
0 015A38 FF 5BSI B0 3B 7F 48 00 93 2E S5 FB
x Item Ras hemckett gs ed aa$z&afad'by WrAa,1Mark1nm
(R . tk.0;7101 on the daft Aaron aCaae um�ig a SHA4
tsentasaxYtazuda.
aced esp alifis dxvsr:.t at mcstcea'is8$csmd `r maxi d s 1� d
'11,4 4-1hcntk tL- mde ramtttasdfi-! sax wy dediv k
ALL NOTES ON THIS DRAWING!
d-L CONTRACTORS INCLUDING THE INSTALLERS
installing and bracing. Refer to and follow the latest edition of BCSI (Building
actices prior to performing these functions. Installers shall provide tempos
properly attached structural sheathing and bottom chord shall have a proerrlly
:straint of webs shall have bracingg insTalled per BCSI sections B3, B7 or 910,
as shown above and on the Join Details, unless noted otherwise. (2efer to
not be responsible for any deviation from this drawing,any failure to build the
installation and bracing of trusses.A seal on this drawing or cover page
engineering responsibility solely_for the design shown. The suitability
Job Number: 136DCS127 Ply: 1 SEQN: 635487 / T13 / COMN
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW:
Truss label: A1A Wgt: 254.8 Ibs .. 1 _.. 08/01/17
7'10° + 1 6 f 1 19'10" 22'6"4 1 268" �I'l_
7'10" 6'8"8 5'5"9 2'8"4 4'1"12 5'2" 7'10"
Ip2X4 m4X6 =3X4 o6X8 1112X4 012X4 m5X10
F1' T8°12 4'3"4 2'0°1 59"1 2'10" 4' 50"1 7'11"15 1�
T8°12 12' 14'0°1 19'10" 22'8" 26'8° 31'8"1 39'B°
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
LOG R / U / Rw / Rh / RL / W
B 1560 1708 / 960 /-- / 445 / 8.0
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): 0.234 F 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.540 F 874 180
1 1560 1707 / 959 / - / - 18.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.124 K - -
Wind reactions based on MWFRS
Des
EXP: C
HORZ L 0.287 K - -
�)
B Min Br Width Re 1.8
9 q
Code / Misc Criteria
CLLd: 10.00
NCBCLL: 00
Mean Height: 15.00 ft
9
CreepFactor. 1.5
I Min Brg Width Req = 1.8
2.
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0
Bldg Code: FBC 2014 RES
Max TC CSI: 0.616
Bearings B & I are a rigid surface.
Load Duration: 1.25
psf
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
Max BC CSI: 0.549
Bearings B & I require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 It
Rep Factors Used: Yes
Max Web CSI: 0.975
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ItFT/RT:20(0)/l0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
VIEW Ver: 16.02.01 D.0314.13
A - B 27 0 F - G 1417 -2560
Wind Duration: 1.60
WAVE, HS
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "138" uses design values
approved 1/3012013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced one
member. Or 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
��� 44
,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" °c
'°
_
a
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
STATE QF
panel point: (0).
A
�.
Wind
Member design based on both MWFRS and C&C.
� > -0,
B - C
1439 - 2769
G - H
1753 - 3397
C - D
1261 - 2224
H -1
1434 - 2761
D-E
1106 -1735
I-J
27 0
E-F
1511 -2516
Maximum Bot Chord Forces Per
Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Camp.
B-S
2397-1119
P-O
20 -9
S - R
2394 -1119
N - L
2971 -1289
R-Q
2394 -1119
M-K
26 -12
Q-P
1901 -78B
K-1
23B8 -1121
k
40
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
S-C
286 -13
N-F
214 -147
C - Q
384 - 567
N - G
578 -1051
Q - D
459 -199
G - L
872 - 407
D-P
471 -683
L-M
71 -3
E - P
59 - 531
L - K
2559 -1200
E - N
2271 -1099
L - H
633 -187
P - N
1883 - 659
K - H
466 - 872
N-O
18 -1
40 01 5A 38 FF 5B 8166 BB 7F48 00 99 2E 85 FB
Sisk Itemhaabsenclaa zf}^ncd'mid scaladbyiAm"Iratartiaxs,
z"`E (�L, t�.xsafeZl an tire�s5¢ �hawa �6a-re w.�g a sHR.a
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=6 the 5"KA-1 avttaenf3caAaesaende rrwk W vw9*.d of aa,,dsctwnl
sapias_
"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 anc7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherw!se,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 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to
drawings 160A-Z for standard plate positions:
Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of 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 dawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
For more information see this iob's neneral notes nacre and these web sites* ALPINE: www.aloineitw.com, TPI: www.tninstom: SBCA www.sbcindustrv.com[ IM wwmicesafe.oro
I
Job Number: 136DCS127 I Ply: 1 SEQN: 635489 / T9 / HIPS
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM. AH DRW:
Truss Label: A2 Wgt 240.8 Ibs .. / ... 08/01/17
7'10" 14'4"9 19' 20'8" 25'3"2 31'10" 39'8"
T 10" 6'6"9 47"7 1'8" 47"2 6 6'" 4 T 10"
m5X8=5X6
E F
3X4 D G 3X4
12
6 p
r' ',5X6
0
o� 5X6C (a) (a) H
2io
0
L4X6(A ) B I ka4X6(A2)
39
R 4] P O N M L K
1112X4 =4X6 =3X4 3X4=3X4 =3X4 =4X6 QI2X4
1' fl3 433 1244'1190' 15 210110 218 " 4'33 9"813 "3
1 8 25160 273137T 1T I 31'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph PNA Ce: NA VERT(LL): 0.151 P 999 240 B 1561 1710 / 963 / - / 428 / 8.0
BCLL: 0.00 Enclosure: Closed L : NA Cs: NA VERT(TL): 0.349 P 999 180 1 1560 1710 1964 / - /- 18.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 K - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.151 K - B Min Brg Width Req = 1.8
NCBCLL: 10.00
Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.1 Min B Width Req 1.8
TCDL: 4.2 psf 5 r9 Bearings B & I are a rigid surface.
Bldg Code: FBC 2014 RES Max TC CSI: 0.600 9 g
Soffit 2A0 BCDL: 5.0 psf � g
Load Duration: 1.25 MWFRS Parallel Dist: h!2 to h TfI Std: 2007 Max BC CSI: 0.555 Bearings B & I require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.97 ft f ep Factors Used: Yes Max Web CSI: 0.695
Ply (Ibs)
Loc. from endwall: not in 9.00 ft FIT/RT:20(0)/l0(0) Mfg Specified Camber: CM ords T ns Comp. aximum Top Chord Forces
oChords r Tens. Camp.
GCpi: 0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:16.02.01D.0314.13 A-B 27 0 F-G 1170 -1787
Lumber B - C 1470 -2770 G - H 1288 -2221
C - D 1289 -2223 H - 1 1470 -2770
Value Set: 13B (Effective 6/1/2013) D - E 1170 -1787 I - J 27 0
Top chord 2x4 SP #1 E - F 1086 -1537
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values Maximum Chord Forces Per Ply (Ibs)
g Chords Tens.s.Comp. Chords Tens. Comp.
approved 113012013 by ALSO
� B - R 2398 -1147 N - M 1896 -846
Bracing R - Q 2396 -1147 M - L 2396 -1162
(a) Continuous lateral restraint equally spaced on�� Q - P 2396 -1147 L - K 2396 -1162
member. Or 1x4 " f" reinforcement. 80% length of �q e P - O 1898 -817 K - I 2399 -1162
web member. Same species & SRB grade or better, 44' O - N 1537 -688
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@6"oc. 47
i� Maximum Web Forces Per Ply (Ibs)
Tray Scab(s) I Webs Tens.Comp. Webs Tens. Comp.
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach w
* - R - C 288 -13 F - N 617 - 394
scab to face of chord with: Nails @ 8" oc, plus C - P 389 - 575 N - G 474 - 704
additional nail clusters at: BRG.: (0), heel: (0), 1st STATE � P - D 450 -201 G - M 452 -201
panel point: (0). �. a
a
&. D - O 474 -703 M - H 390 -577
Wind .' E-O 615 -393 H-K 289 -14
Member design based on both MWFRS and C&C.
v
1015A38 FF 5B 8180 687F48 00 99 k 95 FB
lsemtvvs ebcrr gz aad' s�ated6gMn ruzith=,
T UC.04719210n t'nffi a1ffi stu7eia aCmaffi w'.ang a5NJF1
ert,salesazctic
and cs}r� do r.,i aoa txt%deacd $€7asS and vexied
Ehe.�,..e7' ic"s a8;rthes�XuaSac�9�e m�ssr 9ia �x'af?eJrak affiyrSatmtsi..
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TOIALL 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 S8CA) fl i 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 properly
attached rigid ceiling Locations shown for permanent lateral restraint of we
shall have bracingg installed per BCSI sections B3, B7 or 10,
as applicable. Apply plates to each face. of truss and position) as shown above and on the Join Details, unless noted otherwise. (tefer to
drawing.1
160A-Z for standard plate positions.
Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible far any deviation from this drawing,any failure to build the
I
russ in conformance with ANSIrrPI 1, tg for handling shippi(iq, installation and bracing of trusses.A seal on this drawing or cover page. .
Its
this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and use of this thawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2.
Job Number: 136DCS127 Ply: 1 ' SEQN: 539460 / T1 / COMN
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW:
Truss Label: A3 Wgt: 238.0 Ibs .. / ... 08/01/17
f 4 3 + °5I 3 7 3339 '63714 3534 946"8 154 642 839
=5X6
C (�
1112X4 eaH0308 m410 �4X10 =4X10 m4X6 1112X4
1' 12 5'9"4 2'2"13 5'7"3 57"3 2'2°13 59"4 6-2"12 yy1'
6'2"12 } 12' } 142"1 19'10" 253 + 27'8"+ 33'5"4 + 39'8" 7
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 It
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.97 ft
Loc, from endwall: not in 9.00 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 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 93 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) DefllCSl Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in for. Lldefi L/#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA VERT(LL): 0.159 H 999 240
B 1561 / 312 / 965 1- / 408 / 8.0 '
Lu: NA Cs: NA VERT(TL): 0.367 H 999 180
K 1561 / 312 / 965 /- /-
/ 8.0
Snow Duration: NA HORZ(LL): 0.067 M - -
Wind reactions based on MWFRS
HORZ(TL): 0.154 M - -
B Min Brg Width Req = 1.8
Code / Misc Criteria Creep Factor. 1.5
K Min Brg Width Req = 1.8
Bldg Code: FBC 2014 RES Max TC CSI: 0.603
Bearings B & K are a rigid surface.
TPI Std: 2007 Max BC CSI: 0.610
Bearings B & K require a seat plate.
Rep Factors Used: Yes Max Web CSI: 0.945
FT/RT:20(0)/l0(0) Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate TYP e(s) :
Chords Tens.Comp. Chords
Tens. Comp.
WAVE, HS VIEW Ver: 16.01.00F.0504.20
A - B 27 0 G - H
1488 -2221
B - C 1552 -2860 H -1
1312 -2211
C - D 1286 -2250 I - J
1286 -2250
D - E 1312 -2211 J - K
1552 -2WO
E- F 1488 - 2221 K- L
27 0
F-G 1143 -1613
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
MAQ
B - S 2499 -1246 P - O
S - R 2496 -1246 O - N
1604 -678
2496 -1269
R - Q 2496 -1246 N - M
2496 -1269
Q - P 16M - 658 M - K
2499 -1269
No 047102•adr � e
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
S-C 281 -5 P-G
279 -210
sv
C-Q 417 -615 G-O
E Q 375 379 O H
826 -571
375 379
A
- - -
Q-F 826 O-J
-
y
-571
418 -615
wyQ
F-P 280 -211 J-M
281 -5
40 01 EA.38 FF 50 81.B0 8157F48+00 99 2E E5 Fla
rMItem hmbeanMOwalm'by rya oMart
(A.. tfa.GiB.£82!am tAcctaec haven ohm iaga SHA4
Wuttlent=tk:M Via.
1
adCW1n0fthi4dWcz.=A arsem-Adwad�fgnwdmrds alnd
=drip.:. Zas.raccni+taSitwteodamL.t3aazerif;dCA=y dectraniz
cWlan.
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, byy TPI an a SBCA) tot 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 ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or t
1 e._ Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Zefer to
a division of
failure to build the
g or cover pa e
rn. The suitability
Job Number: 136DCS127
I
Ply: 1
SEQN: 635491 / T8 / HIPS
,
4EBB 1826-Cali "C" LL OLlDR Horton /4EBB 1828-Cali "C" UL
OL
Qty: 1
�Wgt:2380lbs
FROM: AH
DRW:
Truss Label: A4
/ ...
08/01/17
" 14'2"72 2310" 3T8"
i
I I h r"4
259547T1100" 29T4 42 I T70"
1
_-5X6 =5X6
E F
192X4 D G 1112X4
12
6
5X6
5X6 C
m
H
M
01
=4X6(A ) B
t=-4 X6(A2)
Q
P O N M L
K
1112X4 =110308
=4X10 =3X4 =4X10 =4X6
1112X4
1' 7'8"12 474 I
2'2"12 5'7"4 5'7"4 2'2"12
4'3"4 TS°12
1'
T8"12 12'
14'2"1 19'10° 25'5°4 27'8"
31'11"4 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 Udefl U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.148 G 999 240
B 1560 / 712 / 965 / - / 387 18.0
BOLL: 0.00 Enclosure: Closed �Iu: NA Cs: NA VERT(TL): 0.343 G 999 180
1 1560 1712 1965 I - ! -
/ 8.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.064 K - -
Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.149 K - -
B Min Big Width Req = 1.8
Mean Height: 15.00 ft
NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5
I Min Brg Width Re 1.8
q =
TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.693
p
Bearings B & 1 are a rigid surface.
9
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h i TPI Std: 2007 Max BC CSI: 0.556
Bearings B & I require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.769
Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
GCpi: 0.18 Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
Wind Duration: 1.60 WAVE, HS I VIEW Ver: 16.02.01D.0314.13
A - B 27 0 F - G
1466 -2162
Lumber
B - C 1517 -2772 G - H
1334 -2214
C - D 1334 -2214 H - 1
1517 -2772
Value Set: 13B (Effective 6/1l2013)
D-E 1466-2162 I-J
27 0
Top chord 2x4 SP #1
E - F 1189 -1702
Bot chord 2x4 SP #1
Webs 2x4 SP 93
Maximum Chord Forces Per Ply (Ibs)
Lumber value set "13B" uses design values
Chords Tens.Comp. Chords
Tens. Camp.
approved 113012013 by ALSC
B - Q 2400 -1195 N - M
1684 -748
Wind
Q - P 2397 -1195 M - L
2397 -1224
Member design based on both MWFRS and C&Gene
P - O 2397 -1195 - L- K
O N 1684 724 K I
2397 -1224
2400
S
- - -
-1225
r °ram NO
04716
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
Q - C 289 -12 N - F
280 -194
C - O 392 -582 F - M
698 -494
;,STATE OF
D - O 274 - 241 M - G
O E 698 M H
274 -241
392
- -494 -
-582
E - N 281 -195 H - K
289 -15
.60
ON
SERIAL
015A3E FF 55 818O BB 7F48(},.0992E &5 F€1
I
19a itamhasbt-mfi=fadbyrmawdkurtk=.
Pf. �rl. lfis.C�T29i) ca Lie tiV32 ahavm'abmre ��g a SkA-1
;enCcat?erss�ulr.
««�� read�r:rarrr�d«rta,� a�,tt�a stgs�ad�f a�al�a
a4ar! th�2amtica�leewa:i�sfJeax aegeia�timnls
bias.
**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
omponenF Safety Information, bV TPI an BCfor safety practices prior to performing these functions. Installers shall provide
xacing per BCSI. Unless noted dthenvise,top chord shall have properly attached in sheathing and bottom chord shall
temporary
have a propperly
attached rigid ceiling Locations shown for permanent lateral�restraint of we shall have bracing installed per BCSI sections 63, B7 or 610,
as applicable. Apply plates to each face of truss and as shown above and on the Joint Details, unless noted otherwise. (2efer to
position
on
irawings 160A-Z for standard plate positions.
I
4lpine, a division of ITW Buildinf�Corn on Group inc.•sh II not be responsible for• any deviation from this drawing,any failure to build the
in AN fPl 1, for handling installation bracing trusses.A on this drawing or cover
cuss conformance with or shipping, and of seal
fisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown.
and use of this drawing for any is the responsibility of the building Designer ANSI/TPI 1 Sec.2.
page_ ,
The suitability
per
or more information see thislob's general pates page and these web sites: ALPINE www.al ineitw.com• TPI: www. inst.o ; SBCA: www.sbcfndu .com; ICC: www.iomafe.o
Job Number: 136DCS127 Ply: 1 SEQN: 539462 / T16 / COMN
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW.
Truss Label: A5 Wgt: 232.4 Ibs .. / ... 08/01/17
i_ 6'4"B 7'10"r9 14'2"12 16'0" 23'7"15 25'5" 31'9"7 33'3" 39'8"
6'4"8 11'6" 6'4°3 11'9"5 T7"14 1'9°5' 6'4"3 + % 6'4"8 {
=4X61
65X6 a5X6
F G
1112X4 =4X6 =3X8 =3X4 =3X8 =4X6 1112X4
h1' 6'2"12 5'9"4 2'2"1 57"4 5'7"4 2'2"12 5'9"4 6'2"12 1
6'2"12 12' 14'2"1 19'10" 25'A 27'B" 33'5"4 39'8"
Loading Criteria (psq Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00 Speed: 160 mph
Pt NA Ce: NA VERT(LL): 0.156 H 999 240
B 1561 / 713 / 964 / - / 367 / 8.0
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.359 E 999 180
K 1561 1713 / 964 ! - /-
/ 8.0
BCDL: 10.00 Risk Category: II
Snow Duration: NA HORZ(LL): 0.068 M - -
Wind reactions based on MWFRS
EXP: C
Des Ld: 37.00
HORZ(TL): 0.156 M - -
B Min Brg Width Req = 1.8
NCBCLL: 10.00 Mean Height: 15.00 It
Code / Misc Criteria Creep Factor. 1.5
K Min Brg Width Req = 1.8
TCDL: 4.2 psf
Soffit 2.00 BCDL: 5.0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.604
Bearings B & K are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h
TPI Std: 2007 Max BC CSI: 0.614
Bearings B & K require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.97 It
Rep Factors Used: Yes Max Web CSI: 0.652
Loc. from endwall: not in 9.00 It
FT/RT:20(0)110(0) Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
Wind Duration: 1.60
WAVE VIEW Ver: 16.01.00F.0504.20
A- B 27 0 G - H
1503 -2185
Lumber
B - C 1576 -2860 H - I
1345 -2211
C-D 1319 -2251 I-J
1319 -2251
Value Set: 13B (Effective 6/1/2013)
D - E 1345 -2211 J - K
1577 -2860
Top chord 2x4 SP #1
E - F 1504 -2185 K - L
27 0
Bot chord 2x4 SP #1
F - G 1235 -1794
Webs 2x4 SP #3
Lumber value set "1313" uses design values
Maximum Bot Chord Forces Per Ply (Ibs)
approved 1/30/2013 by ALSC
Chords Tens.Comp. Chords
Tens. Comp.
�
Bracing
tt££
B - S 2499 -1278 P - O
1773 -819
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
wn iN
S - R 2495 -1278 O - N
R Q 2495 N M
2495 -1307
2495
web member. Same species & SRB grade or better,
s°ry =e-
le
- -1278 -
Q - P 1773 -792 M - K
-1307
2499 -1307
attached with 8d Box or Gun (0.113"x2.5",min.)nails
�• ,
@ 6" oc.
Z 047102
+
Maximum Web Forces Per Ply (Ibs)
TrayScab(s)
wo,
Webs Tens.Comp. Webs
Tens. Comp.
(1) 2x4x0-3-11 x SP 93 scab at each end. Attachwite
S - C 280 5 P - G
254 -180
scab to face of chord with: Nails @ 8" oc, plus
10
Z
C - Q 416 -614 G - O
695 -512
additional nail clusters at: BRG,: (0), heel: (0); 1st
(0).
STATE 0, Fv°W
NOW
E - Q 343 -294 O - H
343 -294
panel point:
Q-F 695 -512 O-J
F-P 254 J-M
417 -614
280 -5
Windy
-180
Member design based on both MWFRS and C&C.
3 r' mi
40 01 SA 3E FF 58 8180 8B 7F48 00 99 2E 85 FB
ThUItem 3saa&aecaa((ckard+taafca gs ersdas ix aladbyMAae artbwr
'#. (Fi. £L4..V$#£E7p Cdl I�CLaffi 31kYWt4 d):';Cf2# l�� i SN7w3.
a�an�atieas.ode.
tar�ttd ec�v3as�3fdx dizraacxt arm ncrtca�xFi�sed r�ssd mad s-as{�d
an: ttsz5BRa2 aultwenGgSitrossoDa r:iwE U vraitied cep sapdactrarz6:
Dios:
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Are extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, byy TPI anr] SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy
- BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
aid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
le. Aoptplates to each face of truss and position as shown above and on the Join f Details. unless noted otherwise. (Refer to
a division of
11 NI 1, or Tor handling Shipping, cost
acceptance of professional eng
any structure is the responsibility
ral notes page and these web sites: ALPINE:
lis drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
i
Job Number: 136DCS127 Ply: 1 SEQN: 635493 / T7 / HIPS
4EBB 1828-Cali "C" LL OL /DR Horton /4EB6 1828-Cali "C" Lt OL Qty: 1 FROM: AH DRW:
Truss Label: A6 Wgt 240.8 Ibs / ... 08/01/17
T10" 142"12 1 ' 19'10" 248" 5' "15 31'10" 39'8"
r T10" 6'4"12 �9" 4'10" + 4'10" " 5 6'5"1 + T10" 1
=3X4 =5X6
p Em5X6 F G H
IIIZX4 � a I112X4
12
6 p
o 5X6
B
R
1112X4
F1
TB"13
Q P O
=06 =3X10 m3X8
4-3"3 2712 5'7'4
12 1471 19110.
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 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
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
"WARNING— READ AND FOL
""`IMPORTANT'" FURNISH THIS DRAWING
a division of ITW Building�Components
conformance with ANSI PI 1, or for h
this drawing, indicates acceptance
ce of this drawing for any structure
5X6
- I
N M L
=3X10 =4X6 1112X4
25311 4'L 78"13
T41116 918"53
�K6(A2) 1
1�
)w Criteria (Pg,Pf in PSF)
Defl1CS1 Criteria
♦ Maximum Reactions (Ibs)
NA Ct: NA CAT: NA
PP Deflection in Ioc Udell U#
Loc R / U / Rw / Rh / RL
/ W
NA Ce: NA
VERT(LL): 0.153 F 999 240
B 1561 1714 / 962 / - / 346 18,0
NA Cs: NA
VERT(TL): 0.354 F 999 180
J 1561 1714 / 962 / - / -
% 8.0
dw Duration: NA
HORZ(LL): 0.066 L - -
Wind reactions based on MWFRS
HORZ(TL): 0.152 L - -
B Min Brg Width Req = 1.8
ie / Misc Criteria
Creep Factor: 1.5
J Min Brg Width Req = 1.8
g Code: FBC 2014 RES
Max TC CSI: 0.595
Bearings B & J are a rigid surface.
Std: 2007
Max BC CSI: 0.556
Bearings B & J require a seat plate.
Factors Used: Yes
Max Web CSI: 0.638
RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
to Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
VE
VIEW Ver:16.02.01D.0314.13
A -B 27 0 F-G
1332 -1956
B - C 1549 -2771 G - H
1517 -2163
C - D 1366 -2216 H - 1
1365 -2213
D - E 1516 - 2154 I - J
1549 - 2771
E- F 1332 -1956 J- K
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp_
B - R 2400 -12M O - N
1835 - 868
MA
R - Q 2397 -1230 N - M
2397 -1260
Q - P 2397 -1230 M - L
P - O 1835 -838 L - J
2397 -1260
2400 -1260
sr
3 7
Maximum Web Forces Per Ply (Ibs)
e
Webs Tens.Comp. Webs
Tens. Comp.
a
R-C 289 -12 O-G
277 -172
C - P 392 - 580 G - N
650 - 546
" ow STATE OF A/
D - P 345 -222 N - H
P E 649 N 1
350 -223
393
,
- -542 -
-581
E-O 277 -172 I-L
F - O 233 - 268
290 -14
1015A38,FF 513 81 90 0137F48 00 99 2E S5 FS
it®rssit2aataenck/z�ned�9s�alnd6y o.SaalMnrta:
1. t&.�-3RH26 on tAmeSai¢ shcw�a a6a� a�ag a SHAM
EnYaC7%tiX9Eo'dm
wdmpimcfttilticc A=MCI covdamd sknddmad=lad
this «3 av�fcanrisa @¢ eode mu^.r rrga d&sd raesmrdV-tmrk
ALL NOTES ON THIS DRAWING!
6LL CONTRACTORS INCLUDING THE INSTALLERS
installing and bracing.. Refer to and follow the latest edition of BCSI (Building
actices pnor to performing these functions. Installers shall provide temporary
propeattached structural sheathing and bottom chord shall have a properly
:sfraint rly of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as shown above and on the Join f Details, unless noted otherwise. kefer to
not be responsible for any deviation from this drawing,any failure to build the
installation and bracing of trusses.A seal on this drawing or cover age
a p _ _
engineering responsibility solely for the design shown. The suitability
Job Number: 136DCS127 Ply: 1 SEQN: 539464 / T25 / COMN
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW.
Truss Label: A7 Wgt 218.4 Ibs .. / ... 08/01/17
F 6''4++ + +'98"7+398"
6. 4'"79"647 119 46108 5 559"15 133
1112X4 =5X8
192X4 =4X6 m3X4 m3X8 =3X4 =3X6 116(4
1' 6'2"11 5'9"5 2'0"1 5'9"15 .5'9"15 2708 5'9"5 6711 1'
6'2"11 12, 14'0" 19'10" 25'7"15 27'8" 33'5"5 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: 11
Des Ld: 37.00 EXP: C
Mean Height: 15.00 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 " C&C Dist a: 3.97 ft
Loc. from endwall: not in 9.00 it
GCp!: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 20 SP #1
Bot chord 20 SP 91
Webs 20 SP #3
Lumber value set "13B" uses design values
approved 1/3012013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 10 "1"' 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)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pt NA Ce: NA
VERT(LL): 0.164 F 999 240
Lu: NA Cs: NA
VERT(TL): 0.379 F 999 180
Snow Duration: NA
HORZ(LL): 0.069 L - -
HORZ(TL): 0.160 L - -
Code i Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.592
TPI Std: 2007
Max BC CSI: 0.603
Rep Factors Used: Yes
Max Web CSI: 0.354
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 16.01.00F.0504.20
40 015A38 FF 5B 8l BD BB 7F48-00 992E 85 FB
Yafc i6trsc�as $gym ekrd s{�madl.malad 6gt�as�zz3 Mart�sz
€��.rt.I.Ps.C.Utz:�(antl�e���.M7waaC®�usinga53+Aoi
aa:dseaCua.scr.3a.
?abtrd ccona tts"s drecrs7zt meaotcramid`.toed dgxa6=da-.sled
s ad the:--i4a ent a.9 szrdc M-k Da vztNta- mM zWfdcctM k
a:Pfm.
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 1561 / 715 / 958 /- 1326 / 8.0
J 1561 /715 /958 /- /- /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
1404 - 2093
B - C
1617 -2856
G - H
1376 -2223
C - D
1350 -2262
H -1
1350 -2262
D - E
1376 - 2223
I - J
1616 - 2856
E- F
1404 -2093
J- K
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - R 2494 -1317 O - N 1937 - 952
R - Q 2491 -1317 N - M 2491 -1346
Q-P 2491 -1317 M-L 2491 .:
P - O 1937 - 922 L - J 2494 -1346
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
R- C
273 - 5
O- G
286
-177
C - P
427 -film
G - N
464
-172
E - P
464 -172
N - I
427
- 600
E - O
286 -177
I - L
273
-4
F - O
221 - 283
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Are extreme care in fabricating, handlingp shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
ld ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 "Nog
Apptplates to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (Refer to
a division of
'UPI 1; or for h
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page
ie des!gn shown. The suitability
I
I .
Job Number: 136DCS127
I
Ply. 1
SEQN: 6354951 T6 ! HIPS
4EBB 1828-Cali "C" LL
OL /DR Horton /4EBB 1828-Cali "C" LL
OL
Qty: 1
FROM: AH
DRW:
Truss Label: AB
I
Wgt: 215.6 lbs
/ ... 08/01/17
7'10"9 13'
19'10" 26'8" 31'9"7 39'8"
i
7'10"tJ 5'1"7
+ 6'10" I 6'10" +
5'1"7 + 7'10"9
m5X8 =3X4
D E =6xSF
12i
6 03X4C
G 3X4
t�
0
ro
jz
o
i�
1 m4X6(AA2)B
Hm4X6(A2)
1
P
;O N M L K
J
1112X4
=3X6=3X4 =3X8 =3X4=3X6 1112X4
2"13 4-3"3
I1' 6'10" 6'10"" 'r
31"33 T8"13
1.
7T8"13 12'�'13'19'10
268
" 2T
34'
398
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg, NA Ct: NA CAT: NA PP Deflection in foe Udell U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf. NA Ce: NA VERT(LL): 0.166 E 999 240
B 1561 / 716 / 953 ! - 1305 18.0
BCLL: 0.00
Enclosure: Closed
� u: NA Cs: NA VERT(TL): 0.383 E 999 180
H 1561 / 716 '/ 953 / - / -
/ 8.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.066 J - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
Mean Height: 15.00 it
I HORZ(TL): 0.152 J - -
B Min Brg Width Req = 1.8
NCBCLL: 10.00
TCDL: 4.2 psf
Bode / Misc Criteria Creep Factor: 1.5
g Width Re H Min Br q = 1.8 .
Soffit: 2.00
BCDL: 5.0 sf
P
Bldg Code: FBC 2014 RES Max TC CSI: 0.617
Bearings B & H are a rigid surface.
Duration: 1.25
MWFRS Parallel Dist: hl2 to h
TPI Sid: 2007 Max BC CSI: 0.531
i
Bearings B & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
, tep Factors Used: Yes Max Web CSI: 0.432
Loc. from endwall: not in 9.00 It
pT/RT:20(0)/10(0) Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
Wind Duration: 1.60
WAVE VIEW Ver: 16.02.01D.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 6/1/2013)
D - E 1507 - 2281 H -1
27 0
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
Lumber value set "138"
uses design values
approved 1/30/2013 by
ALSC
B - P 2388 -1259 M - L
1992 -997
P - O 2385 -1259 L - K
2385 -1288
Wind
O - N 2385 -1259 K - J
2385 -1288
Member design based on both MWFRS and CBC.
N - M 1992 -967 J - H
2388 -1288
�ee
Maximum Web Forces Per Ply (Ibs)
•�
Webs Tens.Comp.Webs
Tens. Comp.
.,
P - C 258 -14 M - F
400 -262
wr �.
C - N 367 -494 F - L
447 -224
D - N 447 -224 L - G
366 -494
STATE OF
D - M 400 - 262 G - J
258 -16
E - M 326 -409
40 013A 38 FF 5B 8180 BB 7F 49 00 99 2E 85 FB
VAU=%d2 ledby Uasaael M atwz
gag (FL. tic.�LiSE3(aaChmd3ta stwvr�t abawe eringaSN&.1
znCxa:.era urda
ported CCFWGftfa% dacsamffA sa notexareyrderad stjn=r'XA:s laa
Z'e tireSWI=Acn kAlic. ode nn f batwactf•3enf cn srry €9ec[mrsk
e�las.
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI arif7'SBCA) foi safety practices prior to pertorming these functions. Installers shall provide temposrryy
bracing per BCSI. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Appty plates to each face. of truss and positjon as shown above and on the Join Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a d!vis!on of ITW Build!n 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 handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page_ ,
listing this drawing indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitability
and use of this thawing for any structure is the responsibllity of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 136DCS127 Ply: 1 SEQN: 539466 / T23I COMN
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW:
Truss Label: A9 Wgt: 207.2 Ibs / ... 08/01/17
66'4"9 r "l 19"0" 277"15 %7
7'9+ 5 5378 I 639
79149578 15 "
M5X8 1112X4
1112X4 =5X6 M X8 =5X6 012X4
6,413 5'9"3 T10" T10" 5'9"3 678 1�
6'2"13 12' 19'10" 2T8" 33'5"3 39'B"
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 It
NCBCLL: 10.00
TCDL: 42 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 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): 0.183 E 999 240
Lu: NA Cs: NA
VERT(TL): 0.422 E 999 180
Snow Duration: NA
HORZ(LL): 0.068 J - -
HORZ(TL): 0.157 J - -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.617
TPI Std: 2007
Max BC CSI: 0.629
Rep Factors Used: Yes
Max Web CSI: 0.680
FT/RT:20(0)110(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 16.01.00F.0504.20
40 015A38 FF 5B 81 BO BB 7F48 00 99 2E25 FB
ai,L 3tan'has "taecrs akaclte��s3 aad.an5 tcalad5y FassarJ Martfnca
ZL. M.W'821 a€�ti�c almwlaatxivmt nga5H 1 '
ascatigtxtt�.la.
ftbted 4�vi && hL dwe^e�aaet arm vw ca�Wdwmd s9kmad antimlad
ZA efi$c. :.i ac2hac�'catim5 co�c mr�t t avtdfzzi m azy drrtrank
alas..
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 1560 I717 1947 /- /285 /8.0
H 1560 1717 1947 / - / - / 8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
H Min Brg Width Req = 1.8
Bearings B & H are a rigid surface.
Bearings B & H require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B 27 0 E- F 1616 - 2483
B - C 1631 - 2819 F - G 1475 - 2391
C - D 1476 -2391 G - H 1631 -2819
D-E 1616 -2483 H-I 27 0
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - N 2454 -1322 L - K 2079 -1066
N - M 2452 -1323 K - J 2452 -1352
M - L 2079 -1036 J - H 2454 -1352
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
N-C
212 -6
L-F
509
-321
C - M
328 -427
F - K
431
-168
D - L
509 - 321
K - G
328
- 427
M-D
431 -168
G-J
212
-8
E - L
364 - 462
"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
[ Safety Information, by TPI anr7'SBCA) y safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
,iid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610,
Ile. Apply plates to each face of truss and pdsition as shown above and on the Join f Details, unless noted otherwise. Wefer to
6OA-Z for standard plate positions.
a division of
"I Pt 1; or for h
acceptance
any structure
failure to build the
g or cover page_
rn. The suitability
I
Job Number: 136DCS127 I Ply: 1 SEQN: 635497 / T5 / HIPS
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW:
Truss Label: A10 I Wgt 218.4 Ibs .. / ... 08/01/17
7'10"8
T
12
6 p
M
0
I�
=4X6(A2) B
1
11. 1610"2 19'10" 22'9"15 28'8"
3'1"8 I 5'10"2 2lAl"4 2'11"15 5'10"l
=5X8 1112X4 =5X6 192X4
D I E F G
31'9"8 39W
31"8 7'10"8
=5X8
H
�I @ 3X4
�K
v l I S R IQ P O N M L
102X4 m3X 24X6 =3X8 m3X8 =4X6=3X4 1112X4
1' 7'8"12 3'3"4 4'10"2 5'11"13 4'10"1 1' T8"12 1'
T'8"12 11' 1, 1610"2 22'9"15 27'8" 28' " 334 39'B"
31.1
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 "
C&C Dist a: 3.97 It
Loc. from endwall: not in 9.00 ft
GCpi: 0.16
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
Wind
Member design based on both MWFRS and C&C
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
g: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
f, NA , Ce: NA VERT(LL): 0.188 F 999 240 B 1560 / 718 / 940 / - ! 264 / 8.0
iu: NA Cs: NA VERT(TL): 0.433 F 999 180 J 1560 / 718 1940 / - /- / 8.0
Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS
HORZ(TL): 0.158 L - - B Min Brg Width Req = 1.8
Code I Misc Criteria Creep Factor. 1.5 J Min Brg Width Req = 1.8
Bldg Code: FBC 2014 RES Max TC CSI: 0.615 Bearings B & J are a rigid surface.
TPI Std: 2007 Max BC CSI: 0.511 Bearings B & J require a seat plate.
Rep Factors Used: Yes Max Web CSI: 0.485 Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)!10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1681 -2604
B - C 1613 -2757 G - H 1681 -2604
C - D 1551 -2432 H - I 1551 -2432
D - E 1681 - 2605 I - J 1612 - 2757
E- F 1681 -2605 J- K 27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - S 2384 -1284 O - N 2125 -1106
S - R 2381 -1284 N - M 2125 -1106
40
vsytit R-Q 2125 -1076 M-L 2381 -1313
Q - P 2125 -1076 L - J 2384 -1313
,6� a P- O 2625 -1376
m
r
0 Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp. Webs Tens. Comp.
' S - C 231 -19 F - O 87 - 93
- C - R 330 - 408 G - O 254 - 296
STATE + D - R 396 -25T O - H 662 -410
D - P 662 -410 H - M 396 -257
#� E - P 255 - 296 M -1 330 - 408
���r� P-F 87 -93 I-L 231 -20
.40 015A 38 FF 55 8180 BB W48 00 99 2E S5 FB
3isklEai.�iuslacenala sygatad'aa0=1ed1ys.7ar.7zlmrttmm
*PEOL. Lk.C47I821 on the da3¢.siiawma4m awinga SiWl
W.1 Cnd aticamde.
wdcc �es:mdths daeax=Ammnot cumd=d sf&wda dmlad
and fts +2 av asrtarati§ a aentssrCaw WL9 dchmyadtxwc k
C=i4i.
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT`" FURNISH THIS DRAWING I'rO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI ana'SBCA) for safety practices pnor to performing these functions. Installers shall provide temporarryy
bracing er BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefiy
attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910,
as applicable. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinttLLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handlia shlppinp, installation and bracing of frUSSes.A seal on this drawing or cover page
listing this drawing indicates acceptance of pro essiom engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 136DCS127 Ply: 1 SEQN: 635500 / T22 / SPEC
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL " " Qty: 1 FROM: AH DRW:
Truss Label: All Wgt: 222.6 Ibs 1 ... 08/01/17
3�'�
2'9"8
T10"8 10'0"12D'0"1 22'3"5 28'4"1 2 ' 39'8"
f 7'10°8 + 2'1"9+ 6'2"8 T 3'9"8 2'3"4 6'0"12 5 T70"8
TT
r'0
m�
1137
-6X6 =3X4 -4X6 1112X4
1!12X4 =3X4=H6308 -3X4 =3XB =3X6=4X10 MM
1' 7'8°12 2'3"5 �_ 3'11"1 64"4 5'4"11 1'4" 7'8"12 1'
r 7'8"12 10'0"1 1111 1r 15,11"1 + 22.3"5 + 27'8" 29' 2�11 4� 39W
12' ' 3r 1'11"4,
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi1CS1 Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): 0.227 G 999 240 B 1561 1718 / 930 / - / 257 / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.524 G 901 180 K 1561 1716 / 933 / - /- / 8.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.071 M - - Wind reactions based on MWFRS
EXP: C HORZ L 0.164 M - - B Min B Width Re = 1.8
Des Ld: 37.00 Mean Height: 15.00 ft �) q
g Code / Misc Criteria Creep Factor. 1.5 K Min Brg Width Req = 1.8
NCBCLL: 10.00 P
TCDL: surface.
Soffit: 2.00 BCDL: 5.0 psf Bearings B & K are a rigid supsf Bldg Code: FBC 2014 RES Max TC CSI: 0.624 Bearings B & K require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0,567
Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.823
Loc. from endwail: not in 4.50 ft FT/RT:20(0)I10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
. Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE, HS VIEW Ver: 16.02.01D.0314.13 A - B 27 0 G - H 1846 -2897
Lumber B - C 1631 -2759 H -1 1568 -2356
C - D 1620 -2508 I - J 1584 -2459
Value Set: 13B (Effective 6/1/2013) D - E 1798 -2813 J - K 1628 -2755
Top chord 2x4 SP #1 E - F 1846 -2897 K - L 27 0
Bot chord 2x4 SP 91 F - G 1846 -2897
Webs 2x4 SP #3
Lumber value set "13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs)
approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp.
Wind B - T 2386 -1304 P - O 2361 -1270
'NA MAR
Member design based on both MWFRS and C&C.v T - S 2384 -1304 O - N 2361 -1270
S - R 2198 -1141 N - M 2379 -1326
%���, R - Q 2198 -1141 M - K 2382 -1327
o,
� Q - P 2836 -1521
047102,
Maximum Web Forces Per Ply (Ibs)
+� Webs Tens.Comp. Webs Tens. Comp_
T - C 219 -22 G - P 292 - 362
�x
STAT
C - S 334 -381 P - H 697 , -421
D - S 401 - 292 H - N 1088 -1553
m�
V. D - Q 808 - 491 I - N 1934 -1298
0 Ft��� Q - E 318 -400 N - J 320 - 376
E-P 149 -101 J-M 215 -21
40 015€438 FF 56 81 BO813 7F48 00 99 2E85 FB
ThR item fi'sa eqr cleiia ¢s gned.aadscaled 4 iPa:mml Martbmz,
M.047.Z&21 en the data nhowa above Wng a SM3 l
s,zmanefrat�da.
HeatedttP&..fths dmunteatara not csaw1kTad sfgnada dvolad
zmgi ft,��+,1?^3 3i:di;le3�'tota9i6LC�8ffNf:51.bovErif .6 maE yclactrark
C=jg _
-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 anr7'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
lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or L
'le. Apply 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
im 1, or Torn
acceptance
any structure
failure to build the
g or cover page in. The suitability
Job Number: 136DCS127
4EBB 1828-Cali "C" LL OL 1DR Horton /4EBB 1828-Cali "C" LL OL
Truss Label: Al2 I
7'8'12 , 9'
T 612
1112X4C
cn
0
v
=4X6(A2) B
�I A
R
m3X4
7'10
T10"8 12'
Wgt '214.2 Ibs I FROM: AH 502 / T4 /HIPS I DRW:/
19'10" } 25'23 + 30'8" 31'1)"4 39'8"
5'4"3 5'4"3 5'5"13 1'3" 7'8"12
=3X4 =5X6 =3X4 =5X6
E F G H
-M I ins A
3X6 m X4 m X8 =3X4 a X6 m X4
2'25 5'7"155°111 F2'4'1"8
142".5 101 72
19'85
31'9°8
7'10"8
39W
r
08/01/17
fl
Loading Criteria (pso
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.243 F 999 240
B 1561 / 720 / 921 / - / 223 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.561 F 842 180
J 1561 / 720 / 921 / - / -
18.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.074 L - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.171 L - -
B Min Brg Width Req = 1.8
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
Creep Factor. 1.5
J Min Big Width Req = 1.8
Soffit 2.00
TCDL: 4.2 psf
BCDL:5.0 sf
p
BldgCode: FBC 2014 RES
Max TC CSI: 0.566
Bearings B & J are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Sid: 2007
Max BC CSI: 0.569
Bearings B & J require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 it
Rep Factors Used: Yes
Max Web CSI: 0.533
Loc. from endwall: not in 9.00 it
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
Wind Duration:1.60
WAVE
VIEW Ver:16.02.01D.0314.13
A-B 27 0 F-G
2026 -3241
Lumber
B - C 1644 -2768 G - H
1883 -2977
C - D 18M -2717 H - 1
1809 -2717
Value Set: 13B (Effective 6/1/2013)
D - E 1883 - 2977 I - J
1644 - 2768
Top chord 2x4 SP #1
E - F 2026 -3241 J - K
27 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Chord Forces Per Ply (Ibs)
Lumber value set "l38"
uses design values
Chords Tens.Comp. Chords
Tens. Comp.
approved 1/30/2013 by ALSO
B - R 2396 -1311 O - N
3010 -1634
Wind
0R
- Q 2262 -1188 N - M
P 2262 M L
2262 -1217
2262
Member design based on both MWFRS and C&C.
"saes
Q - -1188 -
P O 3010 L J
-1217
2396
.4
- -1624 -
-1340
.
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
C - R 400 - 322 O - G
304 -172
`"
'
R - D 485 -422 G - N
373 -511
STATE
D - P 951 - %5 N - H
P E 373 H L
951 - 565
485
- -511 -
E O 304 L I
-421
400
- -172 -
-322
.*
F-O 214 -286
Ott 013A38 FF 58 81 BO BB 7F48 00 99 2E 85 Fill
ztikiEam'ivzs bexsscic �adzar5: satedfry 6ltaxe�.c3 Mariincz,
ea (rt.. tic.=1921 or tAc dal¢ shar+n abam a sbg a 19A.1
�xdiertksttesaWe3
—I'd cim'na" d,,..,moa m.tc Wdrrsd +dmd=6d
s 6theSHA2 ,mtki6imarc,demvt6ca*ar&fxd M my dgctrarstr
cuks.
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatin9 handlin sh! ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI anr7'SBCA) toi'sa>Pety 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 progerlly
attached rigid ceiling Locations shown for permanent] lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10,
as applicable. Apply plates to each faceof 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 Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handlin shipping, installation and bracing of trusses.A seal on this drawing or cover pa e.
listing this drawing, indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2.
Job Number: 136DCS127 Ply: 1 SEQN: 539470 / T24 / SPEC
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "G" LL OL Qty: 1 FROM: AH DRW:
Truss Label: A13 Wgt: 197.4 Ibs .. / ... 08/01/17
8'0"1 14'4"14 18'0"1 20'4"8 26'4"1 29' 32'103 3918"
8'0"1 6'4"13 3'7"3 2'4"7 5'11"9 2'7"15 3'10"3 6'9"13
H=5X6
T =4X4 =3X6
12 �._ D E F G
T
mC')
3X6(A1)B J=3
M A
Q P Q N M L
13'4"
8'1"13
3'10"3
12'
=3X6 =4X6 =4X10-3X6m3X8
68"
6'3"2 7'3"8
20'4"8 27.8"
20'8"
10'8" i
39'8"
I
K6(Al)
Loading Criteria (pso
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or `=PLF
TCLL: 20.00
Wind Std: ASCE 7-10,
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
LOG R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pf. NA Ce: NA
VERT(LL): 0.052 G 999 240
B 524 / 208 / 355 / - / 257 / 8.0
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.126 G 999 180
R" 317 1143 1155 / - / - / 68.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.017 Q - -
J 897 / 416 / 606 / - / - / 8.0
Des Ld: 37.00
EXP: C
HORZ L 0.041 Q - -
iT )=
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
CreepFactor: 1.5
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 P sf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.622
R Min Br Width Re -
g q =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.798
J Min Brg Width Req = 1.5
Bearings B, R, & J are a rigid surface.Bearings
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes
Max Web CSI: 0.864
B & J require a seat plate.
Loc. from endwali: not in 4.50 ItFT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s)`.'
Maximum Top Chord Forces Per Ply (ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 16.01.00F.0504.20
Chords Tens.Comp. Chords Tens. Comp.
Lumber
A-B 27 0 F-G 448 -512
Value Set: 13B (Effective 6/1/2013)
B - C 168 -470 G - H 756 -1019
Top chord 2x4 SP #1
C - D 591 - 231 H -1 743 -1043
Bot chord 2x4 SP #1
D - E 448 -512 I - J 849 -1329
Webs 2x4 SP #3
E - F 448 -512 J - K 27 0
Lumber value set "l38" uses design values
approved 1/30/2013 by ALSC Maximum Sot Chord Forces Per Ply (Ibs)
�j Chords Tens.Comp. Chords Tens. Comp_
Plating Notes
All plates are 2X4 except as noted. B - Q 341 -234 N - M 1074 584
MAPil
s* Q - P 351 -234 M - L 1074 - 584
Wind "e P - O 351 -234 L - J 1128 -649
Member design based on both MWFRS and C&C. Ai O - N 795 -1059
NO 047102
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Camp.
C - Q 330 -60 N - G 470 -679
STATE OF ft C - O 512 -854 G - L 391 - 367
44
p" O - D 728 -1076 L - I 322 - 339
D-N 1248 -717 H-L 756 -531
F-N 270 -349
40 015A23�8 FF 56 8150 88 7F48 Off 99.2E 85 FB
Th-3 itQmtt�19O. clectzrastcaayaf<gaad'md a salad by M? gl martblez,
�(rL.ltt.C471&2j ari«cea2:.sttswmalrw�ig�sHi i
auffi;er�rr�c,
trd sgrtmsr<rEfss dar�.srt min nat ct�crmd s�^?.an>t scnkd
ar,E ths;.3 av3�anGac�¢ msnr #ss . srl4icd � aartadectroa�
actiax..
"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 temporarryy
bracing per BCS!.. Unless noted o) herw!se,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 Buildingp Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
,For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineftmoDm; TPI: www. inst.o ; SBCA: www.sbdndu .com; [CC: www.iocsafe.org
I
Job Number: 136DGS127 I Ply: 1 SEQN: 635507 17321 HIPS
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" Lt OL Qty: 1 FROM: AH DRW:
Truss Label: A14G I Wgt: 242.2 Ibs / ... 08/01/17
79'r 0"
1236 1T3"3
2T4"40+TC3 32
1
24118" 9T11"57' 536 4'11"14 '824"3 36
110X10(R) —4X4C1112X4=5X6=3X4 1112X4 X10X10(R)
12 D E
F G H I J,_nvn K
ll
M
m =4X
l�
qw
i,
i., VAA
,
FA&\
III X4
F1' T1"12 410"4
7'1"12 12'
S R BC2 Q
0710 =4X10 =4X10
5'3"3 511"10 93"3
1733 1 224"13 2778"
,X%C5)
N
P O r�
=H0710 1113X4
4-10"4 7'1"12 1�
32'6"4 39'8"
T
T
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in [or, Udeft U#
LOG R / U / Rw / Rh / RL
1 W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.534 H 878 240
U 3139 / 1427 /- /- /-
18.0
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 1.246 H 376 180
M 3140 11428 / - / - ! -
/ 8.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.110 D - -
Wind reactions based on MWFRS
Des
EXP: C
HORZ TL 0.256 D - -
(
U Min Br Width Re 3.7
g q
CLLd: 0.000
NCBCLL: 0.00
Mean Height: 15.00 ft
g
Code / Misc Criteria
Creep Factor: 1.5
P
M Min Brg Width Req = 3.7
Soffit: 2.OD
TCDL: 4.2 psf
BCDL: 6.0 psf
BldgCode: FBC 2014 RES
Max TC CSI: 0.667
Bearings U & M are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.799
Bearings U & M require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: No
Max Web CSI: 0.708
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: NA
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
I WAVE, HS
[VI EW Ver: 16.02.01D.0314.13
A - B 27 -20 H -1
4166 -9320
Lumber
B - C 2843 -6259 I - J
4166 -9320
C - D 2791 - 6195 J - K
3602 - 8044
Value Set: 13B (Effective 6/112013)
D - E 3601 - 8043 K - L
2793 - 6197
Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1:
E - F 4165 -9320 L - M
2844 -6251
Bot chord 2x6 SP #1 :BC2 2x6 SP M-26:
F - G 4165 -9320 M - N
27 -20
Webs 2x4 SP #3 :W2, W11 2x4 SP #1:
G - H 4165 -9320
:Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.712'
:Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.712'
Lumber value set "l36" uses design values
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
approved 1/3012013 by ALSC
MAP
Loading
1 * *
B-T 5504 -2466 Q-P
T S 5530 P O
8171 -3676
5532
#1 hip supports 7-0-0 jacks with no webs.
- -2471 -
S - R 8170 -3676 O - M
-2473
5506 -2467
Wind
Ai ea ' .
NO 04718
R - Q 9426 -4242
Wind loads and reactions based on MWFRS.
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp_
e
STATE OF
D-T 624 -123 H-Q
D S 3044 -136B I - Q
126 -175
351 - 423
-
+:40
S - E 893 -1510 Q - J
E - R 1389 - 592 J - P
1389 - 591
892 -1510
+ "ffi�X
F - R 351 -424 P - K
3043 -1367
it a w
R- H 126 -176 O- K
625 -125
40 01 SA;38 FF 56 81 BO BB 7F48 00 992E 95 FB
€kart and Sealed by tame, Martinez,
i�E(A.. 1k.�7F8?1 on 6 dale shatvai aCwmwm whga SH)K '
as••eMs anikadteas arede.
Mtadctaian c5tfksdw�A= not CWZWMd41.6=d zeabd
and the 5.,3A>S asihentxatdaasre�ee'as�t b94sc3fW eau MYdMtMrA..
malm
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*"IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses rec]uire extreme care in fabricatingq handlingg st i ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Corn on Safety Information, by TPI and'SBCA) fo'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 bracing insTalled per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and ppsition 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 BuildinhComponents 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 shippm,7, 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.
Jilb Number: 136DCS127 Ply: 1 SEQN: 635509 / T1 T/ SPEC
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW:
Truss Label: A15 Wgt 204.4 Ibs / ... 08101/17
T 11('.15 137"1 17'11"15 8'1 "11 24'4"1 29' 33'3"8 39'8"
r T �1"15 57"2 + 4'4"14 0" 12 5'5"6 ' + 4'7"15 } 4'3"B
12 5X6 m3X4 m3X6 012X4
6 D Z7H< >J'!4T 5Xg
M
soTT
U7go
m3X6(A1) B Ka3X6(A1)
A L 1
= X4 X6 R=3X4 m4X10 01 X4 = XM3X8 1112X4
13'8"
21'
1' 7'1"12 4'10"4 1'3."�. 5'7"2 5'3"10 3'5"11 4'S"4 6'2"12 1'
7'1°12 + 12' �13'3'9 18'10"11 24'2"5 27'8° 1 1,4° 33'S"4 39'8"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 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: 3.97 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 91
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Pf: NA Ce: NA
VERT(LL): -0.036 N 999 240
Lu: NA Cs: NA
VERT(TL): 0.076 N 999 180
Snow Duration: NA
HORZ(LL): 0.015 M - -
HORZ(TL): 0.034 M
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.578
TPI Std: 2007
Max BC CSI: 0.385
Rep Factors Used: Yes
Max Web CSI: 0.962
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):_ . .
VIEW Ver: 16.02.01D.0314.13
WAVE
0
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 578 / 259 / 377 I - / 277 / 8.0
R 481 1169 / 258 / 0 / 0 18.0
U 1412 I659 /670 I- I- /8.0
K 760 1342 / 520 / - /- / 8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
R Min Brg Width Req = 1.5
U Min Brg Width Req = 1.7
K Min Brg Width Req = 1.5
Bearings B, R, U, & K are a rigid surface.
Bearings B, R, U, & K require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp_
A- B 27 0
G- H
654 - 659
B - C 656 - 687
H -1
902 - 711
C - D 690 - 586
I - J
904 -712
D-E 159 -56
J-K
1131 -1109
E- F 654 - 558
K- L
27 0
1t1lfm. F-G 654 -558
STATE O
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
B - T 547 - 450
P - O
599
-498
T - S 568 -425
O - N
599
-498
S - R 568 - 425
N - M
928
- 859
R - Q 429 - 348
M - K
931
- 860
Q - P 604 -498
40 015ASS FF 513 8180 BB 7F 4800 99 2€ E5 FB
Thisdtai3tRua kels ed'aes9 a�alad 6y rdasausl Mart�ca,
•FEtai uc.047ts21anthe tat..xMsenra6a raP%aSRAM
ac34;en8ca;c�e.
tc3 c��zFxs dai arm nm c�asiiisrnd si4aa� �d c�aiad
ms6 the T...�7R.a a�ent�m�mrzxde m�est:�:aac�if�deak arryd�trank..
n�
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp_
C - T
247 -157
Q - H
1483
-1362
T-D
213 -94
P-H
203
-2
D - R
685 - 650
H - N
131
- 23
R - E
204 - 73
I - N
353
- 353
E - Q
671 -677
N - J
524
-430
G - Q
286 - 331
J - M
223
- 32
**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
Safety Information, byy TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propf; y
id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
e._ Apply plates to each face_ of truss and position as shown above and on the Joint -Details, unless noted otherwise. hefer to
a division of
iri i,orrorn
acceptance
any structure
failure to build the
g or cover page
in. The suitability
a
Job Number: 136DCS127 I Ply: 1 SEQN: 6355121 T141 GABL `
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW:
Truss Label: A16 I Wgt: 218.4 Ibs Page 1 of 2 .. / ... 08/01/17
13712 + 1818"
3'9"13 410"4
—+tT� P
3X4
EF G H I
II // U ::Mi AG�
Z X =3X4V
=3X4 I =3X6
13'8" I 5' —
T1"12 2'11"15 3-2"5 5'1"1'
T1"12 101"1 " 4'13r 18'8"
1 16"4
22'4"1 + 26'2"8 + 29' + 31'9"8+ 39'8"
3'8"1 3'10 7 2'9°8 2'9"8 7'10°8
0.3X4K M 3X4
o5X1 J(SRS
to
Na3XX6(A1)
T S R Q P
=3X4=3X6=3X8
21'
3'6"5 3'8"11 3'1" 2'71"4 7'812 1�
22'2"5 25'11" 29' 31 TT4 39'8"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph PF NA Ce: NA VERT(LL): -0.036 Q 999 240 B 528 1240 1340 /- / 317 / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.075 P 999 180 W 731 / 276 1342 1- ! - / 8.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.013 P - - U 1218 1549 / 590 / - / - / 8.0
EXP: C HORZ�)
L 0.030 P N 790 / 360 1530 / - / - / 8.0
Des Ld: 37.00 Mean Height: 15.00 ft Wind reactions based on MWFRS
NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5
Soffit: 2.00 BCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.614 B Min Big Width Req = 1.5
BCDL: 5.0 psf W Min Big Width Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.414
Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.478 U Min Brg Width Req = 1.5
N Min Big Width Req = 1.5
Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B, W, U, & N are a rigid surface.
GCp!: 0.18 Plate Type(s): Bearings B, W, U, & N require a seat plate.
Wind Duration: 1.60 WAVE VIEW Ver: 16-02.01D.0314.13
Lumber Maximum Top Chord Forces Per Ply (Ibs)
Value Set: 13B (Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp_
Top chord 2x4 SP #1 A - B 27 0 H - I 680 -683
Bot chord 2x4 SP #1 B - C 652 -573 I - J 680 -683
Webs 2x4 SP #3 C - D 705 -516 J - K 1006 -863
Lumber value set "1313" uses design values D - E 393 -297 K - L 989 -739
approved 1/30/2013 by ALSC E - F 389 -293 L - M 986 -766
F - G 680 - 684 M - N 1099 -1106
Plating Notes dy G - H 680 -683 N - O 27 0
All plates are 2X4 except as noted �$ to,,;
(") 1 plate(s) require special positioning. Refer to Maximum Bat Chord Forces Per Ply (Ibs)
scaled plate plot details for special positioning * u Chords Tens.Comp. Chords Tens. Comp.
requirements.
B-Z 445 -399 U-T 580 -508
Wind Z-Y 386 -323 T-S 577 -510
Member design based on both MWFRS and C&C. Y - X 386 -319 S - R 733 628
X - W 386 - 319 R - Q 733 - 628
Additional Notes aft W - V 464 -379 Q - P 911 801
See DWGS A16015ENC101014 & GBLLETIN1014 for STATE OF V - U 464 -379 P - N 914 -802
gable wind bracing and other requirements.
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp, Webs Tens. Comp.
" C - Z 194 - 72 I - U 221 - 252
Z - D 228 -95 U - J 1558 -1419
SOFML* D-Y 100 -8 T-J 124 -2
40 015A 38 FF 50 8180 B5 7F49 00 99 2E 85 FB D -AA 909 - 801 J - S 203 -164
rWvimhnbs tkdwntc j ed wal byM2",zlmartww, AA_W 935 -825 S-K 136 -14
a58stztccsthcdssshavantxivmangass8 W-F 91 -175 K-Q 343 -191
zwhti'CGiarkm=: k.—
F -AB 421 -394 Q - M 638 -495
x'�tuc�ims isl'ct�s drr;..-,x.�rm matcxssanndaasszi.mmzdz�,alm$ AC -AD 422 -402 L-Q 565 -772
etiasst5a, asethnntlsasiwsev7eentcnrifsf�ectrmr AD-U 426 -403 M-P 279 -65
<aylns:
"WARNING— READ AND IFOLLOW ALL NOTES ON THIS DRAWING!
*IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re wire extreme care in fabricating handlin f shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componengt Safety Information, byV TPI anr7'SBCA) for satPety 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 properly
attached rigid ceiling Locations shown for permanerit lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as applica e. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. (Refer 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 drawigg any failure to build the
truss in conformance with ANSIlfPI 1, or for handlir19 shipping, installation and bracing of trusses.A seal on this drawing or cover page.
listing this drawtng indicates acceptance of professronat engineering responsibility, solely for the design shown. The suitabdrty
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS127 Ply: 1 SEQN: 635512 / T14 / GABL
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW:
Truss Label: Al Wgt: 218.4 Ibs Page 2 of 2 ... / ... 08/01/17
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
AA- E 66 -75 V -AC 91 -27
AB- G 79 -48 AD- H 18 -23
No 047182-
,STATE OF � x�<:
40 01 5A 38 FF 588180 88 7F48 00 99 2E85 FB
V'A am6x 19d try Mmmlmntta=,
PEM.ttt.t4rt93.t Ge7t3twc°a4C�ha47ft aAa'�a gaSN:. 3•
aSSAiedi�iJiiCSS?,#kaC.
Szwdcc ixn3tidsd�ro. =amnmtcrr�diS.acdddnad msis lad
said tha 3at�3P+antxattmssa9amvst Ht vsrif dM=VdMtmrA'
Cffiylai:
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,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 bracingg installed per BCSI sections 63, 67 or B10,
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 Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI II PI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of siona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is Cothe responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
I
Job Number: 136DCS127 Ply: 1 SEQN: 539473 / T2 / GABL
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C"U[ OL Qty: 1 FROM: AH DRW:
Truss Label: B1GE I I Wgt: 134.4 Ibs .. / ... 08/01/17
21'4"
(TYP)
I ®4X4
H J
G K
12 F L
6 p
E M N
vm, D h
N
m
C
02X4(A1) B Pm2X4(A1)
IRIA IR Q
AE AD AC AB AA Z Y Xm3X4 W V U T S R
21'4"
1' I 21W 1
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 Udell U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.001 H 999 240 p+ 81 / 37 / 39 /- / 11 / 256
BCLL: 0.00 Enclosure: Closed Lu: NA 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 = -
EXP: C
Des Ld: 37.00 HORZ(TL): 0.003 J - - Bearing 8 is a rigid surface.
NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5
TCDL: 4.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.108 Maximum To Chord Forces Per PI Ibs
Soffit: 2.00 BCDL: 5.0 psf p y (Ibs)
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 it Rep Factors Used: Yes Max Web CSI: 0-086 A - B 27 0 I - J 304 -24
Loc. from endwall: Any FT/RT:20(0)/l0(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
-84
Value Set: 13B (Effective 6/1/2013) G-H 253 F - G 2-2N - O -21 O-P 81 -11313
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 Chord Forces Per Ply (Ibs)
approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp.
� B -AE 175 -108 X - W 192 -107
Plating Notes AE-AD 183 -110 W - V 191 -107
All plates are 2X4 except as noted. me AD -AC 185 -110 V - U 189 -106
AC-AB 188 -111 U - T 187 -106
Wind►g AB -AA 190 -112 T-S 185 -105
Member design based on both MWFRS and C&C. a'� AA- Z 191 -112 S - R 183 -104
Z-Y 192 -113 R-P 175 -103
Additional Notes Y - X 192 -107
vwf
See DWGS A16015ENC101014 & GBLLETIN1014 for wo
W: w
gable wind bracing and other requirements. at, 0 Maximum Gable Forces Per Ply (Ibs)
g Gables Tens.Comp. Gables Tens. Comp.
STATE OF J* C -AE 174 -103 W - J 187 - 83
6 D -AD 88 - 65 V - K 153 - 73
E-AC 101 -74 U-L 100 -73
1 G -AA 153 - 73 S - N 88 -65
H-Z 187 -83 R-O 174 -103
4001 6 38FF581BO81#7F4800992E95FB I-X 0 -162
fi#aisItetn1mbz selattro::. yXtud.wd=ledtryiester lMarttttes;
k (fL. 1.es..4ki7�i�3T on meAme5t WQ above ., ig aSPA4
a .t t9tal"a»• `e.
a5titrdcsm?arn3thaa dm,t: not txavd1twed nad 2nd WAkad
�dthewqA"'. as,1%0Adta4iaAmde M=I hl ro T dCA = Vd"tMnk
cmim
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin 'shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, by TPI ana'SBCA) for'safety practices pnor 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 properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as applicable. Apply ptales 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 PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ .
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this 9i awing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2.
t;.-, .. - _ . - - ..
Job Number: 136DCS127 Ply: 1 SEQN: 539474 / T3 / GABL
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL City: 1 FROM. AH DRW:
Truss Label: C1GE Wgt 78.4lbs .. / ... 08/01/17
7' 14'
7' T
�- 18" ^+-(TYPI i G=4X4
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: 11
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
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 1/3012013 by ALSC
Plating Notes
All plates are 2X4 except as noted.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A16015ENC101014 & GBLLETIN1014 for
gable wind bracing and other requirements.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Mist; Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):'
WAVE
14'
+
14
Deft/CSI Criteria ♦ Maximum Reactions (Ibs), or.=PLF
PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W
VERT(LL): -0.001 F 999 240 L• 84 / 39 / 40 / - / 12
VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS
HORZ(LL): -0.002 E - - B Min Big Width Req = -
HORZ(TL):-0.002 E - - Bearing B is a rigid surface.
Creep Factor. 1.5
/168
Max TC CSI: 0.118
Maximum Top Chord Forces Per Ply (Ibs)
Max BC CSI: 0.026
Chords Tens.Comp.
Chords
Tens. Comp.
Max Web CSI: 0.061
A - B
27
0
G - H
213
-26
Mfg Specified Camber:
B - C
14
-66
H - I
157
-48
C-D
61
-28
I-J
105
-69
VIEW Ver: 16.01.00F.0504.20
D - E
113
-17
J - K
87
-89
E-F
165
-14
K-L
84
-106
F-G
221
-17
L-M
27
0
rNO 047182�x
4
Wo
0
SERIAL#:
40 01SA38 FF 513 8180 BB 71`48 00 99 2E 85 FB
?isft itemRaa bveem ¢I¢grsm3ca fs;�rnad us3 scalnd by Warusl Marttn¢z,
Pf (R. Lk. Gdt122f on the data Shown abaw firing a SH)69.
m^iit ¢mtictt3rst cad¢.
�t¢d copansof t}ms dr�crxrr�t ar¢ mot tcrdd+Yed d and ssalmd
and not ba vedfecd mwgdectrd k
cvyfm
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
B-V
145
-46
R-Q
164
-49
V - U
153
-47
Q - P
159
-50
U-T
158
-48
P-O
155
-51
T-S
161
-49
O-N
160
-53
S-R
164
-49
N-L
144
-55
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
C - V
122
- 56
Q - H
205
- 83
D-U
115
-75
P-1
159
-72
E-T
159
-72
O-J
115
-75
F - S
205
- 83
N - K
122
- 56
G-R
13
-89
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
?wire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, by TPI and SBCA) fo'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 properly
iid ceiling Locations shown far permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or p10,
e. AppTy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. hefer to
60A-Z for standard plate positions.
a division of
in i,orrorn
acceptance
any structure
his drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
Job Number: 136DCS127 I Ply: 1 SEQN: 635514 / T28 / SPEC
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 2 FROM. AH DRW:
Truss Label: D1 I Wgt 37.8 ibs .. / ... 08/01/17
T 12
6
0
N
2X4(A1)
A
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
Des Ld: 37.00 EXP: C
Mean Height: 15.00 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 It
Loc. from endwall: not in 4.50
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 93
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Left and right cantilevers are exposed to wind
Left bottom chord exposed to wind.
**WARNING— READ
"IMPORTANT** FURNISH THIS E
a division of ITW BuildiphcLComponents
conformance with ANSI PI 1, or for h
this drawing indicates acceptance
le of this thawing for any structure
10,
5'
C=4X4
in
D=2X4(A1)
E a3
F
1112X4
9'9"8 AU
5' A.
S'
1
5'
10,
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in [or, Udell U#
LOG R / U / Rw / Rh / RL
/ W
PY NA Ce: NA
VERT(LL): -0.012 F 999 240
B 438 1225 / 425 / - / 134
/ 3.5
Lu: NA Cs: NA
VERT(TL): 0.014 F 999 180
D 438 / 220 / 257 / - /-
/ 3.5
Snow Duration: NA
HORZ(LL): -0.005 F - -
Wind reactions based on MWFRS
HORZ(TL): 0.006 F - -
B Min Brg Width Req = 1.5
Code I Misc Criteria
Creep Factor. 1.5
D Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.291
Bearings B & D are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.263
Rep Factors Used: Yes
Max Web CSI: 0.091
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):
A - B 27 0 C - D
796 -503
WAVE
VIEW Ver: 16.02.01D.0314.13
B - C 830 -503 D - E
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - F 428 - 611 F - D 428 - 611
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C - F 306 - 424
40 01 5A 38 FF 5B 8180 BB 7F48 00 99 2E 85 FB
EhL Item bas been tledrac&Qa sIped aM izated by rUmA Martin",
€'$. W. Lk.048t®21 on the &W shown above usfnga SHA•1
r^s4ated cepaesofthis doumaa we not axw&rod sqn and scaled
and the SNA4 aedh.AOCatiM eude nurt Fin vedfbd rar MydedmnF:
CW&L
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
aping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
ty practices prior to performing these functions. installers shall provide tempora
have properlyY attached structural sheathingg and bottom chord shall have a properly
!ral restraint bf webs shall have bracing installed per BCSI sections B3, B7 or 810,
ition as shown above and on the Joinf Details, unless noted otherwise. (lifer to
shall not be responsible for any deviation from this drawing,any failure to build the
Aping, installation and bracing of trusses.A seal on this drawing or cover page
aonal engineering responsibility sotety_for the design shown. The suitability
see
Jil Number:
136D
14EBTrusB LabelCD2G CLL OL /DR Horton /4EBB 1828-Cali "C" LL OL I City: I .8 Ibs I FROM: AH 031 / T30 /HIPS I DRW % 08/01/17 I
12
6 p
3X4(A1) B
4 A
3' T 10,
3' 4' 3'
M.
III4A-+ = JA-+
E= 3X4(A1)
F
11"d 9'9"8 111114
Uk
B
1, } 3'1 12 3'6 12 + 3'3"8
3'1 "12 6'8"8 10,
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too L/defl L/#
LOG R / U / Rw / Rh / RL / W
B 568 / 271 / - / - / - / 3.5
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0,013 G 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.029 G 999 180
E 568 1271 /- ! - ! - 13.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.005 G - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
I
HORZ(TL): 0.012 G - -
B Min Brg Width Req = 1.5
Code ! Misc Criteria
NCBCLL: 0.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor. 1.5
E Min B Width Re 1.5
r9 q
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.184
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: 0.170
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: No
Max Web CSI: 0.063
Maximum To Chord Forces Per PI Ibs
p y (Ibs)
Loc. from endwall: NA
FT/RT:20(0)110(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp_
A - B 27 -20 D - E 379 -840
GCpi: 0.18
Plate Type(s):..
VIEW Ver: 17.01.01A.0723.13
Wind Duration: 1.60
WAVE
B - C 379 -846 E - F 27 -20
Lumber C - D 318 -755
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Loading
#1 hip supports 3-0-0 jacks with no webs.
Left side jacks have 3-0-0 setback with 0-1-4 cant
and 1-0-0 overhang. End jacks have 3-0-0 setback
with 0-1-4 cant and 1-0-0 overhang. Right side jacks
have 3-0-0 setback with 0-1-4 cant and 1-0-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Left and right cantilevers are exposed to wind
Left bottom chord exposed to wind.
x
o 047182
«
A STATE O
r*.
L3
40 01 5A 38 FF 56 81 BO 86 7F49 00 99 2E 85 FB
Th9tltanc'Asa bcm ekctrmt6Ca�ytigned am9scated by TAaxx;m9 ktarttncx,
fff (FL, ttc.Ca71921" the data owwft abwe W—Ing a SHA•i
aa-th eatCra.tica. raada.
r^tutad capk%oftt& dxam= a ac mt ctmsi&rad s4nai aril salad
a"d tiros_5AL''.1. z bicAtkatmcode tntnt be w Alicd rat=VdKirnnk
Mai.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-H 729 -318 G-E 725 -318
H-G 744 -318
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-H 162 0 G-D 165 0
C-G 12 0
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an SBCA) fr safety practices prior to performing these functions. Installers shall provide temposrryy
bracing per BCSI. Unless noted olherwise,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 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 Joinf Details, unless noted otherwise. kefer 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 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 p e responsibility of the Building Designer per ANSUTPI 1 Sec.2.
For more information see this tob's general notes pane and these web sites: ALPINE: www.alpirteitw.com: TPI: www.toinst.oni: SBCA www.sbcindustrv.com: IM www.iccsafe.ora
i
Job Number: 136DCS127 I Ply: 1 SEQN: 539476 / T27 / VAL
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 IFROM:AH I DRW.
Truss Label: V4 I I Wat: 16.81bs ... / ... 08/01/17
BE
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 it
GCpi: 0.18 I
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP Al
Bot chord 2x4 SP #1
Lumber value set "l3B" uses design values
approved 113012013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details.
1'10" 3'8"
1'10" 1110"
12
6
3X4(D1) 6=3X4=3X4(D1)
A C
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
3'8"
3'8"
3'8"
OeFl/CSl Criteria
PP Deflection in too Udell U#
VERT(LL): -0.003 999 240
`Maximum Reactions (lbs), or "=PLF
Loc R / U / Rw / Rh / RL / W
D- 75 121 / 36 /- / 6 144.0
VERT(TL): 0.006 999 180
Wind reactions based on MWFRS
HORZ(LL): 0.001 - -
D Min Brg Width Req = -
HORZ(TL): -0.002 - -
Bearing D is a rigid surface.
Creep Factor. 1.5
Max TC CSI: 0.050
Maximum Top Chord Forces Per Ply (Ibs)
Max BC CSI: 0,063
Chords Tens.Comp. Chords Tens. Comp.
A-B 171 -150 B-C 171 -150
Max Web CSI: 0.000
Mfg Specified Camber:
Maximum Bot Chord Forces Per Ply (ibs)
VIEW Ver: 16.01.00F.0504.20
Chords Tens.Comp.
No £)4781
e
40015A38 FF51381B0887F4800992E85 FB
Thu and* lad by rnauNA Marlines,
a E (A.. W.047182f on the dal¢ shown abam aag a S)4t�l
a��thcntkartaac rxtdm
arntad copinaithk domr=zt=not atniidtsad dinad and salad
and kh4Sdt,2aLAcntkAf4n =do rnct be warlfkd mm dcctm"k
mtias:
A-C 148 -135
—WARNING'- READJAND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
vqire extreme care in fabricating, haridlinp shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building
f Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathincl and bottom chord shall have a propperly
aaid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610,
le. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. {2efer to
a division of
failure to build the
g or cover pa e
in. The sui bility
any
Job Number: 136DCS127
Ply: 1
SEQN: 539477 / T20 / VAL
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL
'Qty: 1
FROM: AH
DRW.
Truss Label: V8
Wgt: 25.2 Ibs
! ... 08/01/17
3'10" 7'8"
r 3'10" 1 310"
12 B=4X4
T 6�
3X4(D1)=3X4(DC1)
- A
Li L-1
D 1112X4
7'8„
3'10" 3'10" J
r 310" 7'8"
Loading Criteria (psi)
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 Udefl U#
Loc R / U / Rw / Rh / RL / W
E- 75 / 28 / 36 /- / 8 192.0
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.008 D 999 240
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.013 D 999 180
Wind reactions based on MWFRS
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.003 D - -
E Min Brg Width Req = -
Des Ld: 37.00
EXP: C
Mean Height: 15.00 ft
HORZ(fL):-0.005 D - -
Bearing E is a rigid surface.
NCBCLL: 10.00
TCDL: 4.2 psf
Code / Misc Criteria
CreepFactor. 1.5
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.126
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
Max BC CSI: 0.108
Chords Tens.Comp. Chords Tens. Camp.
A - B 189 -158 B - C 189 -158
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.100
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 16.01.00F.0504.20
Chords Tens.Comp. Chords Tens. Comp.
Lumber A-D 213 -137 D-C 213 -137
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs)
Bot chord 2x4 SP 91 Webs Tens.Comp.
Webs 2x4 SP #3
Lumber value set "1313" uses design values B - D 336 -295
approved 1/30/2013 by ALSC
Wind �*�f
Member design based on both MWFRS and CBC.
Additional Notes�Tx`%
See DWG VAL160101014 for valley details.
i T+
w to
a
STATE OF
10
SER AL k
40 01 5A 38 FF 5138180 68 7F 48 00 99 2E 85 FB
Wt m6waled by 7Aacacl 0.a3rt1ner.
PE (rt, UC. "711121 on the &Ue howa abon lrtng a SHA 1
xothan `GK7tEiS Gb�C.
Pk =d cc m aftfd5 drera=Z-A va not cas3xifesad rasa ad sealad
and ticw.R,2suthcn`l,gt ttaden4.i�cacrifa:dmacycl"trank
=im.
—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: for
Safety Information, by TPI and'SBCA) 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 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 JoiniDetails, unless noted otherwise. f�efer 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 professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this J&s qLneral notes page and these web sites: ALPINE: www.ai ineitw.com; TPI: www.tpinst.orgSBCA wwwsbdndust .com ICC: www.iccsafe.org
ITruss Label:CEIi1"C LL OL /DR Horton /4EBB 1828-Cali "C" Li OL I WQti 23.8 Ibs FROM: AH 478 / T19 / EJAC I DRW./ 08/01/17 I
12
6
=2X4(A1) B
A
1 I T.
I T
Loading Criteria (pso
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi 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): -0.014 D - -
Des Ld: 37.00
EXP:-C
Mean Height: 15.00 ft
HORZ L 0.031 D
)
NCBCLL: 10.00
TCDL: 4.psf
Code ! Misc Criteria
Creep Factor. 1.5
Soffit: 2.00
BCDL: 5.0 psf
9 Bld Code: FBC 2014 RES
Max TC CSI: 0.496
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2007
Max BC CSI: 0.368
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Loc. from endwall: not in 4. 0 ft
FT/RT:20(0)110(0)
Mfg Specified Camber:
I
Plate Type(s):
I VIEW Ver: 16.01.00F.0504.20
Wind Duration: 1.60
WAVE
Lumber
Value Set: 13B (Effective 61112013)
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.
G: � .too:. 047102
y •
1
40 015A 38 FF 5B 81 BO BB 7F48 00 99 2E 85 FB
TM Itemttx bemck j Jpcd and scaled by Ma *l Mani,?"
Pe LIk.MIMI cn the data Shown above trAns a SK%-1
35e�ICn�{19CiLie_
itsd crGiaz,aic}sss donrsr�arm azytcmu9dmsd rand zsak�d
arsd thstSlauthentkaFiacsaajemrutflazm.GlfL�l-m szyd«tran�
mylas.
C
LC
1
o to
b�
1
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL I
B 336 / 117 / 259 / - / 173 18.0
D 127 /20 /101 /- !- 11.5
C 171 /133 /91 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
A-B 27 0 B-C 77 -151
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
vire extreme care in fabricating Nandlinqq shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
[Safety Information, byy TPI and'SBCA) f-or safety practices prior to performing these functions. Installers shall provide temporarryy
SCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly
aid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 810,
le. ADDTV plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
a division of
its drawin any failure to build the
on this drawing or cover pa e
re design shown. The suitability
any
Job Number: 136DCS127 Ply: 1 1 SEQN: 539479 / T12 / EJAC
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 6 FROM: AH DRW:
Truss Label: EJ7A Wgt: 21.0 Ibs .. / ... 08/01/17
2X4(A1
T
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP. C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 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 "'I 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
7'
7'
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too L/defl U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.017 C - -
HORZ(TL): 0.034 C - -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.505
TPI Std: 2007
Max BC CSI: 0.373
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 16.01.00F.0504.20
No 047182�*
• o
40 015A 38 FF 56 8180 68 7F48 00 99 2E 85 FB
mils itemUi been ektr c *nedmnd scaled by Mae .Martina,
PE (`l, Lic.947!221 co the data shown atom a^ang a SwAa
as.�hcrttcazs�¢adc.
Frb
tad copses cJthas darer..rs-a =not ctasl6wed uped and seakd
and tZ, SKA-1 as.3hentk2SO szaste Mmk be aed6 d c„n aoydectrank
C.Pias.
B
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
A 270 / 79 / 188 / - / 151 / 8.0
C 128 /21 1104 /- /- 11.5
B 174 /135 /95 /- /- /1.5
Wind reactions based on MWFRS
A Min Brg Width Req = 1.5
C Min Brg Width Req = -
B Min Brg Width Req = -
Bearing A is a rigid surface.
Bearing A requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-B 78 -152
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 0 0
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building
Safety Information, byy TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly
id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10,
e. Apple Plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to
a division of
vsulrl 1,ortor n
tes acceptance
for any structure
lis drawing any failure to build the
on this drawing or cover page
ie design shown. The suitability
Job Number: 136DCS127 I Ply: 1 SEQN: 539480 / T16 / JACK
4EBB 1828-Cali "C" LL OL /DR Horton AEBB 1828-Cali "C" LL OL Qty: 4 FROM: AH DRW:
Truss Label: BJ5 I Wgt: 16.8 Ibs .. / ... 08/01/17
2X4(A1)! B
A
Loading Criteria (psq
Wind Criteria
TOLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 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 psi
Load Duration: 1.25
MWFRS Parallel Dist: 0 to
Spacing: 24.0 "
C&C Dist a: 3.00 it
Loc. from endwall: not in 4
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and
12
6
L 5'
5'
Snow Criteria (Pg,Pf in PSF)
DefI/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.007 D - -
HORZ(TL): 0.010 D - -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.309
TPI Sid: 2007
Max BC CSI: 0.162
Rep Factors Used: Yes
Max Web CSI: 0.000
it
FT/RT:20(0)110(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 16.01.00F.0504.20
WAVE
No 047182
STATE OF
40 013A 38 FF 58 81 B0 BB 7F 49 00 99 2€ 85 FB
T3sisTtam'i,asbinsakcttun6ra�z{nad=doiledbyLua lWrUnaz'
?E (SL. Lk.exrsszl an tim dasashowrz ahns� sr3ng a SNA-1
authentkat(eXrwA.—
Fr5atcd ccptaofties dKxr=Aa not crsasri�nd!1Vwiand:ca6ad
arA the.V%,z ac cnt;ratiass tide Huseba redf dmuydodtaril:
caylas.
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 263 / 96 / 208 / - / 129 18.0
D 90 /13 170 I- 1- 11.5
C 119 193 /62 /- /- 11.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. • Chords Tens. Comp.
A-B 27 0 B-C 53 -120
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
vire 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) fo'r satPety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted dtherwiise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
K!d ceiling. Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or p10,
. ADDTv Plates to each face of, truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
a division of
any
Lis drawin any failure to build the
on this drawing or cover page.
le design shown. The suitability
rPl 1 Sec.2.
Job Number:r13DCS127 Ply: 1 1 SEQN: 539481 / T17 / JACK
4EBB 182E-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 4 FROM: AH DRW:
Truss Label: BJ3 Wgt: 12.6 Ibs I / ... 08/01/17
4"3
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: 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 "1313" uses design values
approved 1 /30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
rf
'41
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Pf. NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.003 D -
HORZ(TL):-0.003 D - -
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.174
TPI Std: 2007
Max BC CSI: 0.072
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
40 015A38 FF 5B 81.80 BB 7F 49 00 99 2E 85 FB
TtitItem
'lasbcmckeiroc5ca /arddwO=ledbyiii lMntrnas
Pi (rt. uc.g4?tsal. the dew stwvlrt abon w.Ing a SNA•1
a�Khanffitat;eatcz�m
Pm"d-pinof disd :tm•anrtcm-W&w d%4-d—d scaled
and tIw SFA,1 ba.radrted m avel"treek
caylax.
co
O lO
CV
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 193 / 76 1162 /- / 86 16.0
D 51 /6 141 /- /- /1.5
C 64 /51 /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)
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
uire extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI an c7 SBCA) r safety practices pnor 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
id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
e. Am* Plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. 1`tefer to
a division of
l t9 1, or Tor nanoling shipping, insta
acceptance of profelif
ssiona engine
any structure is the responsibility of
failure to build the
g or cover page
in. The suitability
Job Number: 136DCS127 I Ply: 1 SEQN: 689027 / T34 / EJAC '
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" ( L OL Qty: 4 FROM: AH DRW:
Truss Label: EJ3A I Wgt 12.6 Ibs .. / ... 08/01/17
12
6
2M(A1) B
IA
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: 6.0 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 61112013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Lumber value set "136" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and
Left cantilever is exposed to wind
Left bottom chord exposed to wind.
3'
1'
3'
Snow Criteria (Pg,Pf In PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
PY. NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.003 D - -
HORZ(TL): -0.003 D - -
Code / Misc Criteria
Creep Factor. 1.6
Bldg Code: FBC 2014 RES
Max TC CSI: 0.178
TPI Std: 2007
Max BC CSI: 0.078
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.01.01A.0723.13
40 01 SA38 FF 58 8180 BB 7F 48 CO 99 2E 85 FB
This ltartiRaabetn afecia ffi}sd4nadsldsaalad by?A metl Mwiln 3,
?E (R, tk.04710f an the date shown abam tr�ag a SNA`1
oath c[iCita.4tc`e9 Cs3dc.
Fcktcd copies of tWs doccraantatamot car sldeaad sfgaad and v ealed
oral the_.M «aa enszotierasafla must ha."Afiai M wydodmnk
s.Sias.
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 190 /93 /201 /- /86 /3.5
D 52 /34 /74 /- /- /1.5
C 66 /50 /37 /- /- /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. Camp.
A-B 27 0 B-C, 29 -106
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qquire extreme care in fabricating, handlingq shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building
f Safety Information, byV TPI and'SBCA) fo'r sa�ety practices prior to performing -these functions. Installers shall provide temporary
BCSI. Unless noted o4lrwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro any
aid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
le. ADDTv plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. k fer to
of
failure to build the
g or cover pa e
rn. The su' body
any
Job Number: 136DCS127 Ply: 1 SEQN: 5394831 T18 / JACK
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 4 FROM: AH DRW:
Truss Label: BJ1 Wgt 11.2lbs .. / ... 08/01/17
4"3
V
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: It
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 6/112013)
Top chord 2x4 SP 91
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.
12
6 � C
2X4(A1) B
0
M
O LO
� TMI
1'
1'
Snow Criteria (Pg,Pf in PSF)
Def11CSl Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pf: NA Ce: NA'
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): 0.000 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: 0.015
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 16.01.00F.0504.20
9
No 047182
�a
� a
� w
* w
Y
STATE OF
SERIAL It
40 01 5A 38 FF 58 81 &O BB 7F48 00 99 2€ 85 FB
rhU Item haabeen aitd �p�,ad ztd=led by U2wel Martinar,
PE fn.. M. 937ta21 on the dZie, shown abxi w.dngaSNA-1
as-lher,Gra Wzn resye_
Pt'iatad ccpbaxtald" drr—.tm not crnslderad sigma# and sealed
=ti the V_0 2 asAendotIm scade n�t be 4trif ind fair myeimtraek
CWA.A.
Ce)
1
A Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 150 /77 1145 /- /42 18.0
D 11 110 118 /- /- /1.5
C -14 /28 /25 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
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 28 -19
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, bV TPI anSBCA) toi 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 properly
Ccid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10,
._ Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. hefer to
a division of
any
failure to build the
g or cover page in. The suitability
I
Job Number: 136DCS127 I Ply: 1 SEQN: 689025 / T31 / JACK
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Caii "C" LL OL Qty: 4 FROM: AH DRW:
Truss Label: BJ1A Wgt: 11.2lbs .. / ... 08/01/17
12
6 � C
2X4(A1) B r�i
o to
4"13
�— A M
D
1IT
I
1'
1t 1t
Loading Criteria (psq Wind Criteria
Snow Criteria (Pg,Pt In PSF) Deff/CSI Criteria
• Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00 Speed: 160 mph
Pf: NA Ce: NA VERT(LL): NA
B 134 / 90 / 155 / - / 42
13.5
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(TL): NA
D 13 13 / 11 / - / -
11.5
BCDL: 10.00 Risk Category: 11
Snow Duration: NA HORZ(LL): 0.000 D -
C 1 119 / 18 / - / -
/ 1.5
Des Ld: 37.00 EXP: C
HORZ(TL): 0.000 D -
Wind reactions based on MWFRS
Mean Height: 15.00 It
NCBCLL: 10.00
Code / Misc Criteria CreepFactor. 1.5
B Min Big Width Req = 1.5
TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 P sf
Bldg Code: FBC 2014 RES Max TC CSI: 0.163
D Min Br Width Re -
g q =
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12
TPI Sid: 2007 Max BC CSI: 0.013
C Min Brg Width Req = -
Bearing B is a rigid surface,
Spacing: 24.0 " C&C Dist a: 3.00 ft
Rep Factors Used: Yes Max Web CS 1: 0.000
Lac. from endwall: An�
FT/RT:20(0)/10(0) Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
GCpi: 0.18
Plate Type(s): I
Chords Tens.Comp. Chords
Tens. Comp.
Wind Duration: 1.60
WAVE VIEW Ver: 17.01.01A.0723.13
Lumber
A- B 25 0 B- C
19 -16
Value Set: 13B (Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 2x4 SP #1
Chords Tens.Comp.
Bot chord 2x4 SP #1
Lumber value set "l36" uses design values
B - D 0 0
approved 1/30/2013 by ALSC
Wind�3�
Member design based on both MWFRS an C&C.#
Left cantilever is a osed to wind
�.,
$� �v +
Left bottom chord exposed to wind.Iwo
rr`
tb"+�y rd*%tF
w40-041
OF
STATE
im
40 015A 38 FF 56 81 BO BB 7F49 00 99 2E 85 FB
fihItemfrasbrenokc9rmsica p4zad.rA=aladW my lMarunrs;
E (Ft. L@c, C472921 thed1t29hawraabQ'MW.A6 a Sri&,1
asthxnt�rat#ar. zode.
tcdcagt�e9tfdzdtxrsmaarmaataffiaddr�vd dgna:Eandzralad
axad ttsal.:iA3 aaShsn�fteacu�etnsgi Ca rsrif�dcn acrt+cicttrarak
cctim
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"" FUROISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s reqquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nen[ Safety Information, bVITPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
Le BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or B10,
icable. Apply plates to each face. of truss and position as shown above and on the Joint' Details, unless noted otherwise. (2efer to
Is 160A-Z for standard plate positions.
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSltr 1 1, or for handling shipping, installation and bracing of WSSes.A seal on this drawing or cover page_ .
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
re of this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Jots Number: 136DCS127 Ply: 1 SEQN: 539485 / T21 / HIP_
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 2 FROM: AH DRW:
Truss Label: CJ7 Wgt 42.0 Ibs / ..: 08/01/17
67 9110"1
6'3" 3'7"
T
4'3
i
Loading Criteria (psq
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: 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: 3.00 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
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Loading
Hipjack supports 6-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
G]
6'1"4 32" 6 1
6'1"4 9'3"4 9'1
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
LOG R / U / Rw / Rh / RL
Pt NA Ce: NA
VERT(LL): 0.014 G 999 240
B 326 / 154 / - / - / -
Lu: NA Cs: NA
VERT(TL): 0.032 G 999 180
E 410 / 129 / - 10 / 0
Snow Duration: NA
HORZ(LL): 0.004 F - -
D 168 / 132 / - /- / -
HORZ(TL): 0.009 F - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 1.5
B Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.316
E Min Big Width Req = -
TPI Std: 2007
Max BC CSI: 0.308
D Min Brg Width Req = -
Rep Factors Used: No
Max Web CSI: 0.247
Bearing B is a rigid surface.
Bearing B requires a seat plate.
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
/W
110.6
/ 1.5
/ 1.5
Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
WAVE VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp.
A-B 9 -6 C-D 59 -74
B - C 295 - 638
I No 047182
o e
+r
o
+40 015A 38 FF 56 81 B0 BB 7F48 00 99 2E35 FB
TFGmd:aaldd by MIN-1 Martha'
'F£ (a. ti4.C47tH2! W the daft shswa ab— v sng a SNtwI
aetttentacatkAmde_
pm.d copies of this daar�.t arm not cens)dued dgn#d and salad
and thG.SMA-1 asAcn6olkm Cede nwst hd aerifded m=1dectrar3t
=101.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B- G 578 -259 F- E 0 0
G - F .570 - 262
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
G-C 181 0 C-F 314 -684
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
]uire extreme tare in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety. Information, by TPI anc7'SBCA) f-or safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o�herw!se,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 810,
e.. Apply plates to each face of truss and position as shown above and on the Join?Details, unless noted otherwise. kefer to
a division of
iiNl 1,ortorn
acceptance
any structure
tis drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
Job Number:
4EBB 1828-Cali 6C LL1OL /DR Horton MEBB 1828-Cali "C" i L OL I Qt 16.8 Ibs I FROM: AH 029 / T29 /HIP_ I DRW% 08/01/17 i I Truss Label: CJ3A
I 12 C
4.24 T
ti
EEE
2X4(A1)B T— co
-T- N
A
I
�— 1'5"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
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: I
Spacing: 24.0 "
C&C Dist a: 3.00 it
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 #1
Lumber value set "136" uses design values
approved 1/30/2013 by ALSC
Loading
Hipjack supports 2-11-8 setback jacks with 0 i0-12
cantilever one face; 0-0-12 cantilever opposite face.
Wind
Wind loads and reactions based on MWFRS.
Left bottom chord exposed to wind. I
4'2''3
4'2'r3
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): NA
B 123 / 72 / - / - / -
/ 4.9
Lu: NA Cs: NA
VERT(TL): NA
D 22 1- ill ! - ! -
11.5
Snow Duration: NA
HORZ(LL): 0.000 D - -
C 56 / 43 /- / - / -
/ 1.5
HORZ(TL): 0.001 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor. 1.5
B Min Big Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.134
D Min Brg Width Req = -
h/2 TPI Std: 2007
Max BC CSI: 0.031
C Min Brg Width Req = -
Rep Factors Used: No
Max Web CSI: 0.000
Bearing B is a rigid surface.
Ff/RT:20(0)110(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per
Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
WAVE
VIEW Ver: 17.01.01A.0723.13
A-B 20 -13 B-C
19 -15
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
0
40 01 SA38 FF 5B 82 BO BB 7F48 00 99 2E 95 FB
bats itamt+aa be ekdronEcy %Aped acs9 ssalesi hp taaaax9 Marttncs,
P. (R.. ltc. k.T7S@21 an tttm 85ffishoaia abnxm ttstng a S}td-i
a Aentkatknmde.
er�te3ta��z¢rafa: doctxwstme not = d&wd sigma? --=lad
and uz aFA-1'acthcn6aatia code msf tevedited mateydetttenk
ceClas.
'"IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
i require extreme care in fabribatingg handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
nenf Safety Information, bVV TFI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
er BCSI., Unless noted olhe(wise,top chord shall have properly attached structure) sheathing and bottom chord shall have a propperly
rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
cable. Apply ptales to each face of truss and position as shown above and on the Join
Details, unless noted otherv✓ise. f2efer to
Is
160A-Z for standard plate Qositions.
a division of ITW Buildingp�Components Group inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSIlfPI� 1, or for handling shipping, installation and bracing of trvsses.A seal on this drawing or cover page_
this drawing, indicates acceptance of professional engineering �esponsibtlity solely_for the design shown. The suitability
Gable Stud Reinforcement Detail
ASCE 7-101 160 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00
Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed; Exposure C, Kzt = 1.00
On 140 mph Wind Speed,'-45' Mean Height, Enclosed, Exposure D, Kzt = 1.00
❑r, 120 moh Wind Soeed. 15' Mean Helaht. Partially Enclosed. Exoosure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species I Grade
No
Braces
(1) Ix4 'L' Brace IN
(I) 2x4 'L' Brace r
(2) 2x4 'L' Brace Mx
(1) 2x6 'L' Brace ■
(2) 2x6 'L' Brace Koo
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
#1 / #2
3. 10'
6' 7'
6' 10'
7' 9'
8' 1'
9' 3'
9' 7'
12, 2'
12' 8'
14' o'
14' 0'
-
S P F
F
03
3' B'
5' 9'
6' 2'
7' B'
7' It'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0'
Stud
3' e'
5' 9'
6' V
7' 8'
7' 1t'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0'
o
Standard
3' 8'
4 11'
S' 3'
6' 7'
7' 1'
8' IS'
9' 6'
10' 4'
li' 1'
14' 0'
14' 0'
n%
41
4' 0'
6' 8'
6' 11'
1 7' 10'
8' 2'
9' 4'
9' 9'
12' 4'
12' 9'
14' 0'
14' 0'
--1
S P
#2
3' 10'
6' 7'
6' 10'
7' 9'
e' 11.
9' 3'
9' 7'
12' 2'
12' 8'
14' 0'
14' 0'
F
#3
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10' 11'
11' 8'
14' 0'
14' 0'
Stud
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10, 11'
11' 8'
14' 0'
14' 0'
d
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13' V
14' 0'
L%
r
S P r
#1 / #2
4' 5'
7' 6'
7' 9'
e' 10,
9' 3'
10, 7'
ill 0'
13, ill
14' 0'
14' 0'
14' 0'
1113
4' 2'
7' 1'
7' 9'
8' 9'
9' 1'
10' 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
i
U
LIP
Stud
4' 2'
7' 1'
7' 6'
e' 9'
9' 1'
10' 5'
to, 10,
13' 9'
14' 0'
14' 0'
14' 0'
O
I�
Standard
4' 2'
6' 1'
6' 5'
8' 1'
8' 8'
10' 5'
10, 10'
1 12' 8'
13' 7'
14' 0'
14' 0'
0J
#1
4' 7'
7' 7'
7' 11'
9' 0'
9' 4'
10, e'
ill 1'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 5'
7' 6'
7' 9'
8' 10,
9' 3'
10' 7'
ill 0'
13' It'
14' 0'
14' 0'
14' 0'
#3
4' 4'
6' 5'
6' to,
8' 6'
9' 1'
10, 6'
10, 11'
13' 4'
14' 0'
14' 0'
14' 0'
01
D P L
Stud
4' 4'
6' 5'
6' 10,
8' 6'
9' 1'
10' 6'
10' 11'
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
8' 0'
10, 2'
10' to'
Ill 10,
12' 7'
14' 0'
14' 0'
Q
#1 / #2
4' 10'
e' 3'
8' 7'
9' 9'
10, 2'
10' 7'
12, 1'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P F
#3
4' 7'
8' 2'
8' 5'
9' e'
10, 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
LJ
L1 r
Stud
4' 7'
8' 2'
8' 5'
9' 8'
10, 0'
Ill 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
O
f� r
Standard
4' 7'
7' 0'
7' 5'
9' 4'
10, 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
X
#1.
5' V
8' 5'
8' 8'
9' Ill
10' 3'
Ill 9'
12' 3'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P
#2
4' 10'
8' 3'
8' 7'
9' 9'
10' 2'
11' 7'
12, 1'
14' 0'
14, 0'
14' 0'
14' 0'
Cu
#3
4' 9'
7' 4'
7'. 10'
9' 8'
10, 1'
11' 7'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
1D P L
Stud
4' 9'
7' 4'
7' SO'
9' 8'
10' 1'
II' 7'
12' 0'
14' 0'
14. 0'
14' 0'
14' 0'
rl
Standard
4' 7'
6' 6'
6' IF
8' 8'
9' 3'
11' 6'
1 12' 0'
13' 7'
14' 0'
14' 0'
14' 0'
Bracing Group Species and Grades,
Group AI
S rote -Pine -Fir Hem -Fir
R1 PrIT Standard 02 Stud
q3 1 Stud i p3 Standard
Do u Ins Fir -Lurch Southern Pinex.w
R3 M3
Stud stud
Standard Standard
Group B,
Hem -Fir
RI & Htr
R1
Dou las Fir -Larch Southern Plne..m
al al
R2 g2
Ix4 Braces shall be SRB (Stress -Rated Board).
w.For Ix4 So, Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values ma be used with these grades.
Gable Truss Detail Notes,
Wind Load deflection criterion Is L/240.
Provide uplift connections for 75 plf over
continuous bearing (5 psf TC Dead Load),
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang,
Atiout� Attach 'L' braces with 10d (0.128'x3.0' min) malts.
able Truss )i( For (1) 'L' braces space malls at 2' o.c.
In IS' end zones and 4' o.c. between zones.
Diagonal brace option: 31 *For (2) 'L' braces, space naps at 3' o.c.
vertical length may be T In IB' end zones and 6' o.c. between zones,
doubled when diagonal 18' 'L' bracing must be a minimum of 80% of web
brace Is used, Connect L member length.
diagonal brace for 600N 'L'
at each end. Max webK4-
j Br ce Gable Vertical Plate Sizes
total length Is 14'. )K)K Vertical Len th No S lice
2x6 DF-L 02 or less than 4' 0' 2X3
better diagonal 'rGreater than 4' 0', but 3X4
Vertical length shownbraces single ,less than 11' 6'
In table above.or double cutGreater than 11' 6' 4%4
(as shown) at L 1 + Refer to common truss design for
upper end. peak, spllce, and heel plates.
Connect diagonn at ontlnuous Bearin+tt\tt,1 Ilfi #1�� j j, notRefer to the nddressed86y Ing thlsD detnll.r for conditions
mld olnt of vertical web. Refer to chart above for _0c ,ingth.
vARNDKd- READ AM FM -LW ALL NDIES-DN THIS MAVDra REF ASCE7-10-GAH16015
..lNpMTAMT- FURNISH THIS DRAVDIG TO ALL COORACTORS DICLUDDIG THE DGTAu.FRS, ` Q' �♦�' G.,VS �.
Trusses require extrene care in fnbricotma handling, -shipping, InsUtUn and bracing. Refer to and ���� �, F DATE 10/O1/14
Woo the latest elation of BCSI (Bua Ping Conponent Safety Inforeatlon, by TPI and SBCA) for'.saf.ty
practices prlor to perfarmbg these functions. Installers shall provide temporaryy �b ,= per FCSL 14
Unless rated otherwise, top chord shall have properly attached structural shea*.hing and bottom chord =r-A� / , DRWG A16015ENC101014
no shall have a properly attached Heyld ceatrng. Locations shorn far permanent lateral restraint of webs _
d ��� &,F t have
and
cingposition
installed per above
sand w to j or Beta ils ooppitcaurAvcsbla. Apply pintos to each face y HP s
aF truss and pasltbn as shown above and on the joint Details, cs mated otherwise. �d!'
Refer to dr-IoV. 16OA-2 for standord plate p-Mlors.
AN RWNMPANY Alpe,e, a division of IrV Bu1WIn Components Group Imo shall not be responsible for any deviation from 9 � yliP, Ql'y MAX TOT. LD 60 PSF
this drnwing, any faiure to bull the truss In conformance with A4SI/7PI 1, or for ho Zg, shipping, i a �j a
Instollation 6 bracing of trusses,
A seal an this dra.lntyp ar cover page UsUV this droebp, hdcates acceptance of professional
���the sot�yrespor bitty o1, flit Bolding Deslaner pe, ANSVTPI I Soe2. �� ;'`;°�(IYIs`yly)��\\\\\\\
for any structure Is t,i'i1F1'3.
)338B lak.O Dma For pare 6nfornotbn see this Job's general notes pate and these weh sltesn 4FH/.rRA!pe?ecse traelttt\
Earth City,M063046 ALPINE, wwwa 4witw.comi TPG wew.tpinctor i SSCA, w be MAX. SPACING 24.0'
ip g page a d th ICU eevJas.Fvarg
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
Ori 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
nr, 120 mnh Wind Sneed. 30' Mean Heloht. Partially Enclosed. Exnosure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
(1) lx4 'L' Brace
(1) 2x4 'LBrace x
(2) 2x4 'L' Brace KK
(1) 2x6 'L' Brace K
(2) 2x6 'L' Brace ■
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
#1 / #2
3' 8'
6' 3'
6' 6'
7' S'
7' 8'
8' 9'
9' 2'
11' 7'
12' 0'
13' 9'
14' 0'
(3)U
U
S P F
F
#3
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'
111 11'
13' 7'
14' 0'
o
H
Standard
3' 6'
4' 7'
4' 1t'
6' 2'
6' 7'
8' 4'
8' 1l'
9' 8'
10' 4' 1
13' V
14' 0'
#1
3' 10'
1 6' 4'
6' 7' 1
7' 6'
7' 9'
8' Ill
9' 3'
11' 9'
12, 2'
13, 11'
14' 0'
-j
S P
#2
3' 8'
6' 1'
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
12, 0'
13, 9'
14' 0'
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' Ill
8' 9'
9' 1'
10, 1'
10' 10'
13' 8'
14' 0'
oj
D F L
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10, 1'
10, 10,
13, 8'
14, 0'
d
Standard
3' 3'
4' 3'
4' 7'
5' 8'
6' t'
7' 9'
8' 3'
8' 11'
9' 7'
12' 2'
13, 0'
#1 / #2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10, 1'
10' 6'
13' 3'
13' 9'
14' 0'
14' 0'
_U
. >
O
S P F
rl F
#3
4' 0'
6' 7'
7' 5'
8' 4'
8' 8'
9' 11'
10' 4'
13' 1'
1 13' 7'
14' 0'
14' 0'
Stud
4' 0'
6' 7'
7' 0'
8' 4'
8' 8'
9' 11'
10' 4'
13' V
13' 7'
14' 0'
14' 0'
Standard
4' 0'
5' 8'
6' 0'
7' 6'
8' 0'
9' Ill
10' 4'
11' 10,
12, 8'
14' 0'
14' 0'
#1
4' 5'
7' 3'
7' 6'
8' 7'
a, I1'
10, 2'
10' 7'
13' 5'
13, Ill
14' 0'
14' 0'
0
S P
#2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10, 1'
10' 6'
13' 3'
13, 9'
14' 0'
14' 0'
#3
4. V
5' 11'
6' 4'
7' 11'
8' 5'
10' 0'
10' 5'
12' 5'
13' 3'
14' 0'
14' C'
Q1
D F L
Stud
4' 1'
5' II'
6' 4'
7' It'
8' 5'
10, 0'
10' 5'
12' 5'
13, 3'
14' 0'
14' 0'
Standard
4' 0'
5' 3'
5' 7'
7' 0'
7' 6'
9' 5'
to, 2'
11' 0'
It, 9'
14' 0'
14' 0'
#1 / #2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
10, 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
0
U
O
S P F
I
H F
#3
4' 5'
1 7' 7'
8' 1'
9' 2'
9' 6'
10, 11'
It, 5'
14' 0'
14' 0'
14' 0'
14' 0'
Stud
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
to, ill
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 5'
6' 6'
6' 11'
8' 8'
9' 3'
10, 11'
11' 5'
13' 7'
14' 0'
14' 0'
14, 0'
X
#1
4' 10'
8' 0'
8' 3'
9' 5'
9' 9'
Ill 2'
It, e'
14' 0'
14' 0'
14' 0'
14' 0'
d
OU
S P
#2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
11' 1'
11' 6'
14. 0'
14' 0'
14' 0'
14' 0'
#3
4' 6'
6' IV
7' 3'
9' 1'
9' 7'
It, 0'
it' 6'
1 14' 0'
14' 0'
14' 0'
14' 0'
D F L
Stud
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
11' 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 5'
6' 1'
6' S'
8' 1'
8' 7'
ID, 11'
Lf' S'
12' 8'
33' 7'
14' 0'
14' 0'
Bracing Group Species and Grades,
Group A,
S ruce-Pine-Fir Hew -Fir
#1 / #2 Stnndard #2 Stud
#3 Stud #3 Stnndard
Doll las Fir -Larch Southern Pinewww
#3 #3
Stud Stud
Stnndard Stnndard
Group Bi
Hen -Fir
DI 4 Btr
#1
Dou as Fir -Larch Southern PlnewKK
#1 #1
a2 #2
Ix4 Braces shall be SRB (Stress -Rated Board).
■wFor Ix4 So. Pine use only tndustr' I. SS.
Industrial 45 Stress -Rated Boards. Group B
values may be used with these rades.
Gable Truss Detodt Notes,
Wind Load deflection criterion Is L/240.
Provide uplift connections for 135 plf over
continuous bearing (5 psf TC Dead Load).
Goble end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'V braces with 10d (0.128'x3.0' MN nails.
About
i W For (1) IV brace, space nails at 2' o.c.
able Truss
In Is' end zones and 4' o.c, between zones,
3K)KFor (2) 'L' braces, space nulls at 3' o,e.
Diagonal brace option,
In 18' end zones and 6' o.c. between zones.
vertical length may be
T
doubled when diagonal
IS'
)K IV bracing must be a minimum of 80% of web
brace I ss uled-Connect
L
member length.
diagonal brace for 690�
_ _
'L'
Gable Vertical Plate Sizes
at each end Max web
_
Brace
total length Is 14'.
)()K I Vertical Lennth No S lice
1
2x6 BF-L #2 or
-
Less than 4' 0' 2x4
better diagonal
- r
Greater than.4 ' 0', but 04
Vertical length shown
bracel single
1-
8,
- less than 12' 0'
_ -
In table above.
45'
or double cut
(as shown) at
L
J_ - Refer to common truss design for
upper end.
IH In
I U u-L peak, splice, and heel plates.
_
ontinuoIs Bearing R to -the B_nng Designer for condltlons
Connect dingona nt
1111111 111 not addressed by thls-detnlh
mid olnt of vertical web.
Refer
to chart above for max gadrffL&4 length,
-VAR MQ- READ 0110 F131DV ALL RMYS IN THIS MAVVQ
-DOMTANT- FURNISH THIS URAVIW TO ALL CWTRACT= DICLUBING TILE DISTALLERS
��T, '''�
��
REF ASCE7-10-GAB16030-
DATE 10/01/14
Trusses reWlre ewtrene care In fabrl=ting, handleg, cNpptg, vstalgng and bracwg. Refer to and
follow the latest edition of SCSI Glukdtng Component Safety Infornatlon, by TPI and SECA) for safety
`� �l �E,�S1� �•A 's
'
pratticas prior to perforning those functions. Installers shall provide tenporary brodng per BCSL
Unless top batten chord
rr��
noted otherwise, chard shall Mve property attached structural sheathing and
hall have a property attached rigld cellahg. Locations shown for permanent lateral restroht of webs
chnll have braG3Z bhstnlled per BLSI sections B3, 67 or Bill, as app�bia. Apply plates to each face
_ No
_=
..L-
DRWG A16030ENCIOIO14
d
Il.1�lUr-�
of truss and position as shown above and on the hint Details, vuess noted otherwise.
Refer to drawings 16OA-2 far standard
= T
plate positions,
Alpha, dvlsbn of ITV BuRtling Components Group Inc. shall not be reslowsmle for any deNntbn from
= ATE OF
AN 11woOMPANv
this 6r 4hg, any fall- to bw the truss In confornance with ANSI/TP1 1, or for na xAng, shipping
Installation & b-. trusses.
's
��
MAX. TOT. LD. 60 PSF
g of
P professfeal
A sent on this dazing or cover page Ilstft this drawing, Ind=tes aeceptnnce tin.
responsl6Alty solely for the design shorn The suitability and use of this NvwYhp
i.� �Q` r-�f .,
V
i ¢�
13389 Lakeeont Drive
Eanh City. M0630a6
For any s Is the rasporsb)Uty of the Dhdldhg Desiywr per ANSVTPI t See2.
a ahwcor nor sae tN `,pbgenernl notes page and these .eh �tes,ee
q� j
a��s„_ ��(���,,�>,>•t
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Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1.00
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better.
Bot Chord 2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF #1/42, DF-L #2 or better,
xx 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.
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of
web, same species and grade or better, attached with 10d box
(0.128' x 3,0') naits 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.
All plates shown are ITW BCG Wave Plates, ++ Larger spans may be built as long as the vertical height does
not exceed 14'-0'.
2X4 4X4
12 3X4 Valle Ir
12 Mnx.l— Spacing 5�f
2X4 X4
Pitched Cut Square Cut Stubbed Valley Optional Hip
I--- 8-0-0 max Bottom Chord Bottom Chord End Detail Joint Detail
Valle
4X4 yToe-nailed /Valley
rs
12 o m n T u e
1_ 2`� t 2 o,c.
1X3
ll S t
1X3 6-0-0 a 4
1X3 SX4 3 (Max Spacing) 1X3 2X4 Q aG\�'g
SQ
—Copimon Trusses Partial Framing
20-0-0 (++) at 2 ' o;c—.
Plan
Supporting trusses at 24' o.c. maximum spacing.
�1511f if loll//!!Jr
rvvARMaee WAD AIM FUUOV ALL NTQ ON T= IIRAvnlm �,`� �E Ay /'',, TC LL 30 30 40PSF REF VALLEY DETAIL
NT DWMTAvv F1Ha MH TMDRAYIN6 TD ALL CWTI TBRS Hf1l = TIE VaTALLM
Trusses requhe eztrene care 1. fabricating, handUng, sr1ppL g, Instal and bradng. Refer to and 4
�oU- thlpaSlS emrior to s BCrhlng UaIBul 9 "n S Safety
iormo�". y TPTPI ayndSBSB� For ca�eLty1` !'+dS' , 'C DL 20 15 7 PSF DATE 10/01/2014
Unly noted othervlaa, top chord shall have property attacMd esructarw aheawng nd bossvn chore _ `� �1 `$:f: DL 10 10 10 PSF DRWG VAL160101014
ah¢ll have a W'aperlY attached Npltl cNWq. Lomtbns aYwm for pernanent latvrcl roatrolnt of eba
d n rc �J zh¢ll have hraW InctaUed per HCSI send on B3. H7 or BIO, as ¢pplkabno app{y platva to each face = /
O IL��— f o- as a.d ppaoagtmn as ana.n ¢ba a aw on the Joint n.wa, �aaaa nated awrNaa. = "t' / EG LL 0 0 0 PSF
Refer to eweMgc MA-Z For standard plot. podtbre. AN1 RW ODMPANY g@//
Ald pine, a visbn of m Bulldfng Components Gooanup Inc. sMll not be reml spona. for any dwl¢tian from ATE OF TOT. LD. 60 55 57PSF
this dravig, any FoRure to bugd the truss in conformance Nth AMVTPI 1, or for ha"Ing, shipping,
InstaUatlen a brodng of trusses.
A seal on thla dMOV or cwer page Ustig iwc d—Ing, Indcates acceptance of profesckroF ^�
engexertg reapmsglAlq solely Far the design shoes The sultoLWq and vse of thfa drov7ng (, ,. tJ l�� v, UR.FAC.L25/1.33 1.15 1.15
13369 LakelroN Drive for any strucbre is t!u respmsbtity of the B-AWQ Hesgrrr per AISViPI 1 Ssra_
For mare Infornnticn see this job's general notes ppaa and these e.b sItem��
EaM City, M063046 ALPINE, v 4Analtecon TPI, vvs.tpi,sl4 gl SBCN evvsla ndu SPACING 24,0'
I us4'yargl IC6 vevkcsafv.org yi t3% r
Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160 mph Wind, 30.00 ft Mean Hot, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0.
Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0.
Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purllns. The building Engineer of Record shall
provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, and lateral bracing for out of plane loads over gable ends,
Maximum truss spacing Is 24' o.c, detail Is not appllcable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads.
sr 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 Walled to all top chord
12 purlln bracing with (2) 16d box nails (0.135'x3.5')
and secure Up to 12 I I I I \\ U p side only ateachrh scab
end) attached with
�\ 2 rows of 10d box nails (0.128'x3') at 4' o.c.
4'
O.C. max
' Attach purlln bracing to the flat top chord
\ using (2) 16d box nails (0.135'x3.5').
—Top Chord Scab <Typical Each End) Flat top chord purllns required at both
ends and at 24' max o.c, spacing In between.
Detail B I Purlin Spacing > 24' o,cn
Piggyback cap truss slant nailed to all top chard purlln
bracing with (2) 16d box nails (0135'x3.5') and secure top
chord with 2x4 k3 grade scab <1 side only at each end)
attached with 2 rows of 10d box nails (0.12B'x3') at 4' o,c.
12 Attach purlln bracing to the flat top chord
using a minimum of (2) 16d box palls (0,135'x3.51).
Up to 12V I I
4'/a'
I I \\ I I \\ ( I I // 11 24' o.c. max
Top Chard Scab (Typical Each End) Chord Flat top chord purllns required at
Depth both ends, purlln spacing > 24' o,c,
Notes If purllns or sheathing are not specified on the flat top of the base
truss, purllns must be Installed at 24' o.c. max. and use Detall A. 1),�IIdIFll1111
w•vuavlNoa REAB AnFIYLOV ALL NOTES a Tws nRAv1Na `��" gRift.
•�TANT- FtR ISH TWS [!RAVING TO ALL CONTRACTORS OIG.UBING THE II)STALLERS. ` ` , T A
Trusses require extreme core In fabricating, handUng, shipping. Installing and bracing. Refer to and ``�� ^ !/
fall.. the latest edition of TICS] (R.RdIng Component Safety Inf.rn Uan. by TPI and SBCA) for safety r�1` ` \GE c1 /
pprr'acthes prig to performing these functions. Installers shot( provide temporaryr �bracing par BCS1. v V d
Unl..s noted oth—l-, top chord shall have properly attached structural .he.tYtln0 and button chord IV t
r shall have a property attached per
maid ee0.Ng lT3, 37 shB10.ah far pernaneM p Lateral restraint e h ace
chnll U.. bracing metal s per above
sections on the
J or Det as applkabno Apply plates to each face _
II 1{�1 of truss and pacmbn c shown nhovv and on the Joint gvtalc, unles6 noted other.lse.
Refer to drawings 160A-2 for standard plot. pasltlons.
Alpine, a division of ITV Building Conponents Group Inc shall not be responsWe far any deviation from �'Q 1'-
AM nWCXWPANY this drodng, any Folure to buld the truss In conforname wlNh ANSLTPI 1, ar for handling, shipping, tt -P '�re op
hstallatlon L bracing of trusses. 0'.
A seat on Unt. drawing ar cover page listing this drahng, Indictee acceptance of peafesslonat d
engheerhng respans�hPltqy solely Pa^ the design shown. The atAtablity aM use of tees drawing ��, 0�' �
for any atruetnre - tlx 1-113 tlty of the Bldldhg Oesyrxr per AHSVTPI 1 Sec2. `eseq p1 ttt�y
Earth C'.Iy13389 eM063front Orive D46 For nor. Infornatlon see this ,lob's general notes page and these web sites,
ALPIND swwAlolneite,coni TP1i wvv,toMtorpi SBM www.sbchductrvAroi ICG nvlcoenfvarg d/._ S✓IIIAI IT:. eEA
The top chord q3 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 B, (4) Into base truss TC or (1) 28PB
wave piggyback plate plated to the plggyback
truss TC and attached to the base truss TC with
(4) 0.120'xl.375' nails. Note: Nailing thru holes of
wave plate Is acceptable.
x In addition, provide connection
with one of the following methods)
Trulax
Use 3X8 Trulox plates for 2x4 chord member, and
3X10 Trulox plates for 2x6 and larger chord
members. Attach to each face @ 8' o.c. with (4)
0.120'x1.375' nails Into cap bottom chord and (4)
In base truss top chord. Trulox plates may be
staggered 4' o.c. front to back faces.
APA Rated Gusset
B'x8'x7/16' (min) APA rated sheathlnssets
(each face), Attach @ 8' o.c, with (89 ) 6d gucommon
(0.113'x2') malls 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 @ 8' o.c. with (6) IOd box nails (0,128'x3')
ger scab, (3) In cap bottom chord and (3) in
base truss top chord. Scabs may be staggered
4o.c. Front to back faces.
28PB Wave Piggyback Plate
One 28PB wave piggyback plate to each face
@ 8' o.c. Attach teeth to plgmback at time of
abrlcatton, Attach to suppor, Ing truss with
(4) 0.120'x1.375' nails per face per pty.
Piggyback plates may be staggered 4' o,c, front
to back faces,
SPACING 24,0'
REF PIGGYBACK
DATE 10/01/14
DRWG PB160101014
X Hip Frame Details shy Hip Frame
1 2
'R'
Lthed
Use this detail
ASCE 7-10, 180
for&
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
C, or
Hip Frame - provided by truss Manufacturer.
Hip frame —is designed to provide bracing for flat top
ASCE 7-10,
160
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
D, or
chords of hip frame—syt�m where indicated, Flat top
ASCE 7-05,
140
mph,
30'
Mean Hgt,
Partially
Enclosed,
Cat
II, Exp C, or
chords of stepped hip system must—be_So, Pine lumber,
ASCE 7-02,
140
Mph,
30'
Mean Hgt,
Partially
Enclosed,
Cat
II, Exp C,
Structur anels must be properly attached—directLy_
Residentlal,
Wind TC
DL=4,2 psf, Kzt=1,00
To hin,a►t°4Prr�y�� line,
wwVARNBY3o READ NO) FM.LUV ALL NOTES IN TNIS BRAvu0
■sIXPO TANTro FURNISH THIS BRAVM TO ALL CONTRACTORS LCLUBM TiE DSTAUBM
° Q� «✓EN `%/ �
REF HIP FRAME
Trusses requ0ro eK"" car. h fahrraVM handling, sKlpplQ, hutaUlnp and bratlng. Refer to`sc°
�l,
s
follow the latest edltlan of BCSI (Binding Component Safety Information, by TPI and SBCN for safety
DATE 10/Ol/14
pprractrec prior to perfoming thee. iunctlonartYlms shoo prorlde Sariparnry 8adng per BCSL
Unless noted otherMse, toP chord shnll have t atto6aUd structurol she& ontl bottom chord
DRWG HIPFR1801014
shall have a ProP.,y ottnched rigid celllp. Locotmns sine, Far pernonent lateral restratr t of webs,
_
(]
d ���
shall have brodnp InstaLLed per BCSl sections H3, B7 orBle, asappllcnble. Apply plates to each Pace
of truss aM ppaos lon as shorn above and on the Joint Betals, unless noted otherwise.
Refer to drawings 160A-Z for standard plate posltbns.
c
v7
.p A E OF
fTW C3DMPANY
Alp'ne, a dlvislon of ITV Bulding Components Group Inc shall not be responsible far any devlatlon from
5 �
APB
this al-owlnp, any falure to build the truss In conformance Nfh ANS14PI L or for heM1ina, ah1o*Q
het s atkn L is dra Of trusses.
A semi an this drnwep or cover page USWg this drne},g, Indwtes ncceptnnce of professional
rw sty salelY for the de sin— The sultoWlty and usr of this draehg
�struct,ae
+pin' O R
pr 1 y
rya4•
g
fararty Is tin resporrs6,Wty oP tF,e 8uilmne Dealpner per ANSVTPf 1 Sec2.
'�zXl TfAL\`t• tit,
1S399 Lakehonl Drive
Earth City, MO 63045
for more Information see this jab's general notes page and these web sites,
ALPINE, ewealalne1tvzoni TPB wew.tolnctam SBCla wse.sbcbltlustrvaroi ICO nUccsaFe.orp
/,,s1{�/
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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-rein forecement 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,
20 or 2x4
1 row
2x4
1-2x4
2x3 or 2x4
2 rows
2x6
2-2x4
2x6
I row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4CYO
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x600
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design.
CYO Center scab on wide face of web. Apply (1) scab to each
face of web,
Member Substitution
T-Reinforcement
Or T-Reinf,
L-Reinforcement: or
L-Reinf,
Apply to either side of web narrow face,
Attach with 10d (0.128'x3.0',min) nails
at 6' o,c, Reinforcing member Is
a minimum 807 of web
member length,
T-Reinf. L-Reinf,
Scab Reinf orcement:
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,
wwIl MTMTo RMI� Tws MAVING M °Av ALL CKINT cTM uNMUDIN THIS ° NG T`aN°IC INSTAUMM
�.``'�vEL M,IdR �''i,�
TC LL PSF
REF CLR Subst,
Trusses requlre extrerw care In fabricating, hwdling, sNppl�Qp. installing and bracing. Refer, to and
folio► the latest smtlon of HCSI Qlus , Component Safety Inf flan, by 11 and SBCA1 Por safety
practices Prior to perforning these functlons. Installers shall pravitle teepowry per BCSL
`��/ �
rr.. �A!� �J
`� ��tJE ��
TC DL PSF
DATE 10/Ol/14
DRWG BRCLBSUB1014
�bratlng
Uni ss noted otherwise, top chord shalt have properly attached strvctural sheathing and bath anard
shall have a attached Nphi celling• :acntlons shown for lateral restraint of ebs
C DL PSF
O
���� WF
Prop¢Ny pernnnent
shill have brorsi installed per above Joint or BIg, ns applknble. Apply ptnt¢s to sad faro
sections the
of cross and pas tin ac sham abovw and on the petals, wtess noted attvr.me.
✓J1```'f
C ILL PSF
Refer to drawings 16OA-Z for standard plate posttlons,
Alpine, a division of ITV Building Conpananix Group Inc. shall net be responsible for any deviation fro+
— ,
AN fnNCOMPANY
this droning, nrry inlluro to buRd the truss In conformance with ANSI/TPI 1, or for handling. shlppeg,
.a A OF
F
OT. LD, PSF
Hrtallntion 6 brnCing Of trvsces.
A seal on this drorNg or cover pope UsiIng this draehg, bdcates acceptance of professional
sign sham The suitability and use of this dra.lno
e y resprnsbAtty sdely Por hire deallgt
For nn s L^ the rcspolxbNty of the Bding Daswr per ANSI/TPI I Sec?.
r .� AN
te7 i 11� Q;
DUR, FAC,
SPACING
13389 Lakefront Odve
Forth Ciy,M063045
Ea,th
for pore general see this Job's genernotes page and these web sites,14�t
ALPINE, wrwaloineltw.cvnj w,Caml iPh eww.tpVnst.orgl SBCM rwr.sbclndustrYargl ICOwrlccs woPe.org
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STANDARD BOTTOM CHORD FALSE FRAME DETAILS
I 4' 0' OC MAX. LENGTH T0� ILLER
r EXISTING FILLER
- SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL.
- USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE
FRAME CHORDS,
- USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR
FALSE FRAME WEBS,
- LOCATE VERTICALS AT 4'-0' O.C. MAX„ OR SEE NEXT ❑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).
❑PTIONAL 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).
)KLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ❑RIGINAL 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' ❑,C, IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
PER THE LATEST VERSION OF ANSI/TPI,
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX.
SPACING AND 1OPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS
NOTED ON THIS SHEET
DO NOT USE THIS DETAIL FORT
STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS),
INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS,
LOADS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME.
DRAG LOADS CONNECTED TO THE FALSE FRAME.
TOP CHORD APPLIED FALSE FRAMES,
LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL,
VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'),
FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS,
NOTEt 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
SHOP APPLIED
- USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION,
USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH
VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT
- IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE),
FIELD APPLIED
- PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS,
- CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ,
- JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX
(0,128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLC
- MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND
8d NAILS (0,113x2,5') 2 3' O.C. AT THE FALSE FRAME HEEL J❑INT IF
DESIRED.
- VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE
(0.120') x1.375' NAILS INT❑ EACH MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS),
- IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 1B'
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).
-WARNP93y READ AND FMI" ALL NDTCS nv TRIS DRAVDdD
■-WMTN0Z FISIUS,
N THIS DRAWM TD ALL MUM CTDRA INCLUDING TIE MTALLERS.
Trusses requNe extrenr care Infabrkntbp, hondDnp, shlppina, Instol6no and broaa Refer {o and
`.�� `V / ',,�
REF BC FILLER
DATE 10�01/14
Pollo• the latest edUon oP BCSI <Buldnp Canponent Sofesy In arnntfon, y TPI and BCN for safety
�\ ,��Nn��„'
```� l�
DRWG REPBCFIL1014
prncskac prbr to parfornlnp these fv,ctlons� Wtlars sMll provide to porary 0 In hattM GLl
ess noted othertls., top chord sYnll have Ny attached structwd shoo
�•s
•r
�J
shill have a properly nttnched rlpld ce9h+g Loc.tb- sham for pem.nent lateral rcstralnt of •ebs
shall have brnctr,g hstnUetl per HCSI seed or BIa, ns applknblr. Apply plotos to each face
dn �g
'll l,� O Ilf fr—r—1
— th J
of truss and posRbn as shom above and an the Johrt Detals, unless noted other•5e.
Refer to drarft. 16OA-Z for standard plot. positions.
AN RVNCOMPANY
Alpkte, a dvlsbn of 7TV Bu4dV,p Lonponents Gro InG shall rat be responsible for any devlhtbn P
tVde dra•trq, •M False to build the tN56 h conornonce •Nh ANSVTPI 1, or for hsndUng, ahlpping,
hstallatlon L trace,p oP trusses.
S At E t)F
A sent on this droivg err covor Po lr:tb,p this drn•4,p, Yldkntes acceptnno! of prufesstonnl
for the deslpn sF+om The sWtab6ltY and use of tNs dra•hp
1 i W
i �� 0
13
tnplxrr4,p respons6Altf� solely
Par my structur0 IL the respor,sLilllLy Of the BWdYp DC51pN.T per ANSI/TPI 1 Sec2.
t•n` T ��
1-
<R
M
EarBt Cily, M06JH45
E.,th City, 45
For nor. Infornctlon see this b's erwrol notesP.D.and these •rb sites.
ALPIND w—taimit•.conr TPD •sx.toln9 earn, SBCAr rn.sbcuiidwtrYom ICC, •••Iccsafe,orn
H V
�>'9d.,,}4d 31UAI,. �ao�
SCAB 2X4 OVERHANG DETAIL
ASCE 7-05 120 Mph wind, CAT II, EXP C,
30.00 ft Mean hgt, located anywhere in roof,
. wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00,
ASCE 7-10 160 Mph wind, EXP C, Or 140 mph wind, EXP D,
30.00 ft Mean hgt, located anywhere in roof,
wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00.
Minimum 2X4 scab, sage grade and species as top chord designated on
Engineer's sealed design and three times the overhang length, Attach
overhang scab to one face of top chord with 10d box (0,128'x3,0', min)
nails at 8' o,c. plus clusters of four nails where shown in figure below 00.
NOTE: #2 is the minimum lumber grade allowed for all species,
NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections.
3L
C
L
24' MAXIMUM
12
2 TO 12�
00
d 17 ��
11111=)
/W fTWCOMPANY
13389
Earth City. MO 163045
ovARNINGww READ NO FULL11W ALL NlITCS a THIS WAwAa
..nlf�rANro I'MUSH TKS DRAvw6 m ALL CRRRACTMS INC AMM TIE INSTALLERS.
Tw&se. requNe n.trene Care In fabricating, h&ndtt+g &hipping, astmm�p and br --, RePrr to anw
Patio. the latest edtl- of aCSI (BaLd4q Conponent Sntety lniorn&tlon, by TPI and SICA) for safety
Pwctices prior to perforNng these fmctb— Installers &roll provide leapora�y brnting per BCSL
intas. nand atherwlse, top chard &h.11 h-a properly attached 61, turat se . 1. and bottan ohard
shall have o properly attndied rlgW "ItIng. Locations shorn farpernonent toter&( restraint of webs
shall have and
,F It ha5 and ppooZltbn a i Zham SCSI and an the 7or Detal&, iinla55 te. A otherwise,Late
bstas s per SCSI acid on the Joint or Dirt as apWkn ro Apply plates to each face
position,
Refer to drarings 1604-Z for standard plate positions.
Atpbe, a dvisbn of Iry &A(Ang Components wow Inc. shaft not be responsible for any de Watt- fro&
thb wV any falwe to btAd the twss In conforn&nce with ANSI/TPl 1. or for hnndUnB, sNpp4ie,
hstnllatbn V.bradng of,twsses,
A seal — tH. d-sbp w mwr pa UsOV *Ws drndp, Indicates acceptance of professJmnl
fo ror►� re sotetr For t+fa s> — li= � d-waw
Par n sfrr,cttre Is tfre respons61112 of BuA poiUr
ALPINE, r.r.& Information
": t tamGeneral rot.bc gustrY-0rthe . r rJ cofaorw
�i� ,er/
�.` !,�
Q. �C,EiV�� ��.�
C,
+ g No /j �
� S A7E OF
/ r !I
�� �® �4 tW Rio t/��
yf s ��`
}fli... •"`� f�,�,``,
N. @M ,4``
TOTAL TOP CHORD
LOAD NOT TO
EXCEED 40 PS
(DEAD PLUS LIVE)
REF 2X4 SCAB O.H.
DATE 10/01/14
DRWG ❑HSCB2X41014
__
DUR, FAC, 1.15/1.25
SPACING 24e
T12 (2) 16d TOE NAILS
iVARIES
1 OPTIONAL SCISSORS BOTTOM CORD
=11—
(2) 16d TOE NAILS
! 8-0-0 MAX. SPAN
f
TYPICAL END JACK (EJ)
i
i N.T.S.
tz (4) 16d NAILS
VARIES See Connection Detail
i
OPTIONAL WEB CONFIGURATION
—(4) 16d NAILS
See Connection Detail
11-3-12 MAX. SPAN
TYPICAL CORNER JACK (CJ)
N.T.S.
• 1 TYPICAL CORNER SET INSTALLATION
i TIDE: SHINGLES:
TOP LIVE LOAD:1 20 20
TOP DEAD LOAD: 15 7
BOTTOM DEAD LOAD: 10 10
TOTAL: 1 45 37
STRESS ZINC. 1.25 1.25
WIND DESIGN: MAX.160 MPH PER
ASCE 7-10 MAYS 24' O.C.
**WARNING** Read & Fllow all notes on this drawing.
Furnish this drawing to all Contractors including the installers.
I
r
i
� 3
EJ
o:
o
End Jack (EJ)
G,
eveled Jack (BJ)
_
(BJ)
m
..
m
n
CONNECTION DETAIL
°D
(BJ)
s
(2) 16d GUN NAILS
m
FOR EACH LOCATION
SHOWN TOP & BOTTOM
�eik
2x4 SYP Nailer 16" Long
a-0�
Top & Bottom use 16d
�oG
Nails 4" O.C. staggered
TYPICAL CORNER SET
LAYOUT
N.T.S.
OPTIONAL WEB CONnGURAMON
tz
B VARIES(4)
16d NAILS
See Connection Detail
`
11-3-12 MAX. SPAN
TYPICAL SCISSORS CORNER JACK (CJ)
N.T.S.
�,`aaeoesaxeea
4
Nol
�®
STATE OF 44/
Q e
s�seJ: s�� Al LZ 1 • �G�teev
!Rohn'
MANUEL MARTINEZ, P.E.
FLORIDA REGISTERED ENGINEER
LICENSE # PE 47182