HomeMy WebLinkAboutTRUSSLine,/
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Job Information:
I Customer Name:
DR Horton
Description:
4EBB 1828-Cali "C" LL OL
RANEY COMPONENTS
19900 Independence Blvd.
Groveland, FI 34736
Phone:(352)429-9429 Fax:(352)429-7429
Creekside Lot 123
8448 Cobblestone Dr
City, State, Zip:
Ft. Pierce, FL
-Loading Information:
RoolLoads:
TC Live: TC Dead: BC Live: BC Dead:
20 7 0 i 10
I
Cover Sheet
Order #
JOB # 136DCS123
Printed: Fri, Aug 25 2017
FOR Name and License Number: I
Floor Loads:
TC Live:
TC Dead:
BC Live.
BC Dead:
0
0
0
i
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
Pages or sheets covered by this seal from: 1 thru 32 Total 32
# DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO At DESCRIPTION SEQNO
1 Al
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A1A
3
A2
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A3
5 A4
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A6
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A7
9 A8
10
A9
11
A10
12
All
13 Al2
14
A13
15
A14G
16
A15
17 A16
18
B1GE
19
C1GE
20
D1
21 D2G
22
V4
23
V8
24
ER
25 ERA
26
BJ5
27
BJ3
28
EJ3A
29 BJ1
30
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31
CJ7
32
CJ3A
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TATE OF �4UZ.
Page 1 of 1
RANEY COMPONENTS
CI11CJ 19900 Independence Blvd.
Groveland, FI 34736
OmpolientS, EEc one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429
Cover Sleet
Order #
JOB # 136DCS123
Printed: Tue, Aug 1 2017.
jov mrormar►on:
Address:
FOR Name and License Number:,
ustomerName:
Creekside Lot 123
IR Horton
8448 Cobblestone Dr
escription:
City, State, Zip:
EBB 1828-Cali "C" LL OL
Port St Lucie, FL
L f 1 d'
LOCI►ng n o
t'
rmcs ►on.
Roof Loads: Floor Loads:
TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead:
20 7 0 10 0 0 0 0
Bldg. Code: Wind Sid: Wind Speed: Bldg. Useage: Building Type: Wind Type:
FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M
Pages or sheets covered by this seal from: 1 thru
Pages or sheets covered by this seal from: 1 thru
32 Total 32
# DESCRIPTION SEQNO #
DESCRIPTION SEONO
#
DESCRIPTION SEQNO
#
DESCRIPTION SEQNO
1 At 2
AtA
3
A2
4
A3
5 A4 6
A5
7
A6
8
A7
9 AS 10
A9
11
A10
12
All
13 Al2 14
A13
15
A14G
16
A15
17 A16 18
B1GE
19
Cl GE
20
D1
21 D2G 22
V4
23
V8
24
EJ7
25 EJ7A 26
BJ5
27
BJ3.
28
EJ3A
29 Bit 30
BJ1A
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CJ7
32
CJ3A
Digitally signed by Manuel Martinez
Manuel , Representative,
Live, oTrust ACES Business
Representative, ou=M AND E
ASSOCIATES P.A., cn=Manuel Martinez,
01142,1110300.100,1,1=A01098000
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Page 1 of 1
Job Number: 136DCS123 Ply: 1 SEQN: 635484 / T10 / COMN r
4EBB 1828-Cali "C" LL OL /DR Horton MEBW1828-Cali "C" LL OL City: 11 FROM: AH DRW.
Truss Label: Al j Wgt 221.2 Ibs / ... 08/01/17
T10" + 14'4"7 19'10" } 25'3"9 31"a" + 39'8"
T10" � 6'6°8 5'5"9 5'5'tJ 6'6"7 T70"
It2X4 II =4X6 =3X4 =3X8 =3X4 =4X6 Il X4
1' 7'8"12 4'3°4 2'0"1 59"1 5'9"1 2'0"1 4'3"4 7'8"12 1'
F TB"12 , 12' { 14'0"1 19'10" 25'7"1 + 27"R 31'11"4 39'8"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeFl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 I 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): 0.179 M 999 240 B 1654 / 709 1961 / - / 445 / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.389 M 999 180 H 1654 1709 / 961 / - /- 18.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ LL O.D75 J - - Wind reactions based on MWFRS
EXP: C I ( )
Des Ld: 37.00 l Mean Height: 15.00 itHORZ(TL): 0.163 J - - B Min Brg Width Req = 2.0 NCBCLL: 10.00 Code ! Misc Criteria Creep Factor. 1.5 rg Width Req = 2.0
TCDL: 4.2 psf Bearin s H Min B B & H are a ri id surface.
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.635 9 9
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Max BC CSI: 0.550 Bearings B & H require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.608
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 E - F 1108 -1902
Lumber B - C 1442 -2968 F - G 1263 -2434
Value Set: 13B (Effective 6/1/2013) C - D 1263 -2433 G - H 1442 -2969
D-E 1108-1902 H-I 27 0
Top chord 2x4 SP 91
Bat chord 2x4 SP #1
Webs 2x4 SP #3 Maximum Bat Chord Forces Per Ply (Ibs)
Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC B - P 2575 -1122 M - L 2086 - 814
P - O 2572 -1122 L - K 2573 -1128
BracingO - N 2572 -1122 K - J 2573 -1128
(a) Continuous lateral restraint equally spaced one"e N - M 2D85 - 788 J - H 2576 -1128
member. Or 1x4 -r reinforcement. 80% length of
web member. Same species & SRB grade or better,' .i
attached with 8d Box or Gun (0.113"x2.5",min.)nails . �+
'i.P s ,s Maximum Web Forces Per Ply (Ibs)
6" oc. Webs Tens.Comp.Webs Tens. Comp.
Tray Scab(s) « w a►
P - C 286 -13 M - F 468 -736
C - N 387 -558 F - L 486 -204
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach AW
aw N - D 485 -203 L - G 387 -558
scab to face of chord with: Nails @ 8" oc, plus ft D - M 468 - 735 G - J 286 15
additional nail clusters at: BRG.: (0), heel: (0), 1st STATE
r` 4% E - M 1341 -714
panel point: (0). yti�
Loadings '
Truss passed check for 20 psf additional bottom" V�
chord live load in areas with 42"-high x 24"-wide $ ii'S
clearance.A.
Wind SERALA
40 01 5A 38 FF 58 81 BD BB 7F 48 00 99 2E 95 FB
Member design based on both MWFRS and C&C. yfltItem hmbemZ-AIAmtadbyra .rcianarttncs
Pi�K. tit.942'10l mnthcdate shown atxiw: adnga sK%.i.
rcdcopwsof inns docs:r craaranotcrosi rad sknad,�d salad
tlsz b�wdfbd masyetectrank
-WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"' FURNISH THIS DRAWING -TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Ire extreme care in fabricatingg' handlin 'shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI-and SBCA)`for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise,to , chord shall have properly attached structural sheathing and bottom chord shall have a propperly
did ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingg Installed per BCSI sections 63, B7 or t
'le. Appiv plates to each face of truss and position as shown above and on the JoinCDetails. unless noted otherwise. (2efer to
a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
to of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI I Sec.2.
Information see this iob's general notes Daae and these web sites: ALPINE: www.alDineitw.com: TPI: www.toinst.Dm: SSCA• wwwsbcIndustrv.com: [CC, wwwkmafe.
Jog Number: 136DCS123 Ply: 1 . • I SEQN: 635487 / T13 / COMN 'I
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 � FROM: AH DRW.
Truss Label: Al Wgt: 254.8lbs .. / ... 08/01/17
m
m
0
T
N w4X6
1�
7'10" + 14'4"7 '1 1910" } 22'6"4 - 1- 31" 1 39'8"
T10" 6.6"8 5'5"9 2'8"4 4'1°12 5'2" T10"
V
5D
0
6(A2)
112)(4 =4X6 =3X4 m6X8 116(4 112X4 m5X10
F1' TB"12 43"4 2'0"1 5'91 210" 4' 5'0"1 7'11"15 1�
T8"12 12' 14-0°1 19'10" 22'8" 26'8" 31'8"1 39'8"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to IT
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Loc. from endwali: not in 9.00 ft
GCp!: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP 91
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Tray Scab(s)
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at BRG.: (0), heel: (0), 1st
panel point: (0).
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Def11CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Pf: NA Ce: NA
VERT(LL): 0.234 F 999 240
Lu: NA Cs: NA
VERT(TL): 0.540 F 874 180
Snow Duration: NA
HORZ(LL): 0.124 K - -
HORZ(TL): 0.287 K
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.616
TPI Std: 2007
Max BC CSI: 0.549
Rep Factors Used: Yes
Max Web CSI: 0.975
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE, HS
VIEW Ver: 16.02.01D.0314.13
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 1560 / 708 / 960 ! - / 445 / 8.0
1 1560 1707 / 959 / - / - 18.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
1 Min Brg Width Req = 1.8
Bearings B & I are a rigid surface.
Bearings B & I require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B
27 0
F- G
1417 - 2560
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. Comp.
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 - 788 K -1 2388 -1121
r' *
- ` o 047102 s
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
° e
S-C
286 -13
N-F
214 -147
° k
r`
C - Q
384 -567
N - G
578 -1051
STATE OF�
Q - D
459 -199
G - L
L-M
872 -407
71
Ott
10.
D-P
471 -683
-3
E - P
59 - 531
L - K
2559 -12M
, , 0 � t� + �
E - N
2271 -1099
1883 -659
L - H
K-H
633 -187
466 -872
N_ON
SEPJAL is
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"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, bV TPI and SBCA) 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 pro
id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610,
e. ADDTv olates to each face of truss and Dosition as shown above and on theJoin Details. unless noted otherwise. (2efer to
a division of
ivi i,orTor n
acceptance
any structure
failure to build the
g or cover e pa
rn. The suitability
y.com; IM www.iccsafe.
Job Number: 136DCS123 if Ply: 1 1 SEQN: 635489 ! T9 / HIPS 'r
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: Al- DRW:
Truss Label: A2 '; I Wat 240.8 Ibs I I ... / ... 08/01/17
r
7'10" i 14'4°9 19' 2'8" _ 2547'3"2
I T1D" 6'6'9 �' 4,F7 T" 1?8 "2 -f-
;--5XB--5X6
E F
o3X4 D G'zt3X4
12 �
6 p
M Y
o t
go5X6C (a) (a)
I
m4X6(A2) B
37 A rri
3 0" 39'8"
Vi64 7'10"
-5X6
I— H
i �"'j 1
R l Q P O N M L K
1112X4 I =4X6 =3X4 =3X4=3X4 =3X4 =4X6 112X4
TB"13 j4'3"3 2'1"1 4'10"15 1'8" 4'10"10 2'1"6 4'3"3 7'8"13 1�
7'8"13 I12' 14'1"1 19' 20'8' 25'6"10 27'8" 31'11"3 39'8"
Loading Criteria (pst) Wind Criteria I Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Loc R / U / Rw / Rh / RL 1 W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.151 P 999 240 B 1561 / 710 / 963 ! - / 428 / 8A
BCLL: 0.00 Enclosure: Closed I, Lu: NA Cs: NA VERT(TL): 0.349 P 999 180 1 1560 / 710 1964 / - ! - 16.0
BCDL: 10.00 Risk Category: 11 EXP: C I Snow Duration: NA HORZ(LL): 0.066 K - - Wind reactions based on MWFRS
Des Ld: 37.00 Mean Height: 15.00 ft � HORZ(TL): 0.151 K - - B Min Big Width Req = 1.6
NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 1.5 I Min Brg Width Req = 1.8
Bearings B & I are a rigid surface.
Soffit: 2.00 BCDL: 5.0 sf k Bldg Code: FBC 2014 RES Max TC CSI: 0.600 g 9
Load Duration: 1.25 p I TPI Std: 2007 Max BC CSI: 0.555 Bearings B & I require a seat plate.
MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CS 1: 0.695
Loc. from endwall: not in 9.00 itFT/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: 16.02.01 D.0314.13 A - B 27 0 F - G 1170 -1787
Lumber B - C 1470 -2770 G - H 1288 -2221
-
Value Set: 13B (Effective 6/1/2013) C - D 1289 2223 H - I 1470 - 2770 V D - E 1170 -1787 I - J 27 0
Top chord 2x4 SP 91 E - F 1086 -1537
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values Maximum Tens.Comp. Chords Tens. Comp.
Bot Chord Forces Per Ply (Ibs)
Chords Tens.
approved 1l30/2013 by ALSC
�il)tt 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 T" reinforcement. 80%length of P - O 1898 -817 K -1 2399 -1162
web member. Same species & SRB grade or better, �a�`.;6 x "�,� O - N 1537 -588
attached with 8d Box or Gun (0.113"x2.5",min.)nails # si0o
@ 6" oc. Maximum Web Forces Per Ply (Ibs)
Tray Scab(s) w Webs Tens.Comp. Webs Tens. Comp.
;a
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach .r"�'c 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$ P _ D 450 -201 G - M 452 -201
panel point: (0).� $mac 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.�i
e ��#fitl4��t
40 015A38 FF 56 8180 BB 7F48 00 99 2E 95 FB
V,t ltam'Aaatssrnokztr jedgaced and sealedhq rAawzzl Marunes,
PE (EL. l%e. GS8:8i(on ['ts:datehcain awn wug a54?b=3
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Piated'aphn d thk dotxm••mt• not condinred ignr2and scaled
and ttx SHWA L atdhentkutizAcc le mmt bAvadf,�ed ctaagdectraric
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy
bracing per BCSI.. Unless noted olhenvise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing lnslalled 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. f2efer 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 t usses.A seal on this drawing or cover page_
listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and
use of this gnawing for any structure is the responsibility of the gutlding Designer per ANSIfTPI 1 Sec.2.
JA Number: 136DCS123 Ply: 1 SEQN: 539460 / T1 / COMN
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL City: 1 FROM: AH DRW:
Truss Label: A3 Wgt 238.0 Ibs / ... 08/01/17
6'4°8 T10"�9 14'2"13 1B'0"1 21'7"15 25'5"3 i 31'9"7 i 33'3"r9 39'8"
r 6'4"8 +1'6" 6'44 + 3'9"4 + 3'7"14 + 3'9"4 r 6'4"3 1'6"
M X6
1112X4 e=H0308 m4X10 ra4X10 =4X10 m4X6 1112X4
6'2°12 5'9"4 2'2"1 5'7"3 5T3 2'2"13 5'9"4 92"12 1�
6'2"12 12' 14'2"1 19'10" 25'5"3 27'B" 33'5°4 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 loc Udefi U#
LOG R / U / Rw / Rh / RL
/ W
TCDL: 7.00 Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.159 H 999 240
B 1561 1312 / 965 / - / 408 / 8.0
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.367 H 999 180
K 1561 1312 / 965 ! - / -
/ 8.0
BCDL: 10.00 Risk Category: If
Snow Duration: NA HORZ(LL): 0.067 M - -
Wind reactions based on MWFRS
EXP: C
Des
HORZ L 0.154 M - -
�)
B Min Big Width Req = 1.8
CLLd: 10.00 Mean Height: 15.00 ft
NCBCLL: 10.00
Code / Misc Criteria Creep Factor. 1.5
K Min B Width Re 1.8
r9 q =
TCDL: 4.2 psf
Soffit: 2.00
Bldg Code: FBC 2014 RES Max TC CSI: 0.603
Bearings B & K are a rigid surface.
BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: h to 2h
TPI Std: 2007 Max BC CSI: 0.610
Bearings B & K require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.97 it
Rep Factors Used: Yes Max Web CSI: 0.945
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)110(0) Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE, HS VIEW Ver: 16.01.00F.0504.20
A - B 27 0 G - H
1488 -2221
Lumber
B - C 1552 -2660 H - I
1312 -2211
C - D 1286 -2250 I - J
12B6 -2250
Value Set: 13B (Effective 6/1/2013)
D - E 1312 -2211 J - K
1552 -2860
Top chord 2x4 SP #1
E - F 1488 -2221 K - L
27 0
Bot chord 2x4 SP #1
F - G 1143 -1613
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
$��
B - S 2499 -1246 P - O
1604 - 678
(a) Continuous lateral restraint equally spaced on
°T"
# asp
"�
S - R 2496 -1246 O - N
R Q 2496 N M
2496 -1269
2496
member. Or 1x4 reinforcement. 80% length of
web member. Same species & SRB or better,
ra *e 9"
- -1246 -
Q - P 1604 -658 M - K
-1269
2499 -1269
grade
8d Box Gun
'� �P
attached with or (0.113"x2.5",min.)nails
@ 6" oc.
rt
Maximum Web Forces Per Ply (Ibs)
Tray Scab(s)
4.
Webs Tens.Comp. Webs
Tens. Comp.
(1) 2x4xO-3-11 x SP #3 scab at each end. Attach
•
S - C 281 -5 P - G
279 -210
scab to face of chord with: Nails @ B" oc, plus
i
C - Q 417 - 615 G - O
826 571
additional nail clusters at: BRG.: (0), heel: (0), 1st
E - Q 375 -379 O - H
375 -379
panel point: (0).
a
Q-F 826 -571 O-J
418 -615
Wind
' "a�� 0 **
F-P 280 -211 J-M
281 -5
Member design based on both MWFRS and C&C.�°°��
SERIAL #.
40 015A 38 FF 58 8180 88 7F48 00 99 2E 85 FB
rtnttften as btt eltarwAcabj zo} d mad scaled by Mawt7 Marano,
?I•. (FL. tot. C4T.tH3) cn thedaft Aaron abo.. ULM9 a 5943
avG'f ed5tsattts c+sJe.
meted ctpiaaf ilds docrrsnt ata vatcaildmed skmed and scaiad
and the SxiA l _thentkratrmcode mwst be vedfcd m aaydectreaic
¢miss.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING[
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Ire extreme care in fabricating, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, bV TPI and'SBCA) fcr 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 bracingg installed per BCSI sections B3, B7 or B10,
e. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of
failure to build the
g or cover page
in. The suitability
any
SBCA•
Job Number: 136DCS123 i Ply: 1 SEQN: 635491 / T8 / HIPS `
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW:
Truss label: A4 Wgt: 238.0 Ibs / .. 08/01/17
14'2"12 F 1T 22'8" h 25'S"41 31'10° + 398"
T10" &4"12 2'9"4 5'8" 2'9"4 6'4"12 T10"
25X6 =5X6
E F
1112X4 =-110308 =4X10 =3X4 =4X10 =4X6 1112X4
72 4'3"4 22"12 5'7"4 57"4 2'2"12 4" T8"12 1�
T8"12 12' 142"1 19'10° 25'S"4 27'8" 31'11"4 39'8"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10 I
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed i
BCDL: 10.00
Risk Category: li
EXP: C
Des Ld: 37.00
Mean Height: 15.00 it i
NCBCLL: 10.00
TCDL: 4.2 psf 1�
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to hi
Spacing: 24.0 "
C&C Dist a: 3.97 it I
Loc. from endwall: not in 9.001
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP 93
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N1
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)110(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.148 G 999 240
VERT(TL): 0.343 G 999 180
HORZ(LL): 0.064 K - -
HORZ(TL): 0.149 K
Creep Factor. 1.5
Max TC CSI: 0.593
Max BC CSI: 0.556
Max Web CSI: 0.759
Mfg Specified Camber:
VIEW Ver: 16.02.01D.0314.13
•
STATE or-
e
t � aeR i $
i SERIAL tt
40 015A38 FF 5B 8180 BB 7F49 00 99 2€95 FB
AZtirlt�Itnmisn 8crn okctnn°�kaffi)s�tv�atl ar5=Aadby reamA Marm",
'M (rL. tic.0471221 on the da°Q.shows abou tWng a SK1,1
and *& "V40 avtrcantua4isessxadeinet 8s %axdfk.l m myd"t=k
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 1560 / 712 1965 / - 1387 / 8.0
1 1560 1712 / 965 ! - / - / 8.0
Wind reactions based on MWFRS
B Min Big Width Req = 1.8
1 Min Brg Width Req = 1.8
Bearings B & I are a rigid surface.
Bearings B & I require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A- B
27 0
F- G
1466 - 2162
B - C
1517 - 2772
G - H
1334 - 2214
C - D
1334 -2214
H - 1
1517 -2772
D- E
1466 -2162
I- J
27 0
E - F
1189 -1702
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - Q 2400 -1195 N - M . 1684 - 748
Q - P 2397 -1195 M - L 2397 -1224
P - O 2397 -1195 L - K 2397 -1224
O - N 1684 - 724 K -1 2400 -1225
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
D - O
274 - 241
M - G
274
-241
O - E
698 -494
M - H
392
- 582
E - N
281 -195
H - K
289
-15
—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
[ Safety Information, by TPI and'SBCA) fo'r safety practices poor to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathmqq and bottom chord shall have a propperly
,iid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg inslalled per BCSI sections 93, B7 or 810,
'le. Apply plates to each face of truss and position as'shown above and on the JoiniDetails, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
ivision of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
ifonnance with ANSI PI 1, or for handling shipping, installation and bracing of trusseS.A seal on this drawing or cover page
i drawl indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
A this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 136DCS123 Ply: 1 ., a SEQN: 539462 / T15 / 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
6'4"8 7'10 14'2"12 16'0"i 23'7"15 25'5 31'9"7 33'3 39'B" _1
f 6'4°8 +1'6" 6'4°3 +1'9"5- 7'7"14 + 1'9" 6'4"3 { 1'6"
5a5X6 Z25X6
F _ G
1112X4 =4X6 =3X8 =_M4 =3X8 =4X6 1112X4
6'2"12 5'9"4 2'2"12 57"4 5'7"4 2'2"12 5'9"4 6'2"12 1
6'212 12' 14'2"1 19'10" 25'5"4 27'8" 33'5"4 39'8"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSl 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
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.156 H 999 240 B 1561 / 713 / 964 / - / 367 / 8.0
BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.359 E 999 180 K 1561 / 713 / 964 / - / - 18.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.068 M - - Wind reactions based on MWFRS
Des Ld: 37.00 Cf )�
EXP: C HORZ L 0.158 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 Bearings B & K are a rigid surface.
Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: O.6D4 Bearings B & K require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.614
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)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 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 611/2013) D - E 1345 -2211 J - K 1577 -28M
Top chord 2x4 SP #1 E - F 1504 -2185 K - L 27 0
Bot chord 2x4 SP 91 F - G 1235 -1794
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,
Bracing B - S 2499 -1278 P - O 1773 - 819
MA;j
(a) Continuous lateral restraint equally spaced on s x# S - R 2495 -1278 O - N 2495 -1307
member. Or 1 x4 "T" reinforcement. 80% length of� �* * R - Q 2495 -1278 N - M 2495 -1307
web member. Same species & SRB grade or better, 1�" * ,� Q - P 1773 -792 M - K 2499 -1307
attached with 8d Box or Gun (0.113"x2.5",min.)nails+�
@ 6" oc. # 2 Maximum Web Forces Per Ply (Ibs)
a
Tray Scab() s N' lo
": Webs Tens.Comp. Webs Tens. Comp.
a 1,
(1) 2x4x0-3-11 x SP 93 scab at each end. Attach 4#S - C 280 - 5 P - G 254 -180
scab to face of chord with: Nails @ B" oc, plus ; C - Q 416 - 614 G - O 695 - 512
additional nail clusters at: BRG.: (0), heel: (0), 1st T OF E - Q 343 -294 O - H 343 -294
panel point: (0). vo„
10
Q-F 695 -512 O-J 417 -614
WindN F - P 254 -180 J - M 280 -5
Member design based on both MWFRS and C&C.��'�ip�
$t
40015A38FF5081BOBB7F4800992E85FB
rhitltatn➢casbemekctr ps nadaadasaladbybLv lKfirilnes,
'>'srrt. Itc.CS719zt ea the daze %haws abana w-mga SNA4
asathcrlr Mft nrzda_
Feibud eap�=OTW. docers ac mot cowdcrad sa;;a+rsi arsd:salad
and ifsc 5ebL2 aulbenGraY:�eeach ns�l Ira uvrNa�l rnsay�eSaetraak
sas!as.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
lwire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a pro any
id ceilingq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
e. ADDTv Plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to
a division of
'iri 1, or Torn
acceptance
any structure
fis drawin any failure to build the
on this drawing or cover page
to design shown. The suitability
rPi 1 Sec.2.
:A www.sbcindustry.com; ]CC: www.losafe.
I
i
1
Job Number: 136DCS123
Ply: 1
SEQN: 635493 / T7 / HIPS
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL
City: 1
FROM: AH
DRW.
Truss Label: A6
Wgt: 240.8lbs
/ ... 08/01/17
I
I
1
T10" i 14'2°12
1 '
19'10" 24'8°
5' "15 31'10" 39'8"
r
T10" 64"12
l
I9""
4'10" I 4'10°
5 6'5"1 + T70"
=-3X4
=5X6
1112X4
D
H 192X4
12
6 F,—,-
e5X6
o
F
5X6 C
I
1
20
=4X6(A2) B
A
i
1
I
J =4X6(A2)
K
R Q P O N M L
1112X4 =4X6 =3X10 =-3X8 =3X10 =4X6 1112X4
7'8"13 �473 2-2"12 5'7"4 5'6"15 2'3"1 4'3"3 TS"13 11
T8°13 i112' 14'2°1 19'10° 25'4"15 2T8° 31'11"3 39'8"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeO/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# LOG R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.153 F 999 240 B 1561 / 714 / 962 / - 1346 18.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.354 F 999 180 J 1561 / 714 / 962 / - /- / 8.0
BCDL: 10.00 Risk Category: If { EXP: C Snow Duration: NA HORZ(LL): 0.066 L - Wind reactions based on MWFRS
Des Ld: 37.00 1, HORZ(TL): 0.152 L - - B Min Big Width Req = 1.8
Mean Height: 15.00 ff ` J Min Br Width Re = 1.8
NCBCLL: 10.00 I ` Code / Misc Criteria Creep Factor. 1.5 9 q
TCDL: 4.2 psf gld Code: FBC 2014 RES Max TC CSI: 0.595 Bearings B & J are a rigid surface.
Soffit: 2.00 BCDL:6.0 psf 9
P i Bearings B& J require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.556
Spacing: 24.0 " C&C Dist a: 3.97It Rep Factors Used: Yes Max Web CSI: 0.638
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
1 ` Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.16 Plate Type(s):
Wind Duration:1.60 �i WAVE VIEWVer:16.02.01D.0314.13 A-B 27 0 F-G 1332 -1956
Lumber j B - C 1549 -2771 G - H 1517 -2153
Value Set: 13B (Effective 6/1/2013) I, ` C - D 1366 -2215 H - 1 1365 -2213
D - E 1516 - 2154 I - J 1549 - 2771
Top chord 2x4 SP 91 I E - F 1332 -1956 J - K 27 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
I Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "13B" uses design values
approved 1l3012013 by ALSO Chords Tens.Comp. Chords Tens. Comp.
t jfil ft" B-R 2400 -123D O-N 1835 -8W
Wind# R - Q 2397 -1230 N - M 2397 -1260
Member design based on both MWFRS and C&C. Q - P 2397 -1230 M - L 2397 -1260
I kr � Iry 0 P - O 1835 - 8W L - J 2400 -1260
{l �, °r t Maximum Web Forces Per Ply (Ibs)
No a Webs Tens.Comp. Webs Tens. Comp.
R-C 289 -12 O-G 277 -172
C - P 392 - 580 G - N 650 -546
D - P 345 -222 N - H 350 -223
STATE OF P - E 649 -542 N -1 393 - 581
E-O 277 -172 I-L 290 -14
�"+ .& N- + F - O 233 -268
W1 0�
1 SEMAL Y
40 01 5A 38 FF 5B 81 BO 88 7F48 00 99 2E 95 FB
ihti �tamlrssbeat e�rlarxsfcaG4}s�nadae�9 stalad f+Y Marucl Marttn¢a,
FE (£i.. ltc.Cd7292} cn Na e.Ca2¢ spawn abecvm wfag a sN�ni
az.�tn�rtirascs�f¢.
7xtstsid ccpbn of tf& damn. ^ Awz not 4"w6wed sYgaadar d salad
and ttia.;.t§A«ia.3hanttwa+ilenut Qa rorrlfEed rat atsy cfactrarnk
ce JAL!
1I
—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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
..om,ponenf Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
3racmg per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y
Atacheriid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insfailed per BCSI sections B3, B7 or B10,
3s applicable. Apply plates to each face, of truss and position as, shown above and on the Join Details, unless noted otherwise. (2efer to
irawings 160A-Z for standard plate positions.
4lpine, a division of ITW Buildin�fL�Components Group Inc. shall not,be responsible for any deviation from this drawing,any failure to build the
ss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
isting this drawing indicates acceptance of professrona 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 ANSI/TPI 1 Sec.2.
Joti Number. 136DCS123 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
6'4"7 7'10"r9 14'0"1 19'10" t _ 25'7"15 31'97 33'3" 39'8"
r 6'4" 1 +1'6" 6'18 + 5'9°15 T' 5'9"15 6'1"8 1'6" 6'4°7
1112X4 =5X8
112X4 m4X6 =3X4 =3XB Ee XM @3X6 1112X4
6'2"11 5'9"5 2'0"1 5'9"15 5'9"15 27 "1 5 55 6'2"11 1
6'2"11 12' 14'0" 19'10" 25'7"15 27'8" 33'55 39'8"
Loading Criteria (psr)
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
C
EXPDes
Ld: 37.00
Mean Height: 15.00 ft
Mea
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 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 91
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/3012013 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) 2x4xO-3-11 x SP #3 scab at each end. Attach
scab to face of chord with: Nails @ B" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
panel point: (0).
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N1
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/l0(0)
Plate Type(s):
WAVE
DeffICSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.164 F 999 240
VERT(TL): 0.379 F 999 180
HORZ(LL): 0.069 L - -
HORZ(fL): 0.160 L - -
Creep Factor. 1.5
Max TC CSI: 0.692
Max BC CSI: 0.603
Max Web CSI: 0.354
Mfg Specified Camber:
VIEW Ver: 16.01.00F.0504.20
SERIAL #:
40 01 SA38 FF 5B 8180 813 7F48 00 99 2E 85 FB
Wt ttemt<'as Dccn mkctrrinteas yz med wd ualad by tdazA Martin",
K(a.. rtc.t4T1 3(on thedasc 51w aatomWIng a 5N i
attack &ACCde.
?MtrQ4CPM oft}ns drsr.+=Aaacnotcsauj=12d s ewd and=rkd
and Lrsm 7AZmadhenGraSimcccdemust tzm mffa-.d masydearnrk
=Ifi .
♦ Maximum Reactions (Ibs)
LOG R I /Rw /Rh /RL /W
B 1561 /715 /958 /- /326 /8.0
J 1561 1715 /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 -1346
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 - 6W
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 DRAWINGI
—IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Mre extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
( Safety Information, bV TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy
BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or p10,
e. Apply places 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_
of
tis drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
any
Job Number: 136DCS123 Ply: 1 SEQN: 635495 / T6 / HIPS
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH [DRW:
Truss Label: A8 Wgt 215.E Ibs / ... 08/01/17
7'10"9 13' 19'10° 26'8 31'9"7 39'8"
6'10° + 5'1"7 + 7'10"9
=5X8 m3X4
1112X4 =3X6-3X4 =3X8-3Xtm3X6 1112X4
1' TB"13 +,4'3"3 1' 6'10" 6'10" 1' 43"3 T8"13 1'
7'8"13 j12' 13 19'10" 26'8" 2T " 31'11°3 39'8"
Loading Criteria (psq
Wind Criteria I
Snow Criteria (Pg,Pf in PSF)
Def11CS1 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
V
Speed: 160 mph `
Pf: NA Ce: NA
VERT(LL): 0.166 E 999 240
B 1561 / 716 / 953 ! - 1305 18.0
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.383 E 999 180
H 1561 / 716 / 953 / - / -
18.0
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
HORZ(TL): 0.152 J - -
B Min Brg Width Req = 1.8
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 psfBearingsrigid
Code / Misc Criteria
Creep Factor. 1.5
H Min B Width Re 1.8
r9 q
2.00
BCDL: 5.0 sf
p
Bldg Code: FBC 2014 RES
Max TC CSI: 0.6179
B & H are a id surface.Soffit:
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to hl'
TPI Sid: 2007
Max BC CSI: 0.531
Bearings B & H require a we plate.
Spacing: 24.0 "
C&C Dist a: 3.97 it
Rep Factors Used: Yes
Max Web CSI: 0.432
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 I
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
Wind Duration: 1.60
WAVE
VIEW Ver: 16.02.01 D.0314.13
A - B 27 0 E - F
1507 -2281
Lumber I
B - C 1583 -2760 F - G
1439 -2299
Value Set: 13B (Effective 6/1l2013)
C - D 1440 -2299 G - H
1582 -2760
1
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 "13B" uses design values
approved 1/30/2013 by ALSC
B - P 238E -1259 M - L
1992 - 997
Wind t4
O - N 2385 -1259 K - J
2385 -1288
Member design based on both MWFRS and C&C. 4 �wir
rr
N - M 1992 -967 J - H
2386 -1288
p�
a�,a*
Maximum Web Forces Per Ply (Ibs)
v
Webs Tens.Comp. Webs
Tens. Comp.
"!fit Zr
P - C 258 -14 M - F
400 -262
l
C - N 367 - 494 F - L
447 - 224
D - N 447 - 224 L - G
366 -494
E Q
D - M 400 - XQ G - J
E M 326
ZM -16
- -409
s
^ SER AL Sk
40 01 5A 311 FF 58 81808E 7748 00 99 2€ 85 FB
Thu hemir"btenand scaled by mw.,d Marlines,
?E (k ttt.04n0j crthee'ate Stlawa abort wing a SHJ61
s�thenCrs#cancadm
ei�tad c��c�aithes d�ca;toat arc n+stcradaaaed s9�nrrsiard sgsWd
afldtlur 5751�3 as�[hens�aPi�s cads raFif bt�ertf3ed en aFY�*datfard:
**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
..omponenf Safety Information, b TPI anr7'SBCA) safety practices prior to pertorming these functions. Installers shall provide
3racing er BCSI. Unless noted o�herw!se,top chord shall have properly attached structural sheathing and bottom chord shall
3ttachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections
tempora
have a pro pWr y
B3, B7 or 910,
3s applicable. Apply plates to each face of truss and position as'shown above and on the Join Details, unless noted otherwise.
(Refer to
irawings 160A-Z for standard plate positions. o
4lpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
in ANSI PI 1, for installation bracing this dgraw
Toss conformance with or handling shipping, and of trusses.A seal on ng or
fisting this drawing indicates acceptance of professional engineering responsibility solely for the design shown.
g►awing
cover page_ ,
The suitabrllty,
and use of this for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
--or more information see this lob's general notes oaae and these web sites: ALPINE: www.aloineit v.com: TPI: www.toinst.om: SBCA: www.sbcinduslrv.com: [CC: www.ioesafe.om
Job -Number: 136DCS123 Ply: 1 4, SEQN: 539466 / T23 / 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 1 .. 08/01/17
6'4"9 1219,10" 27'7"15 33'3"7 39'8"
6'4"9 Al57"8 7'9"15 7'9"15 5-7°B 6'4"9
m5X8 1112X4
1112X4 m5X6 m3X8 m5X6 012X4
�1' 6'2°13 5'9°3 T10" 7'10° 5'9"3 6'2°13 1.
6'2"13 12, 19'10" 2T8° 33'S'3 39'8"
Loading Criteria (psr)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.97 it
Loc. from endwall: not in 9.00 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP 93
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)
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 Sid: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
DeFl/CSI Criteria
PP Deflection in Ioc Udefi U#
VERT(LL): 0.183 E 999 240
VERT(TL): 0.422 E 999 180
HORZ(LL): 0.068 J - -
HORZ(TL): 0.157 J - -
Creep Factor. 1.5
Max TC CSI: 0.617
Max BC CSI: 0.629
Max Web CSI: 0.580
Mfg Specified Camber:
VIEW Ver: 16.01.00F.0504.20
40 01 5A 38 FF 50 81808E 7F48 00 99 2E 85 FB
Twititam'hssst�eaickstemtir+'ffiysi�nae3'asd ss Wby MU -01 Maritaer.
Pe. VL. Uc.C471MI an thmdaft d va abaim muig a SKA1
Z'cffiiCnd=ttasearle_
iamW`md copks.oftbsa dncrr_ -darn not axmlA ad udna land seslad
ant !hc 4zstaenYlaY:eveex+da n+.t'baa 3fbw4 maoldecimrk
rmpint.
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 1560 1717 /947 /- /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-1 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
609
-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 DRAWINGI
—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
Componenf Safety Information, by TPI and SBCA) for 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 propefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or al 0,
as applicable. Apply plates to each fare. 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 ANSIITPI 1 Sec.2.
Job Number: 136DCS123 R
: 1 SEQN: 635497 / T5 / HIPS
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL : 1 FROM: AH DRW:
Truss Label: A10 j t: 218.4 Ibs .. / ... 08/01/17
I
i
7'10"8 i 11' 16'10"2 19'10" 22'9"15 28'8° 31'9"8 39'B"
7'10"8 3'1"8 5'10"2 2'11"14 F 2'11"15 1 5'10°1 + 3'1"8 + 7'10"8
=5X8 1112X4 =5X6 112X4 -5X8
D E F G H
11
0
-4X6
1 32
IM X4 `3X4-4Xb -3X8 -3X8-4X5=3X4 112X4
.I
F1' 7'8"12 3'3"4 4'10"2 5'11"13 4'10"1 1' 7'8"12 1�
7'8 16'10"2 22'9"15 27'8" 28' " 334 398"
H 3 "q
Loading Criteria' (pso
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10 I
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed l
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft 1
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Loc. from endwall: not in 9.00 IT
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "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)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.188 F 999 240
B 1560 / 718 / 940 1- / 264 18.0
Lu: NA Cs: NA
VERT(TL): 0.433 F 999 180
J 1660 1718 / 940 /- /-
/ 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 / 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
FT/RT:20(0)110(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
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 - 1
1551 -2432
D - E 1681 - 2605 1- 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
@ + .
perR - Q 2125 -1076 M - L 2381 -1313
aa �q�
W.Q - P 2125 -1076 L - J 2384 -1313
e �.
# t ai0'eR P - O 2625 -1376
too 047182
u a., Maximum Web Forces Per Ply (Ibs)
ws Webs Tens.Comp. Webs Tens. Comp_
is
t as S-C 231 -19 F-O 87 -93
I s . C- R 330 -408 G- O 254 -296
' > `E D - R 396 -257 O - H 662 -410
. *s p: D - P 662 -410 H - M 396 -257
+ E - P 255 -296 M -1 330 - 408
�X P-F 87 -93 1-L 231 -20
&10
MAL_
I sMALrk
I
40'01 SA38 FF 5B 81 ED 83 7F 48 00 99 2E 95 FB
rF.:itltemrias bcm ekctro+psi};medus3scaled mY rA;ataxcl MartCiey
F£ (ri":. tYc.4'diF821 as CAa�atc shawa atx�e as2ng a SN.F2
asadtentca3'`MS9S�e.
I
m� c��a5ttbs din. zma not aamrdiared a�aueai anJ saalmd
mo t!c S'r:AA aLAcntiC bnn Cade met tffi aerrdfbcd on mydodmat
crrfas�
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"`IMPORTANT•• FURNISH THIS DRAWING TO ALL,CONTRACTORS INCLUDING THE INSTALLERS
Ire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Safety Information, ba�rr TPI and'SBCA) fo) safety practices prior to performing these functions. Installers shall provide temporary
BCSI.. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 1 10,
Ile._ App y plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
a division of ITW Building Components Group Inc. shall notibe responsible for any deviation from this drawing,any failure to build the
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
this drawing indicates acceptance of professronat engineering responsibility solely for the design shown. The suitability
;e of this yawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2.
Job umber: 136DCS123 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 222.6lbs / ... 08/01/17
3-
2'9°8
T10"8 10'0"1 16'2"9 20'0"1 i 22'3"5 28'4"1 2 ' 398"
r 7'10"8 + 2 —1 6'2"8 3'9"8 T 2'3"4 6'0"12 " 5 7'10"8
TT
=6X6 =U4 =4X6 012X4
1112X4 m3X4mH0308 m3X4 m3X8 M3X8m4X10 0&4
1' T6°12 2'3°5 i 3'11"1 6'4°4 5'4°11 _i_1'4°i 7'8"12 1'
F 7'8°12 10'0"1 111 1r 15'11"1 + 22'3.5 + 2T8' 29' 211 44 39'8"
' 12' ' 3r 1'11°4�
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.97 it
Loc. from endwall: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 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)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CS1 Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.227 G 999 240
VERT(TL): 0.524 G 901 180
HORZ(LL): 0.071 M - -
HORZ(TL): 0.164 M
Creep Factor. 1.5
Max TC CSI: 0.624
Max BC CSI: 0.567
Max Web CSI: 0.823
Mfg Specified Camber:
VIEW Ver: 16.02.01D.0314.13
40 01 5A 38 FF 5B 8180 6B 7F48 00 99 2E 85 FB
ThisIternbasbeen=ledby1Aa .lM tm",
PE (a. tic.047LE21 sm Llm lose sharm abaw v*g a SHA-i
=v Cntic Sanzcde.
2r�tadcsx�irrrSthis dccssas.rtara natcas�a�aed st'gn¢eimad:maled
and t1 SiSA."2 asrdteetlraJsyscode mn tbamifsd mmielatrank
wins.
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 1561 / 718 / 930 / - ! 257 / 8.0
K 1561 /716 1933 /- /- /8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
K Min Brg Width Req = 1.8
Bearings B & K are a rigid surface.
Bearings B & K require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B
27 0
G- H
1846 -2897
B - C
1631 - 2759
H -1
1568 - 2356
C - D
1620 -25M
I - J
1584 -2459
D - E
1798 -2813
J - K
1628 -2755
E- F
1846 -2897
K- L
27 0
F - G
1846 -2897
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - T
2386 -1304
P - O
2361 -1270
T - S
2384 -1304
O - N
2361 -1270
S - R
2198 -1141
N - M
2379 -1326
R - Q
2198 -1141
M - K
2382 -1327
Q - P
2836 -1521
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
T-C
219 -22
G-P
292 -362
C - S
334 -381
P - H
697 -421
D - S
401 - 292
H - N
1088 -1553
D - Q
BW -491
I - N
1934 -1298
Q - E
318 -400
N - J
320 -376
E-P
149 -101
J-M
215 -21
**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, byv TPI ana SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
r BCSI. 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 bracing installed per BCSI sections 63, B7 or 610,
le. ADDTv Dlates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
of
rfPl 1; ortor h
acceptance
any structure
lis drawing,any failure to build the
on this drawing or cover page
te design shown. The suitability
Job Number: 136DCS123 1
Ply: 1
SEQN: 635502 / T4 / HIPS
`
4EBB 1828-Cali "C" LL OL /DR Horton /4E1:36 1828-Cali "C" LL OL
Qty: 1
FROM: AH
DRW:
Truss Label: Al2
Wgt: 214.2 Ibs
.. / ... 08/01117
r
7'8"12 9,� 14'S"13
19'10" 25'23
13
30'8" 1'1 "4
39W
7'8"12 1'3", 5'S"13
5' 5'4"3
5'S"13 1'3"
7'8"12
fi
=3X4 =-5X6 =-3X4 =5X6
D=5X6 E F G H
17
�
I
e
R Q P O N M L
=3X4 m3X6 =3X4 m3X8 =3X4 =3X6 m3X4
7'10"8 4'1"8 2'2"5 5'7"11 65 2'2"5 41"8 7'10"8 1�
7'10"8 12' 14'2°5 19'10" 25'5"11 27'8" 31'9"8 39'8"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des .00
Mean Height: 15.00 ft
NCBCLCLL: 1010.00
TCDL: 4.2 psf I
Soffit 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 "
C&C Dist a: 3.97 it
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/3012013 by ALSC
Wind
Member design based on both MWFRS and C&C.
it
,6(A2)1
Snow Criteria (Pg,Pr in PSF)
Deft/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in [or, Udell U#
Loc R / U / Rw / Rh / RL
/ W
Pt NA Ce: NA
VERT(LL): 0.243 F 999 240
B 1561 1720 / 921 / - / 223 / 8.0
Lu: NA Cs: NA
VERT(TL): 0.561 F 842 180
J 1561 1720 / 921 ! - / -
/ 8.0
Snow Duration: NA
HORZ(LL): 0.074 L - -
Wind reactions based on MWFRS
HORZ(TL): 0.171 L - -
B Min Brg Width Req = 1.8
Code / Mist; Criteria
Creep Factor. 1.5
J Min Big Width Req = 1.8
Bldg Code: FBC 2014 RES
Max TC CSI: 0.666
Bearings B & J are a rigid surface.
TPI Sid: 2007
Max BC CSI: 0.569
Bearings B & J require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.633
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
WAVE
VIEW Ver: 16.02.01 D.0314.13
A-B 27 0 F-G
2026 -3241
B - C 1644 - 2768 G - H
1883 - 2977
C - D 1809 -2717 H -1
1809 -2717
D - E 1883 -2977 I - J
1644 -2768
E- F 2026 - 3241 J- K
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B- R M96 -1311 O- N 3010 -1634 I
R - Q 2262 -11W N - M 2262 -1217
Q - P 2262 -1188 M - L 2262 -1217
P - O 3010 -1624 L - J 2396 -1340
{ ap ti"
6Y No,
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
w� e M
C - R
400 - 322
O - G
304 -172
V&
R - D
485 -422
G - N
373 -511
TAT : 4U
D - P
P - E
951 - 565
373 -511
N - H
H - L
961 - 565
485 -421
y# * I I
E - O
304 -172
L - I
400 -322
esge .g�+zp
F O
214 -286
1 11
40 01 SA38 FF 58 8180 BB 7F48 00 99.2E 85 FB
dolt itan lun bsan ticamakaX4Js'ignnd aced=fad by umaaxl Marun=,
2E (R. ,ux.GrlrE21 anthadate Shawn above ming a SNWl
as4amd'�er�tx�,af ttssa daryWrraa'rt not cutdtarad xY�arzia�ad sealed
=6e,4_1st:I not Tenwftl dmaryciedmr*
culas. I
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"' FURNISH THIS DRAWING TO ALL;CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatin�gt handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, bV 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 ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as appiicab�e. Apply plates to each faceof truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
I..
in conformance with ANSITI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility',of the Building Designer per ANSI/TPI 1 Sec.2.
Fnr mmn in/nrmvNnn em Ndv inA'e nvnnml nn/m nv,u vnd /hvev umh ei/v"• At DINE• rumlur vininvifiu mm TDP unuu hind nm RRCA- ww, ehnindudn, mm ICb u",m, i-f nm
Job umber: 136DCS123 Ply: 1, SEQN: 539470 / T24 / SPEC
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL City: 1 - FROM: AH DRW:
Truss Label: A13 Wgt: 197.4 Ibs / ... 08/01/17
4 '4"8 264"1 2291Li°"3 39'8"
8'0 511"9 7844413703 204"7 5 3'10 3 6'9"13
Hm5X6
T ==4X4 =3X6
12 C- D E F G
T 8 � _ !
m�
1l-3X6(A1)Bff: J=3X
1 A K
q P O N M L
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BOLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
m3X6 !n4X6 m4X70 !m3X6a•3X8
13'4" 5'e"
20'8"
3'1'1° "3 2'1"6 63"2 7'3"8 1'4" 10'8" 1�
8'1"13 IT 1420
8'1 '4"8 2T8" 29' 39'8"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.97 ft
Loc. from endwall: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.60
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 2X4 except as noted.
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NP
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
r]
DefI1CSl Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.052 G 999 240
VERT(TL): 0.126 G 999 180
HORZ(LL): 0.017 Q - -
HORZ(TL): 0.041 Q - -
Creep Factor. 1.5
Max TC CSI: 0.622
Max BC CSI: 0.798
Max Web CSI: 0.864
Mfg Specified Camber:
♦ Maximum Reactions (Ibs), or `=PLF
Loc R I /Rw /Rh /RL /W
B 524 1208 / 355 /- / 257 / 8.0
R` 317 / 143 / 155 / - / - / 68.0
J 897 / 416 / 606 / - / - / 8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
R Min Brg Width Req = -
J Min Brg Width Req = 1.5
Bearings B, R, & J are a rigid surface.
Bearings B & J require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
VIEW Ver: 16.01.00F.0504.20
Chords Tens.Comp.
Chords
Tens. Comp.
A-B 27 0
F-G
448 -512
B - C 168 -470
G - H
756 -1019
C - D 591 - 231
H - 1
743 -1043
D - E 448 -512
I - J
849 -1329
E-F 448 -512
J-K
27 0
sTATE OF
x
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
B - Q
341 - 234
N - M
1074
- 584
0¢#
Q - P
351 -234
M - L
1074
- 584
L t�
P - O
351 - 234
L - J
1128
- 649
O - N
795 -1059
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
A.
C - Q
330 -60
N - G
470
-679
C - O
512 - 854
G - L
391
- 367
O - D
728 -1076
L - 1
322
- 339
D - N
1248 - 717
H - L
756
- 531
F - N
270 - 349
40015A38FF5081BOBB7F4800992E85FB
rMItem Imbemc{ectsr yrimedwJwaladbyMAasazefMarkhr ,
n (FL, tic. 047£921= Me date stmwa abwa WaS a S147a1
ar.�er�tiratbxxt eadr.
x'�tadct��,afichds d^-•w.•^�,•ara nctaxxx�c*eued ��d csaled
and the sue. A z autl5cnEsatian mde my t b3 vwifid rar any dectrarJ.
=Ins,
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Ire extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Safety Information, bV TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly
lid ceilingg Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or B10,
le. ADI plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
of
i Hi T, or Tor nan
acceptance of
any structure is
failure to build the
g or cover page
in. The suitability
see
Job Number: 136DCS123
Ply: 1
SEQN: 635507 / T32 / HIPS
'
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL
Qty: 1
FROM: AH
DRW:
Truss Label: A14G
Wgt: 242.2 Ibs
/ ...
08/01/17
i
09'10"
T i,12-3"6 1T3"3 19' 1106 22'4"1 2T4"10
1
32'8" 39'8"
i
7' 43"6 4'11"14 1'8°1 2'A 4'11"14
5'3°6 f T
11110X10(R) f =4X4 912X4=5X6a3X4 1112X4 TC3
1#10X10(R)
12 D E TC2 F G H I J_
K
6 p
g3X4
C
W1 —6X12(C5)
L
=6X12(C5) W2
�3X4
M
=4XA6(C5) B
M=41(C5)
1 �
tvJ
T S R BC2 Q P
O
1113X4 =1-10710 E4X10 =4X10 =H0710
1113X4
T1"12 4'10"4 5'3"3 5'1"10 5'3"3
4'10"4 T1"12
1�
T1"12 12: 1T3"3 22'4"13 27'8"
32'6"4 39'8"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSl Criteria
♦ Maximum Reactions (Ibs)
TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00 Speed: 160 mph I Pf: NA Ce: NA VERT(LL): 0.534 H 878 240
U 3139 / 1427 /- /- /-
/ 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.246 H 376 180
M 3140 / 1428 /- /- /-
/ 8.0
BCDL: 10.00 Risk Category: 11 I Snow Duration: NA HORZ(LL): 0.110 D - -
Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.256 D - -
U Min Brg Width Req = 3.7
Mean Height: 15.00 ft 1
NCBCLL: 0.00 Code / Misc Criteria Creep Factor. 1.5
TCDL: 4.2 psf
M Min B Width Re 3.7
r9 q =
Soffit 2.00 BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.667
P
ings s id surface.
rigid U & M are a Bear
9 9
Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 ! TPI Sid: 2007 Max BC CSI: 0.799
Bearings U & M require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.97It Rep Factors Used: No Max Web CSI: 0.708
Loc. from endwall: NA i 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, HS VIEW 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 6l1/2013)
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 -6261
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 uses design values r j��rl� l p
Maximum Sot Chord Forces Per
Chords Tens.Comp. Chords
Ply (Ibs)
Tens. Comp_
approved 1/30/2013 13 by by ALSC $$ ,��1j,� `�84�
f
B T 599 2466 Q P
8171 - 3676
Loading ode - aeata ,'''
- - -
��
T-S 5530 -2471 P-O
5532 -2473
#1 hip supports 7-0-0 jacks with no webs. r�x.:
v
S - R 8170 -3676 O - M
5506 -2467
+�'
Wind No 047182 m
R - Q 9426 -4242
Wind loads and reactions based on MWFRS.
Maximum Web Forces Per Ply (Ibs)
q
Webs Tens.Comp. Webs
Tens. Comp.
�e
sTA,,
D - T 624 -123 H - Q
D S 3044 1- Q
126 -175
351
--Al 7
- -1368
S E 893 Q J
-423
1389 591
I `.��'
- -1510 -
-
► - +
E - R 1389 - 592 J - P
F-R 351 -424 P-K
892 -1510
3043 -1367
�?
R - H 126 -176 O - K
625 -125
0 SERIAL#
40 015A38 FF 50 81 B0 BB 7F49 00 99 2E 85 FB
Tait itemhuba eledawazwd/sped and=led by r m=l wrttoes,
r'F. (M! Ue.9471921 an the datA sftawm abenv uslag a SNA 1
asahentiraaieenrzsye-
tedcopartta's tl.x.".a.sr�mot cxxsd3caad sIprdand :ealad
x2ti that -rA,T acaheotscsuwscode notbaaedtbd on awdectrarL-
casJas.l
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
to these functions. Installers temporarryy
Component Safety Information, byy TPI and SBCA) fo'r safety practices prior pertorming shall provide
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall
have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insfailed per SCSI sections
63, B7 or 810,
as applicable. Apply ptales to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. j2efer 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
drawing
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this or
listing this drawing indicates acceptance of professional engineeringg responsibility solely for the design shown.
and use of this drawing for any structure Is the responsibility of the Building Designer ANSIITPI 1 Sec.2.
cover page.
The suitability
per
For more information see thls lob's general notes page and these web sites: ALPINE www.at ineltw.com; TPI: www. lnst.o ; SBCA: www.sbcindu .com; [CC: www.iccsafe.orq
Job umber: 136DCS123 Ply: 1 SEQN: 635509 / T11 / 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 / ... 08/01/17
T '11"15 137"1 1T11"15 8'1 °11 24'4"1 29' 333"8 39'8"
7' 1" 5 57"2 4'4"14 0" 2 5'S°6 4'7"15 4'3"8 6'4"8
T 12 C m3X4 m3X6112X4
6
so soT
T =5X6 f -5X6 E F G H J43X4
Cn
39=3X6(A1)B Km3L6(A1)
A
T S RQ P O N M
m3X4 mm3X6 3X4 a4X10 112X4 m3X6m3X8 112X4
5' 21'
1' 7'1"12 4'10"4 1'3"!) 5'1"2 5'3'10 3'5°11 i 4'5"4 6'2"12 1'
T7°12 + 12. �13'3 9 18'10"11 24'T } 27'8" 1 14 r 33'S"4 + 39'8"
hH
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf 7n 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
TCDL: 7.00 Speed: 160 mph PF.. NA Ce: NA VERT(LL): -0.036 N 999 240 B 578 1259 / 377 / - / 277 / 8.0
BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.076 N 999 180 R 481 / 169 / 258 10 / 0 18.0
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.015 M - - U 1412 / 659 / 670 / - / - / 8.0
EXP: C HORZ(T)
L 0.034 M - - K 760 1342 / 520 / - / - 18.0
Des Ld: 37.00 Mean Height: 15.00 fl Wind reactions based on MWFRS
NCBCLL: 10.00 Code 1 Misc Criteria Creep Factor. 1.5
TCDL: 4.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.578 B Min Brg Width Req = 1.5
Soffit: 2.00 BCDL: 5.0 psf g R Min Brg Width Req = 1.5
Load Duration: 1.25 TPI Std: 2007 Max BC CSI: 0.385
MWFRS Parallel Dist: 0 to h/2 U Min Brg Width Req = 1.7
Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.962 K Min Brg Width Req = 1.5
Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B, R, U, & K are a rigid surface.
GCpi: 0.18 Plate Type(s): Bearings B, R, U, & K 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 G - H 654 -659
Bot chord 2x4 SP #1 B - C 656 -687 H -1 902 -711
Webs 2x4 SP #3 C - D 690 -586 I - J 904 -712
Lumber value set "13B" uses design values D - E 169 - 56 J - K 1131 -1109
approved 1/30/2013 by ALSC E - F 654 - 558 K - L 27 0
Wind F-G 654 -558
g&���
Member design based on both MWFRS and C&C.% Maximum Bot Chord Forces Per Ply (Ibs)
aw
�+ �*°�y" ?xi
IN
Chords Tens.Comp. Chords Tens. Comp.
B - T 547 -450 P - O 599 -498
No 04M 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
WO
ISIP% STATE OF
�. {+, Maximum Web Forces Per Ply (Ibs)
a..� Webs Tens.Comp. Webs Tens. Comp.
C - T 247 -157 Q - H 1483 -1362
` j, �-R 2685 s o 94 H-N � -23
R - E 204 -73 I - N 353 -353
40 015A 38 FF 50 8180 BB 7F48 00 99 2E 85 FB E - Q 671 - N - J 524 32
G - Q 286 - 331 31 J - M 223 -32
V,U ltrmbus bern ckcYrarti3ra /s3 ad znds"Iadby rsarrrsl marth=,
?£ €fL. lks-94n82( on thedasr Shawn AaM trkng a SHJb2
acthrartkaticsacadr.
Figatcd ccpksef this dtrraasra atr not cer+ li—d dprdand sraiad
and the&H 2 au6rntkailen code must ba vmffWca any d"tmrh
amim.
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'"IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg h indlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy TPI anc7�SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attache �ripid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections 63, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. {defer to
drawings 160A-Z for standard plate positions_
Alpine, a division of ITW 8uildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIIi PI 1, or for handling shipping, installation and bracing of trusses.A seat on this drawing or cover page.
listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSUTPI 11 Sec.2.
Job Number:
23 Ply:
I Truss Label: A16C LL1 OL !DR Horton l4EBB 1 BI 8-Cali "C" LL OL I Wgt '218.4 Ibs I Page f 2512 / T14 ! GABL I DRW.! 08/01/17 I
T 9'11"15
13'9"12
18'8"
F 7' fi 2'114
3'9"13 +
4'10"4
—13'4"'
(TYP)
12
�("
I
6 SX6
ZZ5X10(SRS) B3X4
m
q
012X4 •' E F G
H I
o
�
N
•j
-3X6(A1)B
AA
AC
B
1
132
A
= X4''i Y
�3X6 �3X4V
e4X11
i
13'8"
F1' T1"12 2i11"15
3'2"5 SI'12
T1"12 10'1"11
I
13'4" 4
1 6"4
18'8"
22'4"1 + 26'2"8 + 29' r 31'9"8+ 39'8"
3'8"1 3'10"7 2'9"8 2'9'8 7'10"8
L!55X6
�M tit3X4
T S R Q P
—3X4 =3X6=3X8
21'
3'6"5 3'B"11 3'1" 2't1"4 7'8"12 1�
ZL'2"5 25'11" 29' 31'11"4 398"
T
1
Loading Criteria (pst)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Def11CS1 Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10 i
Pg: NA Ct: NA CAT: NA
PP Deflecflon in Ioc Udefl 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 / 240 / 340 / - / 317 / 8.0
BCLL: 0.00
Enclosure: Closed
t! Lu: NA Cs: NA
VERT(TL): 0.075 P 999 180
W 731 1276 / 342 / - / -
18.0
BCDL: 10.00
Risk Category: II
{ Snow Duration: NA
HORZ(LL): 0.013 P - -
U 1218 1549 / 590 / - / -
/ 8.0
Des Ld: 37.00
EXP: C
1 _
HORZ(TL): 0.030 P - -
N 790 / 360 1530 ! - / -
/ 8.0
NCBCLL: 10.00
Mean Height: 15.00It
TCDL: 4.2 psf
Code / Misc Criteria
CreepFactor. 1.5
Wind reactions based on MWFRS
Soffit: 2.00
BCDL: 5.0 sf
i Bldg Code: FBC 2014 RES
Max TC CSI: 0.614
B Min Brg Width Req = 1.5
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
�
Max BC CSI: 0.414
W Min Brg Width Req = 1.5
U Min Brg Width Req = 1.5N
Spacing: 24.0 "
C&C Dist a: 3.97 It
Rep Factors Used: Yes
Max Web CSI: 0.478
Min Brg Width Req = 1.5
Loc. from endwall: Any
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Bearings B, W, U, & N are a rigid surface_
GCpi: 0.18
Plate Type(s):
Bearings B, W, U, & N require a seat plate_
Wind Duration: 1.60
WAVE
VIEW Ver. 16,02.01 D.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 - 1
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 "13B" 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
i�>�3��1�
1099
-11
0
Plating Notes
G - H 680 -683 N - O
27
All plates are 2X4 except as noted.raf
��
(") 1 plate(s) require special positioning. Refer to
scaled details for special
g� N sP
my°�'; s �nr ' i .e ' o
Maximum Sot Chord Forces Per
Ply (Ibs)
plate plot positioning
requirements.
v
Chords Tens.Comp. Chords Tens. Comp.
NO 07
B Z 445 -ass U T
560
508
«
- -
Wind
Member design based on both MWFRS and C&C.
w
,4N0e *� -40
Z-Y 386 -323 T-S
Y - X 386 -319 S - R
577
733
-510
628
�lr+
X - W 386 - 319 R - Q
733
- 628
Additional Notes
«STARE
W - V 464 -379 Q - P
'
911
-801
See DWGS A16015ENC101014 & GBLLETIN1014 for
ya �� � �
V - U 464 -379 P - N
914
-802
gable wind bracing and other requirements.
?, Vol
a�4 0 R.1�+a y
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
0 - Z 194 - 72 I - U
221
- 252
4
Z - D 228 -95 U - J
1558
-1419
40015A38FF5081SOBB7F4800992E95FB
D-Y 100 -8 T-J
D -AA 909 - 801 J - S
203 203
-2
-164
Thu wdwAad by MacatIrnarta,Ea.
?8(rL,it`c.047.1921 an t?iCG�alC aRawn atxt 8asNTr3
AA-W 935 -825 S-K
136
-14
ascntsratexseste_
W - F 91 -175 K - Q
343
-191
{
F -AB 421 -394 Q - M
638
-495
irstrac us�ltFsad� *zrcnotaraieaaadApwd ad=]ad
AC -AD 422 -402 L-Q
565
-772
ua6tFszw�anTa#�scadene4muaifdea«tacyd«trar3e
AD-U 426 -403 M-P
279
-65
Carlos.
-WARNING** READ AND FOLLOW ALL
—IMPORTANT** FURNISH THIS DRAWING TO ALL C
a division of
ivi 1, or Torn
acceptance
any structure
as
ON THIS DRAWINGI
TORS INCLUDING THE INSTALLERS
I bracing. Refer to and follow the latest edition of BCSI (Building
o performing these functions. Installers shall provide temporary
:hed structural sheathing and bottom chord shall have a properly
is shall have bracing insTalled per BCSI sections B3, B7 or B10,
)ve and on the Join f Details, unless noted otherwise. (2efer to
isible for any deviation from this drawing,any failure to build the
and bracing of trusses.A seal on this drawing or cover page
responsibilityy fo solelr the design shown. The suitability
Job Number: 136DCS123 Ply: 1 SEQN: 635512 / T14 / GABL
4EBB 1828-Cali "C" LL OL /DR Horton AEBB 1828-Cali "C" LL OL Qty: , ` ., FROM: AH DRW:
Truss Label: A16 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
40 015A38 FF 58 81801113 TV 00 99 2E 85 FB
*,it itemmid uzied by f u--i mzrttncs,
PE{r1. uc.r. ztszl an tt,ed se Brawn rtxi u^npasxua
iiii7eflt?C1fl�d CII'�C.
xTriated cr�aesrdtt�s dner�e3taranPt crsvt3ed $e-oxz�td za:alzd
ars the ;A.3 zuthent l�s: cy9enitfta vsdf-ed dw acydatmnFc
caries.
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re wire extreme care in fabricatin handlin shi ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, by TPI an�'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
attaches rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10,
as applicable. Apply pfates to each face of truss and position as shown above and on the Join f 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 drawingg indicates acceptance of professiona 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.
c....",..e i..a—N— — fha, i�h-e ---f —t— nano son fhoco wah citoc- Al PIMP www aininnirw.cnmc TPI- wvnv_tninstom, SfiClY www_sbdndustrv.mm: [CC: www.iccsafe.om
Job Number: 136DCS123 Ply: 1 SEQN: 539473 / T2 / GABL
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL City: 1 FROM: AH DRW:
Truss Label: 131GE I Wgt 134.4 Ibs .. / ... 08/01/17
10'8° I 214"
i 10'8" 10'8"
l =4X4
1
1
I 21'4"
21'4"
r 1 f 214" 1
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 I 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 i Pt NA Ce: NA VERT(LL): -0.001 H 999 240 P- 81 / 37 139 /- / 11 1256
BCLL: 0.00 Enclosure: Closed i Lu: NA Cs: NA VERT(TL): 0.001 AE 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category: II i Snow Duration: NA HORZ(LL): 0.002 J - - B Min Brg Width Req = -
EXP: C 1 HORZ(TL): 0.003 J - - Bearing B is a rigid surface.
Des Ld: 37.00 Mean Height: 15.00 ft '
NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5
TCDL: 4.0 psf I Bldg Code: FBC 2014 RES Max TC CSI: 0.108 Maximum To Chord Forces Per PI Ibs
Soffit: 2.00 BCDL: 5.0 psf P y ( )
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Camp.
Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.088 A - B 27 0 1-1 304 -24
Loc. from endwall: Any FT/RT:20(0)110(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 I D - E 105 -71 L - M 154 -43
Lumber E - F 153 -50 M - N 105 -64
Value Set: 13B (Effective 6/1/2013) G - H 253 -21 O - P 81 -113
Top chord 2x4 SP #1 H -1 303 -24 P - Q 27 0
Bot chord 2x4 SP #1 {
Webs 2x4 SP #3
Lumber value set "138" uses design values Maximum Chord Farces Per Ply (Ibs)
9 Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 byALSC
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. ° AD -AC 185 -110 V - U 189 106
.:►w
W AC -AB 188 -111 U - T 187 -106
Wind'�'tr `•�'�' AB -AA 190 -112 T - S 185 105
AA-Z 191 -112 S-R 183 -104
Member design based on both MWFRS and C&C. luq a pa
No '7 � � Z-Y 192 -113 R-P 175 -103
Additional Notes ` Y - X 192 -107
See DWGS A16015ENC101014 & GBLLETIN1014 for a
gable wind bracing and other requirements. , 4 2 Maximum Gable Forces Per Ply (Ibs)
STATE a Gables Tens.Comp. Gables Tens. Comp.
10 C -AE 174 -103 W - J 187 - 83
* s D -AD 88 -65 V - K 153 -73
+' �- oa E -AC 101 -74 U - L 100 -73
1 G-AA 153 -73 S-N 88 65
C H - Z 187 - 83 R - O 174 -103
SERALM
4001,SA38FF5Bi3S80BB7F4800992E85FB I-X 0 -162
T1.hitemlh� beatakctmnica°ys ned and salad try may lMartine.
Ltc,CAT292j hatthccatc #haws alxmn aYdng a SHAY
Niatsd cc inleitlisd "-ntatra not crm:id'aaed%%ncdand xalad
and EFrt.S� aut3rent`sat'c�ccdemut tm*mffbd rmaerydectrank
0*1.1
—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, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Componenf Safety Information, balrr TPI and SBCA) for 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
attach etl rigid ceiling Locations shown for permanent lateral reMraint;of webs shall have bracing insTalled per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions. I
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1; or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.
2.
Job umber: 136DCS123 Ply: 1 SEQN: 539474 / T3 / GABL - I
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 " FROM: AH DRW:
Truss Label: C1GE Wgt:78.4 Ibs / ... 08/01/17
7' 14'
7' + T
I-- 1 8" (TYP) G=_4X4
Loading Criteria (psg
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration:1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 2X4 except as noted.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A16015ENC101014 & GBLLETIN1014 for
gable wind bracing and other requirements.
14'
14'
14'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or `=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): -0.001 F 999 240
L" 84 139 / 40 /- / 12
1168
Lu: NA Cs: NA
VERT(TL): -0.001 F 999 180
Wind reactions based on MWFRS
Snow Duration: NA
HORZ(LL): -0.002 E - -
B Min Brg Width Req = -
HORZ(TL):-0.002 E - -
Bearing B is a rigid surface.
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.118
Maximum Top Chord Forces Per
Ply (Ibs)
TPI Std: 2007
Max BC CSI: 0.026
Chords Tens.Comp. Chords
Tens. Comp.
Rep Factors Used: Yes
Max Web CSI: 0.061
A - B 27 0 G - H
213
-26
FT/RT:20(0)110(0)
Mfg Specified Camber:
B - C 14 -66 H -1
157
-48
Plate Type(s):
C - D 61 -28 I - J
105
-69
WAVE
VIEW Ver. 16.01.00F 6504.20
D - E 113 -17 J - K
87
-89
E-F 165 -14 K-L
84
-106
F-G 221 -17 L-M
27
0
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
150
-53
S - R
164
-49
N - L
144
-55
.-
Maximum Gable Forces Per Ply (Ibs)
+ Gables Tens.Comp. Gables Tens. Comp.
No 7
+ +ern C - V 122 - 56 Q - H 205 - 83
D-U 115 -75 P-1 159 -72
E-T 159 -72 O-J 115 -75
s F-S 205 -83 N-K 122 -56
% sTArF- OF G-R 13 -89
. sa
an+y
4t6 I
40 015A 3E FF 508180 BB 7F48 00 99 2E &5 FB
MU ltam'hssa been eketr¢a3es'�/s€�sd zn9 salad by MamA Martin*%,
FE(rL.Lk.rc7tiazj w Viec°affiatwwrEabsstnu gaSHAM
a�Setft3ca3ies eafa_
r'tSztad ctrsksarttss domemina menot crs'A&Ted sfgn*dand =led
anc ite taa9franP.ctti�ctada ns�i he wAfbd at=ydectraek
ceGins.
"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
luire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI ancl'SBCA) fr 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,
60 Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to
60A-Z for standard plate positions.
a division of
TPI 1; or for h
acceptance
any structure
—1 nntx none on,
lis drawing,any failure to build the
on this drawing or cover page
le design shown. The suitability
rPi 1 Sec.2.
Job Number: 136DCS123 Ply: 1 SEQN: 6355141 T28 / SPEC
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 2 FROM: AH DRW:
Truss Label: D1 , Wgt: 37.8 lbs .. / ... 08/01/17
it
t 6 5' 10, 1
5' 5'
y C=4X4
12
6
cq
0
N
I=2X4(A1)B D=2X4(A
IIIZX4
l
S
5' 10,
Loading Criteria (pso Wind Criteria
TCLL: 20.00 Wind Sid: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
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 6/112013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "'I3B" uses design values
approved 113012013 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.
o i> E
now Criteria (Pg,Pf in PSF)
ft
Lumber
Value Set 13B (Effective 6/112013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "'I3B" uses design values
approved 113012013 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.
o i> E
now Criteria (Pg,Pf in PSF)
ft
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udefi U#
Loc R / U / Rw / Rh / RL / W
B 438 / 225 1426 ! - / 134 / 3.5
1 Pf NA Ce: NA
VERT(LL): -0.012 F 999 240
Lu: NA Cs: NA
VERT(TL): 0.014 F 999 180
D 438 / 220 / 257 / - /- 13.5
f Snow Duration: NA
HORZ(LL): -0.005 F - -
Wind reactions based on MWFRS
HORZ(TL): 0.006 F - -
Creep Factor. 1.5
B Min Brg Width Req = 1.5
D Min Brg Width Req = 1.5
1
j Code / Misc Criteria
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)/l0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
A - B 27 0 C - D 796 -503
Plate Type(s):
VIEW Ver: 16.02.01D.0314.13
WAVE
B - C 830 -503 D - E 27 0
S
400
Thu Ito
acdtar�
E�tad
ass4 tl�
a�lox.
—IMPORTANT** FURNISH THIS DRAWING TO ALL
a division of
any
as
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
No 047102
� s
e s
v
'STATE 1
38 FF 58 8180 BB 7F49 00 99 2E 85 FB
mno�dr�i ad andwalad by MA =lMarhni
IM111 as Liz dau Shown abama wanR a SNWL
cranx&ad �masi ara$ xalod
INCLUDING THE INSTALLERS
). _ Refer to and follow the latest edition of BCSI (Building
ming these functions. Installers shall provide temporary
actural sheathing and bottom chord shall have a properly
lave bracing installed per BCSI sections 63, B7 or 10,
on the Join Details. unless noted otherwise. (Refer to
failure to build the
g or cover pa e
in. The sui bility
Job Number. 136DCS123 Ply: 1 SEQN: 689031 / T30 / HIPS I
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1 B28-Cali "C" LL OL Qty: 1 FROM: AH DRW: JII
Truss Label: D2G Wgt 44.8 Ibs / ... 08/01/17
T
0
1
3' T 10,
J
I' 3' 4' 3'
12 C
6 � -1-ff
=f(6
;� =3X4(A1) B E=3X4(A1)
4t3 A F as
H G
1112X4 =3X4
1Will,
978 1iJ
3'1 "12
1' y 3'1"12
Loading Criteria (ps0
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: 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 it
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1l2013)
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
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-" setback with 0-14 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.
6 8"8
3'3"8
10,
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Loc R / U / Rw 1 Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.013 G 999 240
B 568 1271 1- I - 1-
/ 3.5
Lu: NA Cs: NA
VERT(TL): 0.029 G 999 180
E 568 / 271 / - / - ! -
/ 3.5
Snow Duration: NA
HORZ(LL): 0.005 G - -
Wind reactions based on MWFRS
HORZ(TL): 0.012 G - -
B Min Brg Width Req = 1.5
Code / Misc Criteria
Creep Factor. 1.5
E Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.184
Bearings B & E are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.170
Rep Factors Used: No
Max Web CSI: 0.063
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 -20 D - E
379 - 840
WAVE
VIEW Ver: 17.01.01A.0723.13
B - C 379 -846 E - F
27 -20
C-D 318 -755
'�f No 047182
e
i�STATE OF
¢�tV �►
SEA!#:
40 015A38 FF 5B 81 B4 BB 7F48 00 99 2E 85 FB
#kIt¢mirss helm cMdma y red and=ladby m2...1 k4arnw,
?i ('ri.. t&. ce4i283t cntAe�a2x 51k7wn atxivs u�.dnga SH'd"i
a[atkant4taY�ts�fr.
r@aecd c�ies�aixtds tlaca:�ramm rat ccrm7�od ti'gnzti �d :salad
ant the skAr:zloh ntimUcrmdemk.t Unrift-d tnugdectwnk
=lo.
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 DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, byy TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathinc] and bottom chord shall have a properly
qid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10,
le. Apply prates 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
any structure is
failure to build the
g or cover page,
rn. The suitabrltty
V.com; IM www.lccsafe
Job Number:
123
L1I 476 / T27 / VAL I
4EBB1828-CCL OL /DR Horton MEBB 1828-Cali "C" LL OL FROM: AH DRW
V4 IWgt 16.8 lb I % 08/01117
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 15.00It
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 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
Lumber value set "136" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C
Additional Notes
See DWG VAL160101014 for valley details.
1'10" 3'8"
f 1110" 1110"
12
6
A 3X4(D1) 6=3X4_3X4(DD1)-04
3'8"
3,8"
3'8"
Snow Criteria (Pg,Pf in PSF)
Defl1CS1 Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Pf. NA Ce: NA
VERT(LL): -0.003 999 240
Lu: NA Cs: NA
VERT(TL): 0.006 999 180
Snow Duration: NA
HORZ(LL): 0.001
HORZ(TL):-0.002 - -
Code / Mi.. Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.050
TPI Std: 2007
Max BC CSI: 0.063
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 16.01.00F.0504.20
s t»
M
URAL*
40 01 5A 38 FF5081BO6B7F4800992E95 FB
daft itatnlmbe tskttrpn yz%ced mtds fed byr wml martmer,
FF. (Fi. Liz. asaasxl are tAm da%c xlwerz at:mw tying a SNTm-i
atvherYxaati��r-
Prbtad ccpfsarttds dataart nrm ntri cxxtttdcrod d and raalsd
and tha.�lb2 authcnGca4icrsuada tntzt 9» a�ctificd rat aaydccttat�
crzi .
♦ Maximum Reactions (Ibs), or'=PLF
Loc R /U !Rw /Rh /RL /W
D` 75 121 / 36 /- / 6 / 44.0
Wind reactions based on MWFRS
D Min Brg Width Req = -
Bearing D is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 171 -150 B-C 171 -150
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 148 -135
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme tare in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathinp 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 910,
e. ADDIv olates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to
a division of
l Nl 1, or for n
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
web
Job Number: 136DCS123
Ply: 1
SEQN: 539477 / T20 / VAL
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL
Qty:A
FROM: AH
DRW:
Truss Label: V8
Wgt: 25.2 Ibs
/ ... 08/01/17
3'10" 7'8" _I
f 3'10" 3'10"
12 B=4X4
T e
E3X4(D1)=3X4(D1)
A C
1.�L Li
E
D 1112X4
7'8" -1
3'10" Aa 3'10" _I
f 3-10' } 78"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or `=PLF
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
E- 75 128 / 36 / - / 8 / 92.0
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
HORZ(TL):-0.005 D - -
Bearing E is a rigid surface.
Code/ Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 it
TCDL: 4.2 psf
CreepFactor: 1.5
Soffit: 2.00
BCDL: .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 Sid: 2007
Max BC CSI: 0.108
Chords Tens.Comp. Chords Tens. Comp.
A - B 189 -158 B - C 189 -158
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.100
Loc. from endwall: not in 9.00 it
FT/RT:20(0)/10(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 6/1/2013)
Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs)
Bot chord 2x4 SP #1 Webs Tens.Comp.
Webs 2x4 SP #3
Lumber value set "13B" uses design values B - D 336 -295
approved 1/30/2013 by ALSC
Wind�t1F1�1t���
Member design based on both MWFRS and C&C. '1E�
Additional Notes��
See DWG VAL160101014 for valley details.
No ?13
Z.10 t. STATE OF
s i
i . P�.
SERIAL
40015A38FF5081B08B7F4800992E85FB
shltItem ieasbecmakCtreas3 "'?fined and scaledbyLunue9Martino,
(R, tFc.KRrFa2{ cn k5odatp chow" ab� v, ta3g a SRZA l
antisemdira.tGas axdc.
ahtad copbnofthk doazxcni ma not canoIdered siomiand scaled
and tirx Str t�: avhbeDtkzj an code n.1 be arAf3ad rat aaydoctrank
covIaL
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. _Refer to and follow the latest edition of BCSI Building
Component Safety Information, by TPI and'SBCA) fo'r safety to performing these functions. Installers shall provide to porarryy
practices prior
bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attache�rimid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. Refer 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
bracing trusses.A this drawing
truss in conformance with ANSI PI 1, or for handling shipping, installation and of seal on or cover page
listing this drawing indicates acceptance of pr ) essiona engineering responsibility solely for the design shown. The suitability
this gnawing for any structure is the responsibility of the Building Designer ANSUTPI I Sec.2.
and use of per
For more information see this JoYs general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o ; SBCA: www.sbdndu .com; [CC: www.ic safe.or
Job Number: 136DCS123 I
Ply: 1
SEQN: 539478 ! T19 / EJAC
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL
Qty: 8
FROM: AH
DRW:
Truss label: EJ7 %
Wgt: 23.8 Ibs
/ ... 08/01/17
l
i
C
I
,q
` 12
6
O
tO
C7
Ch
2X4(A1) B I
It
1
A
i
D
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 it
Loc. from endwall: not in 4.50 it
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 "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
T
7'
Snow Criteria (P9,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in Ice L/defl L/#
Pt NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.014 D -
HORZ(TL): 0.031 D -
t
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.496
TPI Sid: 2007
Max BC CSI: 0.368
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 16.01.00F.0504.20
9� ..V. �-
SEMAL
40 0S 5A38 FF 5B 8180 BB 7F48 00 99 2E 85 FB
Thit Item hut" eketeoak4qiWad wd asalad by Mawol Martkner,
PE K. uc. C,i7ilaj On thedata sfiawn &&M w.ins a $NA+l
auWanGct�n�te.
Pointed ctpinceft isdoc amentzeenotcroeo kred Opt4and staled
Z tt"GmW1 ,R'fAricnG`QtkYi GYfdC tfli^.t� &£rif8^.d [a13t4'jefGKtfer'.
caviar.
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 336 1117 / 259 / - 1173 / 8.0
D 127 /20 /101 /- !- 11.6
C 171 /133 /91 /- /- /1.5-
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Big Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 77 -151
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
i
I
I
"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
flt Safety Information, byy TPI and'SBCA) foF safety practices prior to performing these functions. installers shall provide temporarryy
BCSI. Unless noted otherwise,top chord shall have proper )yy attached structural sheathing and bottom chord shall have a proppefly
aid ceiling Locations shown for permanent lateral restraint bf webs shall have bracing installed per BCSI sections B3, 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. (fifer to
60A-Z for standard plate positions.
a division of
,iri T,orTorn
acceptance
any structure
its g
drawin any failure to build the
on this drawing or cover page
re design shown. The suitability
0
4EBB 1828-Cal LL
Jobtfum6DC1 OL /DR Horton /4EBB 1828-Cali "C" LL OL I Wgt 6, Ibs I FROM: AH9479 / T12 / EJAC I DRW i 08/01/17 I
Truss Label: EJ7A
2X4(A'
T
Loading Criteria (psr)
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
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 "136" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
7'
7'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl 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
ti
e AW
y e
AW
ltk% STATEF �
40 01 SA38 FF 50 8180 B9 7F48 00 99 2€ 85 FB
Thu Item hmbaen nkctt a�y^�„rsrad andxsated by U'u- 1martiner,
Pf(R. U.: G47.IBYl on a SK44
acthcnCc�.t�cadm
rnvmdcs tasoit}ss do-..ct-ststaim not mnllderud s mte2M xalad
and Itse-r'-WI asdhentl=!I mde ns.t bava&& casaydcctrank
cKlos..
B
♦Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
A 270 179 1188 /- / 151 / 8.0 .
C 128 /21 1104 /- /- /1.5'
B 174 / 135 195 / - / - / 1.5
Wind reactions based on MWFRS
A Min Brg Width Req = 1.5
C Min Brg Width Req = -
B Min Brg Width Req = -
Bearing A is a rigid surface.
Bearing A requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-B 78 -152
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 0 0
"'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Ore extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted ojherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a progeny
iid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 63, 67 or 1 10,
e. Appty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. �tefer to
60A-Z for standard plate positions.
a division of
,ivi l,or Torn
acceptance
any structure
—1 nit_ noon —
Lis drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
a
Job Number: 136DCS123 Ply: 1 SEQN: 539480 / T16 / JACK
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 4 FROM: AH DRW:
Truss Label: BJ5 Wgt: 16.8 Ibs .. / ... 08/01/17
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
T
1' 5'
5'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: If
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C$C Dist a: 3.00 It
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP 91
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 CBC.
, Snow Criteria (Pg,Pf in PSF)
�Pg: NA Ct: NA CAT: Ni
Pf NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
le I Misc Criteria
I Code: FBC 2014 RES
Std: 2007
Factors Used: Yes
Type(s):
0
Defl1CSl Criteria
PP Deflection in loc Udell L/#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): -0.007 D - -
HORZ(TL): 0.010 D - -
Creep Factor. 1.5
Max TC CSI: 0.309
Max BC CSI: 0.182
Max Web CSI: 0.000
Mfg Specified Camber:
C
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 263 196 1208 / - / 129 18.0
D 90 /13 /70 /- /- 11.6
C 119 /93 /62 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
VIEW Ver: 16.01.00F.0504.20 Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
A- B 27 0 B- C 53 -120
+
SEAA
40 015A38 FF 5B 8180 BB 7F48 00 99 2E 95 FB
#k itamiras bcaat ckc�,�s�,nad aad sealad 6y fAarszr9 tAarttnes,
?E(ri. lic.C4rfH2f ont>.,a:dasesfwwte alxima araag353fA-1
i
rsiatcdccpksafirisdoe ,t.arxnotarasm&mdsknadi dwakd
andtiya 2aa�hcnY,a9�xrczade must be
!
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0'
``WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, bl�rr TPI and 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 810,
e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
60A-Z for standard plate positions.
a division of ITW Buildin!r��Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover Cage
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 ANSI/TPI 1 Sec.2.
Joti Number: 136DCS123
Ply: 1
SEQN: 539481 / T17 / JACK
4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL
Qty: 4
FROM: AH
DRW.
Truss Label: BJ3
Wgt:12.6 Ibs
/ ... 08/01/17
C
12
6
Cl)
O to
2X4(A1) B
C")
CV
A
D
3'
1'
3'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell L/#
LOG R / U / Rw / Rh / RL ! W
B 193 176 / 162 / - / 86 18.0
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
D 51 16 / 41 / - / - 11.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.003 D - -
C 64 151 / 30 / - / - / 1.5
Des Ld: 37.00
EXP: C
HORZ L -0.003 D - -
(T )-
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 00
Mean Height: 15.00 ft
TCDL: 4.2 psf
CreepFactor. 1.5
B Min Big Width Req = 1.5
D Min Brg Width Req = -
2.
Sofflt: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.174
C Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: D to h/2
TPI Sid: 2007
Max BC CSI: 0.072
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B requires a seat plate.
Loc. from endwall: Any
FT/RT:20(0)110(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 16.01.00F.0504.20
Chords Tens.Comp. Chords Tens. Comp_
Lumber
A- B 27 0 B- C 29 -105
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Maximum But Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Chords Tens.Comp.
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
B - D 0 0
WindH�6t11;
Member design based on both MWFRS and C&C.
n No 718 »
s
w
�
STATE OF
a
A"
h
OR CS,
f
�?°{'
SER!Ai.k
40 015A38 FF 5B 81B0 88 7F48 00 992E 85 FB
This itainttaa bcmekrsensuca: /zi�trcd and staled by maxv d Kftrttacs,
PEER. lit. 0471M1 on madwA stwa3a aba- u.ing a SHA•1
M1thentisrU==de-
Frulyd eapws ofthk doeu=rAt not eretsldrood st-ntd and salad
=d tL . acthantaatianmde nsst ha ar &L-J cn oAV dectrade
aagias.
"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
� fo'r to these functions. Installers temporary
Component Safety Information, byy TPI an SBCA) safety practices prior performing shall provide
bracing BCSI.. Unless noted otherwise,top chord shall have attached structural sheathing and bottom chord shall have a propperly
per properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face. of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (refer to
drawings 160A-Z far standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this rawing or cover page. .
listing this drawing indicates acceptance of pr ) essiona engineering responsibility solely for the design shown.
this for is the the Building Designer ANSI/TPI 1 Sec.2.
The suitability
and use of thawing any structure responsibility of per
For more information see thisJob's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o ; SBCA: www.sbcindu .corn: ICC: www.iccsafe.org
14
Job Number:
4EBB 182B-Cal 6C LL1 OL /DR Horton /4EBB 1828�Cali "C" LL OL I y: 12.6 Ibs I FROM: AH 0271 T34 / EJAC I DRW % 08/01/17 I
Truss Label: EJ3A
Loading Criteria (psq
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 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 endwali: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 611/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "l3B" uses design values
approved 113012013 by ALSC
Wind
Member design based on both MWFRS and C&C
Left cantilever is exposed to wind
Left bottom chord exposed to wind.
C
Y
O
�
CV
1'
3'
3'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioc Udefi U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
Lu:
VERT(LL): NA
B 190 193 / 201 / - / 86
/ 3.5
NA Cs: NA
VERT(TL): NA
D 52 / 34 / 74 / - / -
/ 1.5
Snow Duration: NA
HORZ(LL): -0.003 D -
C 66 / 50 / 37 1- ! -
/ 1.5
HORZ(TL):-0.003 D - -
Wind reactions based on MWFRS
Code I Mi. Criteria
Creep Factor. 1.6
B Min Brg Width,Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.178
D Min Brg Width'!Req = -
TPI Std: 2007
Max BC CSI: 0.678
C Min Brg Width Req = -
'surface.
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid
FT/RT:20(0)/10(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 27 0 B-C
29 -106
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0.
No 047182
STATEOf
40 015A 38 FF 50 81BO BB 7F48 00 99 2E 85 FB
Thuitornhn be,nm d%"[ad in v4a—r maruw.
?E ft. Lt¢.otTrsal angle daV shown abwm wing a SRA+l
04tEiCnG`+C7tivi9 CAd¢.
I
aMtedcaphsD16"documcmta mot cisnid¢rads4ntdand scaled
and the-%,2 asahent'xatidccadernust he WAftd.ar ac ydectmnk
ccyi¢s.
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
i require extreme care in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building
nen Safety Information, bV TPI and SBCA) toy safety practices prior, to pertorming these functions. installers shall provide teWporary
er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro perly
riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
liable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions_ 1
a division of ITW Buildini�Components Group Inc. shall not be respohsible for any deviation from this drawing,any failure to build the
conformance with ANSIffPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
this drawing indicates acceptance of professional engineering responsibtirty 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.
Jab Number: 136DCS123
Ply: 1
SEQN: 539483 / T18 / JACK
4EBB 1828-Cali "C" LL OL /DR Horton MEBB 1828-Cali "C" LL OL
City: 4
FROM: AH
DRW:
Truss Label: BA
Wgt 11.2lbs
/ ...
08/01/17
12
6 C
B
2X4(A1) ce
o
T
.�
4"3
A
D
1'
1r
1411
Loading Criteria (pso
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U 1 Rw I Rh / RL
/ W
B 150 / 77 / 145 / - / 42
/ 8.0
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
D 11 110 / 18 I - / -
/ 1.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.000 D - -
C -14 / 28 / 25 / - /-
/ 1.5
Des Ld: 37.00
EXP. C
Mean Height: 15.00 ft
HORZ(TL): 0.000 D - -
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
NCBCLL: 10.00
TCDL: 4.2 psf
Code / Misc Criteria
Creep Factor. 1.5
D Min Brg Width Req = -
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.163
C Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.015
Bearing B a rigid surface.
Spacing: 24.0 "
P 9=
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.000
r
Bearing B requires a seat plate.
Loc. from endwall: Any
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per
Ply (lbs)
Wind Duration: 1.60
WAVE
VIEW Ver: 16.01.00F.0504.20
Chords Tens.Comp. Chords
Tens. Comp.
Lumber
A-B 27 0 8-C
28 -19
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Maximum Bot Chord Forces Per
Ply (Ibs)
Bot chord 2x4 SP 91
Chords Tens.Comp.
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
B - D 0 0
Wind
Member design based on both MWFRS and C&C.
Tygy-"
r 047182
a
r(
sir
STATE Of e
t
SERIAL t
40 01 5A38 FF 55 8180 BB 7F48 00 99 2E 85 FB
:'i is lttm?<'xa bsenmlxezzm° s ncd afisaiad by Mmtl Mwtktz,
,"Sin,l.d$72E21 M L4x da3c zhawn abov�t u^aag 95NA-3
a33iEienCdaflid'acOde.
7ratrdco¢ sortfdsdocum=asamot ccnsi&rvdsgnrdandwalad
and kl ¢a Mit-2 avAcnr;mdaacademut Uvedfcd on wIdcctrank
arrdm..
**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses requ!re extreme care in fabricating, h indlin shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building
to these functions. Installers temporary
Componen[ Safety Information, by TPI and SBCA) for safety practices poor performing shall provide
bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attache�ripiciceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections
B3, B7 or 10,
kefer
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise.
to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildinpp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
installation bracing trusses.A this drawing
truss in conformance with ANSI PI 1, or for handling shipping, and of seal on or
listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown.
cover page. ,
The suitability
and use of this thawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2.
For more infonnallon see this "ob's general notes page and these web sties: ALPINE: www.al ineitw.com; TPI: www. into ; SBCA wrww.sbdndu .com• ICC: www.iccsafe.o
Job Number: 136DCS123 Ply: 1 SEQN: 689025 / T31 / JACK
4EBB 1828-Cali "C" LL OL/DR Horton 14EBB 1828=Cali "C" LL OL Qty: 4 FROM: AH DRW:
Truss Label: BJ1A 1 1 Wat: 11.2lbs / ... 08/01/17
,i
4"13
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 Al
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C
Left cantilever is exposed to wind
Left bottom chord exposed to wind.
12
6 F,7-
C
2X4(A1) B
1IT
M T
o to
r
�- 1 t —+
'1
1'
Snow Criteria (Pg,Pf in PsF)
Def11CSl Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct NA CAT: NA
PP Deflection in too Udell U#
Loc R / U / Rw / Rh ! RL
/ W
Pf: NA Ce: NA
VERT(LL): NA
B 134 190 / 155 1- / 42
/ 3.5
Lu: NA Cs: NA
VERT(TL): NA
D 13 / 3 / 11 / - ! -
/ 1.5
Snow Duration: NA
HORZ(LL): 0.000 D - -
C 1 / 19 118 / - !-
/ 1.5
'
HORZ(TL): 0.000 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor. 1.5
B Min Brg Width'Req = 1.5
136g Code: FBC 2014 RES
Max TC CSI: 0.163
D Min Brg Width Req = -
TPI Std: 2007
Max BC CSI: 0.013
C Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
FT%RT:20(0)/l0(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 25 0 B-C
19 -16
047182
STATE OF
SERIAL t
40 015A38 FF 50 81 B0 BB 7F48 00 99 2E 85 FB
Shltitamirssl�eeneleWcntcaiys�med ms9scalad try tAaruct krartinra,
e£(R. It 04716tor tha&94 AMR abWm trng aSM-1
aemGtattesscrd¢.
Pb"d cepm1of%fs's doecxrrrtarm mot z==&Tad dand snaiad
and tMs+nL3 aufhentkatimsca7e en+ts[ tae Nrdf9d.cas aeydettra�
"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACT
I require extreme care in fabricating, handlingshipping, installing acid t
nen[ Safety Information, bVV TPI and SBCA) safety practices pnorlto
per BCSI. Unless noted a herwjse,top chord shall have properly attach
i rigid ceiling. Locations shown for permanent lateral restraint of webs
cable. Apply plates to each face of truss and position as shown above
is 160A-Z for standard plate positions.
a division of ITW Buildin�IL�Components Group Inc. shall not be re,
conformance with ANSIIfPI 1, or for handling shipping, installation an
this drawingg indicates acceptance of professional engineering
;e of this d�awing for any structure is the responsibility of the 8u
information see this job's general notes page and these web sees: ALPINE: www.aipine
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
INCLUDING THE INSTALLERS
I. Refer to and follow the latest edition of BCSI (Building
ming these functions. Installers shall provide temporary
icturai sheathing and bottom chord shall have a properly
lave bracing installed per BCSI sections B3, B7 or B10,
on the Join f Details, unless noted otherwise. kefer to
r any deviation from this drawing,any failure to build the
)mg of 1nlsses.A seal on this drawing or cover pa e
nsibtlity solely for the design shown. The suitability
Job Number: 136DCS123
Ply: 1
SEQN: 539485 ! T21 ! HIP_
4EBB 1828-Cali "C" LL OL /DR Horton MEBB 1 B28-Cali "C" LL OL
Qty: 2
FROM: AH
DRW:
Truss Label: CJ7
Wgt:42.0Ibs
/ ...
08/01/17
6'3" 9110"1
f 67 37"
D
4.24 p y3X4 C
in zo
'v
2X4(A1) B
T
4� 3
A
G =5X6
1112X4
F E
17 6'1"4 + 37
1 61,1
6'1"4 9'3"4
911
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi1CSl 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
B 326 / 154 !- /- /-
/ 10.6
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): 0.014 G 999 240
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.032 G 999 180
E 410 / 129 / - 10 / 0
/ 1.5
BCDL: 10.00
Risk Category: If
Snow Duration: NA
HORZ(LL): 0.004 F - -
D 168 / 132 / - / - /-
/ 1.5
Des Ld: 37.00
EXP: C
HORZ(TL): 0.009 F - -
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 0.00
Mean Height: 15.00 ft
Creep Factor. 1.5
B Min Brg Width Req = 1.5
Soffit 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.316
E Min Brg Width Req = -
D Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h12
TPI Std: 2007
Max BC CSI: 0.308
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: No
Max Web CSI: 0.247
Bearing B requires a seat plate.
Loc. from endwall: NA
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per
Ply (Ibs)
Wind Duration: 1.60
1 WAVE IVIEW
Ver: 16.01.00F.0504.20
Chords Tens.Comp. Chords
Tens. Comp.
Lumber
A - B 9 -6 C - D '
59 -74
Value Set: 13B (Effective 6/1/2013)
B - C 295 -638
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Maximum Bot Chord Forces Per
Ply (Ibs)
Webs 2x4 SP #3
Chords Tens.Comp. Chords
Tens. Comp.
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
B - G 578 -259 F - E
0 0
G - F 570 -262
ttt��t$idfij�
Loading
Hipjack supports 6-1 1S setback jacks with no webs.e�e&" a
Web Forces Per Ply
Maximum (Ibs)
°,r dw.
Wind� ' a•
Webs Tens.Comp. Webs
Tens. Comp_
G - C 181 0 C - F
314 -684
Wind loads and reactions based on MWFRS.
No 4ii8
wk
" STAT E OF
�Ai
1#NL JN
0*1141,11ifil
SERIAL#:
40 01 SA 38 FF 56 81 BO BB 7F48 00 99 2E 85 FB
chititamhasbtmcktr�is nadand sealadbyPA vlMarttnes,
ue.r«czusal an thedaw shown abe w..3,ig asK%Ai
sot3sant�.4�rnc;yda.
Fmtndeoparsof this do.er__=atmnot axuii raddgrtdand wmled
and ttc Si%A.1 avllheoCotswaCdc ra-t be dfad en aefrdoctrank
copiaL
"`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) y 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 webs shall have bracing 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 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
miss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this rawing or cover page_ ,
listing this drawing indicates acceptance of professionaQ engineering responsibility solely for the design shown.
Q�awing
The suitablitty
and use of this for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2.
For more information see this ab's general notes page and these web sites: ALPINE: www.el ineilw.com; TPI: www. inst.o ; SBCA www.sbcindu .com; ]CC: wwWoesafe.ong
Job Number:
4EBB 1828-CaLL36DC1 OL /DR Horton MEBB 1828-'ICali "C" LL OL I Wgt 16.8 Ibs I FROM: AH 029 / T29 /HIP_ I DRW / ... 08/01/17 I Truss Label: CJ3A
12
4,24
d-
ti
2M(A1)B CO
4"8
A
1 D
TF - E
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
Des Ld: 37.00 EXP. C
Mean Height: 15.00 ft
NCBCLL: 0.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/l/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Loading
Hipjack supports 2-11-8 setback jacks with 0-0-12
cantilever one face; 0-0-12 cantilever opposite face.
Wind
Wind loads and reactions based on MWFRS.
Left bottom chord exposed to wind.
4r2"3
4'2"3
)w Criteria (Pg,Pf In PSF)
Def11CSl Criteria
♦ Maximum Reactions (Ibs)
NA Ct: NA CAT: NA
PP Deflection in foe Udell U#
Loc R / U / Rw / Rh / RL
/ W
NA Ce: NA
VERT(LL): NA
B 123 172 /- /- /-
14.9
NA Cs: NA
VERT(TL): NA
D 22 /- ill 1- / -
11.5
tw Duration: NA
HORZ(LL): 0.000 D - -
C 56 / 43 /- /- / -
/ 1.5
HORZ(TL): 0.001 D -
Wind reactions based on MWFRS
le / Misc Criteria
Creep Factor. 1.5
B Min Brg Width Req = 1.5
g Code: FBC 2014 RES
Max TC CSI: 0.134
D Min Brg Width Req = -
Std: 2007
Max BC CSI: 0.031
C Min Big Width Req =
r Factors Used: No
Max Web CSI: 0.000
Bearing B is a rigid surface.
RT:20(0)110(0)
Mfg Specified Camber:
to Types):
Maximum Top Chord Forces Per
Ply (Ibs)
Chords Tens.Comp. Chords
Tens_ Comp.
VE
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
'( o 0471.62
VAT E OF
SERIAL k
40 01 SA39 FF 50 8180 BB 7F48 00 99 2E &5 FB
iklc ltattsTvtsixcsiek s%ad zmd c fad by 1 tauA Martiner,
PE K. lk. c47mil an the&u shown abx tra,g 25xu.1
acffisenCcat%aa aaia.
rmted rcpt¢s,aftpg dotcr,.xat not CMr1& =d ugnctiand zealad
and tFcSPA aavdh6timtzaoMe nit Qa vtd ftd an asy e3tttionk
capias �
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a division of
INi 1, or Torn
acceptance
any structure
:stramt oT weds snap nave bracing mstauea per u,
as shown above and on the Join?Details, unless
on
n of BCSI (Building
provide terhporarryy
call have a pro any
ns B3, B7 or 910,
ierwise. hefer to
failure to build the
g or cover page
in. 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
Ori 140 Mph Wind Speed,15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Or, 120 MDh Wind Speed, 15' Mean Helmht, Partlally Enclosed, Exposure D, Kzt = 1.00
S
2x4 Brace
Gable Vertical
pacing Species Grade
No
Braces
(1) Ix4 'L' Brace x
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace NN
(1) 2x6 'L' Brace x
(2) 2x6 'L' Brace NO
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
4f
r
#1 / #2
3' 10,
6' 7'
6' 10'
7' 9'
8' 1'
9' 3'
9' 7'
12, 2'
12' 8'
14' 0'
14' 0'
-
S P f
F
#3
3' 8'
5' 9'
6' 2'
7' 8'
7' 11'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14, 0-
Stud
3' 8'
5' 9'
6' 1'
7' 8'
7' It'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0'
o
Standard
3' 8'
4' 11'
5' 3'
6' 7'
7' 1-
8' 11'
9' 6'
10' 4'
11' V
14' 0'
14' 0'
01
4' 0'
1 6' 8'
6' 11'
7' 10'
8' 2' 1
9' 4'
9' a,
12' 4' 1
12' 9'
14' 0'
14' 0'
-J
S P
#2
3' 10'
6' 7'
6' 10'
7' 9'
8' V.
9' 3'
9' 7'
12' 2' 1
12' 8'
14' 0'
14' 0'
#3
3' 9'
5' 3'
5' 7-
6' 11'
7' 5'
9' 2'
9' 7'
10, 11'
11' 8'
14' 0'
14' 0'
F L
Stud
3' 9'
5' 3'
S' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10, 111
11' 8'
14' 0'
14' 0'
d
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' B.
10' 4'
13, 1'
14' 0'
U_
#1 / #2
4' 5'
7' 6'
7' 9'
8' 10,
9' 3'
10' 7'
11' 0'
13, 11'
14' 0'
14' 0'
14' 0'
S P F
#3
4' 2'
7' V
7' 9'
8' 9'
9' 1'
10, 5'
10, 10'
13, 9'
14' 0'
14' 0'
14' 0'
i
U
Ll
Stud
4' 2'
7' V
7' 6'
8' 9'
9' 1'
10, 5'
to, 10,
13' 9'
14' 0'
14' 0'
14' 0'
O
fl P
Standard
4' 2'
6' V
6' 5'
8' 1'
8' 8'
10' 5'
10' 10'
12, 8'
13' 7'
14' 0'
14' 0'
#1
4' 7'
7' 7'
7' 11'
9' 0'
9' 4'
10, e'
11' 1'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 5'
7' 6'
7' 9'
e' 10'
9' 3'
10' 7'
11' 0'
13' 11'
14' 0'
14' 0'
14' 0'
QJ
D F L
#3
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10111,
13' 4'
14' 0'
14' 0'
14, 0'
Stud
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' G'
to, 11'
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
8' 0'
10, 2'
to, 10,
11' 10,
12' 7'
14' 0'
14' 0'
.�
#1 / #2
4' 10'
8' 3'
8' 7'
9' 9'
10' 2'
10' 7'
12' V
14' 0'
14' 0'
14' 0'
14' 0'
d
S P F
#3
4' 7'
8' 2'
1 8' 5'
9' 8'
10, 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
L7
lJ
F
Stud
4' 7'
8' 2'
8' 5'
9' e'
10, 0'
Il' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
O
H
11
Standard
4' 7'
7' 0'
7' 5'
9' 4'
10, 0'
11' 6'
0
12' '
14' 0'
0
14' '
14' 0'
14' 0'
X
#1.
5' V
8' 5'
8' B'
9' 11'
10' 3'
ll' 9'
12' 3'
14' 0'
0 14' '
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'
r I
U F L
Stud
4' 9'
7' 4'
7' 10'
9' 8'
10' 1'
11' 7'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4. 7'
6' 6'
6' 11'
8' 8'
9' 3'
11' 6'
12, 0'
13' 7'
14' 0'
1 14' 0'
1 14' 0'
able Truss
Diagonal brace option:
NT
vertical length may be
doubled when diagonal
18'
W
brace Is used. Connect
L
I
diagonal brace for 600#
'L'
-Ij-
at each end. Max web
Brice
total length Is 14'.
31E3IE
II
2x6 DF-L #2 or
better diagonal
r
1
Vertical length shown
bracei single
1B,
In table above.
i
or double cut
L
1
45'
(as shown) at
i
upper end.
Connect diagonal at
midpoint of vertical wet
a Lp0
AN ITWNMPANY
e 13309 Lakefront Dnve
Earth City, MO 63045
Refer to chart above
VARhD1KrP. READ AND FBLLOV ALL NOTES -ON THIS DRAVDG
..nIPCQ2TNliw. FURIlW THIS DRAWDZ TO ALL CONTRACTORS ➢ICLUDING THE V=ALLUM
C XI'
� Q` \GEN&
Trusses require extreme are In fabricating, h",Mg,•sNpplrp, InstalUn and bracing. Refen-to and
Fallow the latest emtbn of BCSI (Binding Component Safety Information, by TPI oM SBCA) forlsafety
NA{
prncHces prior to perfornbg those functions. Installers shall provltlo temporary bw= per PLYL
Unless ted otheMse, top chord shall have property attached structural she¢ hog and botton chord
no
�! y
/
shall have a property attached rigid ceNnD. Locations shom for permanent lateral restraint of vets
face
- d
shall have bracing Installed per BCSI sections 43, B7 or BIB, as apphkabte. Apply plates to each
of truss and position me shown above and an the Joint Details,ecs rated othervlse.
Refer to drawings 16CA-2 for standard plate postAlons.
Alpine, a atlisi n of ITV Building Conp-.ts Group Inc shall not be responsatle for any deviation from
:# �
yap, fl1 V,
this drawing, any Falture to buRd the truss H conformance with ANSI/TPI 1, or for handling, shipping,
hstallatbn s bracing of trusaes
A seal on tlds dlaw#g page Usthfg this drowlrg, ttdtcates acceptance of prafesslorol
enBtneer'Ng re ty solely for the design shown The sultuhlity and use of ti" drnwlrg
y i\
'�fx
for struetiae the of ea St, S
any respansbllty
Job's ganaraBulteft
c sites' For nore Information see this
es page these
ALPINE, wwwatpbroite.conl TPL -wtpbmtargi SBCA, wwv.sbcb dustry.org) tM .-I-safe-9
Bracing Group Species and Grades,
Group AI
S ruce-Pine-Fir Hen -Fir
#I / #2 Standard 1 02 1 Stud
03 Stud I I__#3 Standard
Dou las Fir -Larch Southern Pine...
#3 #3
Stud Stud
Standnrd I Standard
Group Di
Hen -Fir
#1 t4 Btr
xl
Dou las Fir -Lurch Southern Pine...
#1 #t
x2 a2
Ix4 Braces shall be SRB (Stress -Rated Board).
..For Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these rndes.
Goble I russ Detail Notesi
Wind Load deflection criterion Is L/240.
Provide uplift connections for 75 p(f over
continuous bearing (5 psf TC Dead Load),
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3.O' min) Halls.
A For (1) 'L' braces space nails at 2' ox,
In 18' end zones and 4' o.c. between zones.
)IOWor (2) IL' braces, space nails at 3' o.c.
In IB' end zones and 6' o.c. between zones,
'L' bracing must be a minlmun of BOX of web
member length.
Gable Vertical Plate Sizes
Vertical Length No S lice
Less than 4' 0' 2X3
Greater than 4' 0', but 3X4
less than 11' 6'
Greater, than 11' 6' 4114
+ Refer to common truss design for
peak, splice, and heel plates.
Refer to the Bullding Designer for conditions
not addressed by this detall.
REF ASCE7-10-GAB16015
DATE 10/01/14
DRWG A1601-iENC101014
TOT, LD. 60 PSF
AX. SPACING 24,0'
r
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or- 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or- 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
fir. 12n innh Wind IR—pd. 3n' Mp HMl Int. Pnrtially Fncinspd. Fxnnsurp D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
(1) !x4 'L' Brace r
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace slim
(1) 2x6 'L' Brace r
(2) 2x6 'L' Brace NO
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
U.
p
S i F
H
#1 / #2
3' 8'
6' 3'
6' 6'
7' 5'- -
-7' 8'
8' 9'
9' 2'
11' 7'
12. 0'
13' 9'
14' 0'
#3
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
8' 8'
9' 1'
11' 3'
11' ill
13' 7'
14' 0'
Stud
3' 6'
S' 4'
5' 8'
7' 2'
7' 7'
8' 8'
9' 1'
11' 2'
11' it,
13' 7'
14' 0'
o
F
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' il'
9' 8'
10' 4'
13, 1'
14, 0'
131
#1
3' 10'
6' 4'
6' 7'
7' 6'
7' 9'
8' 11'
9' 3'
111 9'
12' 2'
13, 11'
14' 0'
#2
3' 8'
6' V
6' 6'
7' 5'
7' B'
8' 9'
9' 2'
11' 7'
12' 0'
13, 9'
14' 0'
#3
3' 7'
4' 10'
5' 2'
6' 5'
61 11'
8' 9'
9' 1'
10, 1'
10, 10,
13' 8'
14' 0'
D F L
Stud
3' 7'
4' 10'
5' 2'
6' 5'
G' 11'
8' 9'
9' 1'
10, 1'
10, 10,
13, 8'
14' 0'
d
Standard
3' 3'
4' 3'
4' 7'
5' 8'
6' 1'
7' 9'
8' 3'
8' it,
9' 7'
12, 2'
13, 0'
U
_
4-'S
p
i F
#L / #2
4' 2'
7' 2'
7' 5'
8' 5'
e' 9'
10, 1'
10, 6'
13' 3'
13' 9'
0
14' '
14' 0'
#3
4' 0'
6' 7'
7' 5'
8' 4'
8' 8'
9' Il'
10' 4'
13' V
13' 7'
14' 0'
14' 0'
U
F�
Stud
4' 0'
6' 7'
7' 0'
8' 4'
8. 8'
9' it,
10' 4'
13' V
13' 7'
14' 0'
14' 0'
o
1
Standard
4' 0' -
5' 8'
6' 0'
7' 6'
8' 0'
9' Il'
10' 4'
11' t0'
12' 8'
14' 0'
14' 0'
QJ
S
#1
4' 5'
7' 3'
7' 6'
8' 7'
e' 11'
10, 2'
10' 7'
13' 5'
13' 11'
14' 0'
14' 0'
#2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10, 1'
10, 6'
13' 3'
13' 9'
14' 0'
14' 0'
#3
4' V
5' 11'
6' 4'
7' 11'
8' 5'
10. 0'
10, 5'
12' 5'
13' 3'
14' 0'
14' 0'
0)
D F L
Stud
4' V
5' 11'
6' 4'
7' 11'
8' 5'
10' 0'
10' 5'
12, 5'
13' 3'
14' 0'
14' 0'
Standard
4' 0'
5' 3'
5' 7'
7' 0'
7' 6'
9' 5'
t0' 2'
11' 0'
11' 9'
14' 0'
14' 0'
#1 / #2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
10' V
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
CS
U
S P F
u
#3
4' 5'
7' 7'
81 1'
9' 2'
9' 6'
10' il'
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
Stud
4' 5'
7' 7'
B' 1'
9' 2'
9' 6'
10, 11'
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
X
o
I� F
Standard
4' S'
6' 6'
6' I1'
8' 8'
9' 3'
10, 11'
11. 5'
13' 7'
14' 0'
14' 0'
14' 0'
#1
4' 10'
B' 0'
8' 3'
9' 5'
9' 9'
Il' 2'
it, 8'
14' 0'
14' 0'
14' 0'
14' 0'
d
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'
�i
D F L
#3
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
11' 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
Stud
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
It' 0'
11' 6'
14' 0'
14' 0'
l4' 0'
0
14' '
Standard
4' 5'
6' 1'
6' 5'
8' 1'
8' 7'
1 10' 11'
ti' S'
12' 8'
13' 7'
1 14' 0'
able Truss
t
Diagonal brace option-
- _T
vertical length may be
_ _ -_ - --
I
doubled when diagonal
- - -
18'
X
brace Is used. Connect
diagonal brace for-690#-----
at -entl, end. Max web
Brace
total length Is 14'.
li(lIl
l
i
2x6 DF-L #2 or
better diagonal
r
Vertical length shown
brecel single
1e,
In table above.
or double cut
45•
(as shaven) at
L
1
_
upper end.
Connect dingona"l at
nidoolnt of vertical web.
d &k
AN ITWCOMPANY
13389 Lakeiont Dew.
Eadh City. MO 63045
`Wl
1�1
41 Refer to chart above for max,gtaweIINlrq(N4{ leng-
wwVARNDlGhw READ AND FOLLOW ALL NnU IN TMS DRAVDGI
wrDMTANT- FURMSH THIS DRAVIM TO ALL Ib1TRACT(IRS WCLUDWG THE DWALLIRS
.��` •`gV1111ify
`�
'uses require ewt-- care In fabrkadng, handling, shippbg, hstalRn9 and bracing. Refry to and
be the latest edition of SCSI ®uldyq Component Safety Information, by TPI and SBCA) for safety
\�p`
` l7
,etiees Wor to pwforeJng these functions. Installers sent! provide temporary bracing per BCSL
ess noted otherwise, top chord shall have properly attached structural sheathing and botton chord
IL have a property attached rigid ceahg. L-atkxis seam for ptrnan-t lateral restraint of webs
dl haw brucing Installed per SCSI sections 83, 87 r Eta, as applkes able. Apply platto each Face
= NO
A
Sr'Ss and pos ion as shown above end on the Joint Detols, untecs noted otherwise.
= 7l
'er to drawhgs I6GA-2 for standard plate positions,
1phe, a division of Iry BukoQ Inc, shalt Group Inshalt not be responsible for any deviation from
t drawing, any falure to bull the truss In Conformance Wth ANSI/TPI I, or for hnnWng, shlppho,
Lnlbtlon b bracing trusses.
a ATE OF
AllP.
of
seal on this drawing r cover page listing this drawing, indicates o=eptance of prefesslonat
wery�p reapansgaity solely for the de shorn TM suitability end use of this d—Ing
i.-✓O C Q RV0
any s�r1aC the ildin Me Designer
1 •: the Building
per AUSand [ SecFar
f'
'f AAh1�p1 t!
armor=nattytion see this nera andse
more sites,
sitenfvarg
ALPM
¢g4 4 islNFile.
wMalpinelte.conl TPII wn.tphst, orgi rates page eb
t!!i
'Bracing Group Species and Grades,
Group AI
S ruce-Pine-Fir Hem -Fly
#1 / 02 [Standardl 1 #2 1 Stud
#3 1 Stud 1 03 Standard
Dou as -Fir -Larch Southern Pinerrr
#3 #3
Stud Stud
Standard Standard
Group Bi
Hen -Fir
UI 4 Btr
#1
Dou las Fir -Larch Southern Plnewer
#1 #1
#2 #2
Ix4 Braces shall be SRB (Stress -Rated Board),
■xFor lx4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these odes.
Gable I russ l.letail NOtesi
Wind Load deflection criterion Is L/240.
Provide uplift connections for 135 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach'L'_braces- with- l0d-_(0,128'x3.0' m1n) malls.
_--)K For (1) 'L' brace, space naps at 2' oc.
In IS' end zones and 4' o.c, between zones.
310KFor (2) 'L' braces- space nails at 3' o.c.
In 18' end zones and 6' o.c. between zones.
'L' bracing must be a minimum of 80% of web
member length,
Gable Vertical Plate Sizes
Vertical Len tin No Splice
Less than 4' O` 2X4
Greater than 4' 0', but 4X4
111 less th¢n 12' 0'
Refer to common truss design for
jl
peak, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detn0,
REF ASCE7-10-GAB16030
DATE 10/01/14
DRWG A16030ENC101014
TOT. LD, 60 PSF
SPACING 24,0'
'1
Relnfo
Memk
Ga
Tr
Gable Detail
Fnr, I at -in Vartirnlcr
Gable Truss Plate Sizes
tproprlate Alpine gable detail for
> sizes for vertical studs.
Engineered truss design for peak,
b, and heel plates.
vertical plates overlap, use a
to that covers the total area of
apped plates to span the web.
2X4
2X4 2X8
Provide connections for uplift specified on the engineered truss design,
Attach each 'T' reinforcing member with
End Driven Nailsr
10d Common (0,148'x 3',min) Nails at 4' o.c. plus
(4) malls In the top and bottom chords.
Toenailed Nails,
Iod Common (0,148'x3',min) Toenalls at 4' oc. plus
(4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detall for ASCE
wind load.
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A31515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A16015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A20030ENDIDIO14, A20030PEDIOIO14
See appropriate Alpine gable detail for maximum unreinforced gable vertical length,
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toe -nail - Or - End-nalt
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length <based on
appropriate Alpine gable detail).
Maximum allowable 'T' reinforced gable vertical
Length Is L4' from top to bottom chard.
'T' reinforcing member material must match size,
specie, and grade of the 'L' reinforcing member.
lib Length Increase w/ 'T' Brace
Examples
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'o.c. SP N3
'T' Reinforcing Member Size = 2x4
'T' Brace Increase (From Above) = 30% = 1.30
(1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
1.30 x 8' 7' = 11' 2'
•T' Relnf,
Nbr, Size
'T'
Increase
2x4
30
2x6
20
.NARNBIf� READ Afro FX.LDv ALL MUTES DM THIS BRAVINGI r"� - "++'+ REF LET -IN VERT
..mPURTAMTM FURNISH TMS BRAVING TO ALL CONTRACTORS MOULDING THE BMALLERS
Trusses require extreme care h fahriwtirp hondltrV shlpping, installing and bracing. Refer to and
fmta. the Blest emvm Of SCSI ®v0.mrg [onponant Saivty Infornntbn by TPI and SBCA1 for raeety \ Y DATE 10/01/14
practkas prbr to perfe-ft these functicns. Instatters shall provide tenporory bm-cl par BCSL
Unt ss noted otherwise, top chord stall have property attached structural Shea oral bottom chord J
shall have a property atteched W ceetng. Locations shorn For per.nnent lateral restrolnt of robs _ DRWG GBLLETIN1014
had have b-Ing Installed per B SI sacttons 83, B7 or 810, as apppl1l1ccnnble, Apply plates to eneh Fece � C
I� f truss and ppoosition os shorn above and on the Joint Details, u 0.ess noted atheralse,
d �p� Refer to drarags 16CA-Z for standard plate positions. r
A(p41g:=
ivLtlon oP RV BWdlnp l.anponents Group Inc shall not be respanstble for any tleNntlon fro.
AN rrwooMflnNr this drany Paaare to bWd thr tress b anfornarxe rith ANSI/TPI 1, or far lamm�e, erroane - ST TE OF / i,X, T❑T, LD. 60 PSF
Mstella. bracing of trusces.
A seraakp or aver page ust4g this tlrawNp WRcates ncnptonce oP prgfessbrol z 'O
e'01r:sWliq solNy fm the design afnm The .trtahllty and rue of t4nh dror4g -. 9q �< O R>aoP1w UR, FAC, ANY
13389 Lakefront Drive for Is tht respans6ltty of tho lh+0.eWng Dezlgner per NtS[/IPI t Sec2 A
Earth City, MO 63046 a a For nore�fornatrarosae this b•>Ngarerat noteAs� ge nrd thes�rreb sitesnre....,. ',�.�\.n,�. -�.\E?�,,��`� MAX, SPACING 24,0°
r
Valley Detail - ASCE 7-10: 160 Mph,
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better.
Bot Chord 2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better.
*x Attach each valley to every supporting truss -with
(2) 16d box (0,135' x 3,5=) nalls toe-nalled for
ASCE 7-10 160- mph. 30' Mean Height, Enclosed
Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00
Or
ASCE 7-10 140 mph. 30' Mean Height, Enclosed
Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00
Bottom chord may be square or pitched cut
as shown.
Valleys short enough to be cut as solid triangular
members from a single 2x6, or larger as required,
shall be permitted In lieu of fabricating from
separate 2x4 members.
All plates shown are ITW BCG Wave Plates.
12 3X4
12 Max.
2X4 X4
-- 8-0-0 max
4X4
12
12 Max. --- _
1X3
1X3
5X4/SPL
30' Mean Height, Enclosed, Exp. C, Kzt=1,00
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of
web, same species and grade or better, attached with 10d box
(0.128' x 3,0') Halls at 6' o,c. In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at mid -length of web is permitted with diagonal
bracing as shown in DRWG BRCLBANC1014,
Top chord of truss beneath valley set must be braced with,
properly attached, rated sheathing applied prior to valley truss
Installation.
Or
Purlins at 24' o,c. or as otherwise specified on engineer's sealed design
Or
By valley trusses used in lieu of purlin spacing as specified on
Engineer's sealed design.
xxx Note that the purlin spacing for bracing the top chord of the truss
beneath the valley is measured along the slope of the top chord.
++ Larger spans may be built as long as the vertical height does
not exceed 14'-0'.
Valle
Spacing
Pitched Cut Square Cut
Bottom Chord Bottom Chord
Valley Toe-nalled Valley
2X4
� SQL
2X4 4X4
if
Stubbed Valley ❑ptionat-Hip
End Detall __ --- -Joint Detail
e�
u55r5 Partial Framing
20-0-0 (++) at 24' o.c, Plan
Supporting trusses at 24' o.c. maximum spacing,
llauuni,irurh
nvAW s i�AD Ai1B fT71DY u1. WTCS oN THIS mrwtrM
a11 PUW E18 THIS naAwr6 M ALL MIR.= Bel .THE BCTALMM
`` `j� AR '''+
TC LL 30
30
40PSF
REF VALLEY DETAIL
Trusses requte ewtrme care h fobrlcstinp, handUnp, sHpphg, Instal6np and brnWy Refer to and
follow the Fnttat edition of SCSI (B.Ae1Iv C—ponent Safety hifornoticn, gy TPI and SBpU for safety
`Et,+ i,�
C DL 20
15
7 PSF
DATE 10/Ol/2014
practices prior to perforNnp these fum,_ rnstoUers shalt provide tenpornr bracha
sop Hard have bpoitow�aow
r
n�
lwaaa noted oth—l-, at+aa prop-,Iy attached stru�Wral ahea�hhp and
shall haven properly oIt.Ched r1IpplId cNW�R. Locations ahoen for pernanent later., rostnht of robs
shall have brochp Installed per 9CSI sections B3, B7 or B10, as n able. Apply pinies to each face
�e
�^
�
]iL DL 10
10
10 PSF
DRWG VAL160101014
d
L�IJ—
f tr ae and poanlon as shown abow and on the .oht Betane, noted ath.r ..
RO— to dro.vga 16CA-Z For standard plate P-Mons.
=
BC LL 0
0
0 PSF
SS
/1ii oin+eollnpnfii'
Alpine o -IvWan of UV BwWli�nmo Conponenta Groouupp Inc shall rat b. rrsponalble Por w�hyy devlatbn from
tNs drnw4p, any Fo4ar to build the truss h eonfornnnce rtth ANSI/TPI 1, or for hanWlrip, shlpphB,
T
Y ri . E OF
TOT. LD. 60
57PSF
.tallotbn b "Cing of trusses.
A seal on this mowing ar twee pope Uatirg this dwrhp, hdicates accrptarce at professional
eYearF�p r*spo`Tmuti' solely Por tm drsfpn swam. TM sultobslty and use of' tills drowhp
"1-
Q 4 t^, f �� kY
iSJ89 LakefroN Drive
Par on my s +cLrr Ic till rosporrsbalty oP W Buawn. 1:h; r per Az;;1
ti
o.l y"I t t r'„ \
�sQ
UR.FAC.1.25/1.33
1.15
1,15
SPACING
24,0'
Earth City. M063046
for nore Infomntion see this Job's general mtea ppaage and these web sites.
ALPINE, rss.alpinelt-1 TPl, waw.tphstnrp! SBCA, rswsbclnduc"—w ILO eswiccsofeorp
% ���' �`
>,.lf llillliilltt,rt,.
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 Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (rain), Kzt=1.0.
Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purling. The building Engineer of Record shall
provide diagonal bracing or any other suitable anchorage to permanently restrain purling, and lateral bracing for out of plane loads over gable ends.
Maximum truss spacing Is 24' o.c, detall Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads.
ism Refer to Enolneer's sealed truss desian drawlno For oloavback and base truss specifications.
Detail A 1 Purlin Spacing = 24' o,c, or less
12
enas ano ati cY Flax u.c. spaunu in —wrrn.
Detail B 1 Purlin Spacing > 24' o,c.
12
Up to 12
Piggyback cap truss slant nalled to all top chord purlin
bracing with (2) 16d box nails (0.135'x3.5') and secure top
chord with 2x4 #3 grade scab <1 side only at each end)
attached with 2 rows of 10d box nails (0.12B'x3') at 4' oz.
Attach purlin bracing to the flat top chord
using a minimum of (2) l6d box nails C0.13510.51).
4'
\\ I I \\ / I I I I Purlin Spacing)
(/ 24' o.c. max
Full LTap Chard Scnb (Typical Each End) Chard Flat top chord purllns required at
Depth both ends, purlin spacing > 24' o.c.
Notes If purlins or sheathing are not specified on the flat top of the base
truss, purllns must be Installed at 24' o.c. max, and use Detall A. t�ltPjlJjlJJJJj
wWARNIW- RUB AND FOLLOW ALL Nares a THIS DRAVIN3
we1NPDRTMT FtJRMSH TIBS DRAVIM 10 ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extrene care In fabricating, handing, shipping, Installing and bracing. Refer to and `� t� G' f
follow the latest O'tlw of SCSI (Buldi g component Safety fnfernation, by TPI and SBCA) for safety `+1� \,\GE
practkes prior to perf—Ing these functlans. Installers shall provide tenpo-ry bracing per BCSI. N V
Unl s noted otherMce, top Chord shall have properly attached structural sheathing and hottom chord
shall have a property attached ;g telling. Locations shown for pernamni lateral restraint of webs
chnll have bracing Installed per BCSI sectlone B3, 117 or H10, as applicable. Apply plates to each face
Q 11 11___11� of truss and pocnWn as shown abova and on the Joint Detalc• uniess noted othe—l—
ILIr�i1J�� Refer to drosings 16DA-Z for standard plate Dosltlons.
Alpine, a division of ITV Building Components Group iru. shot( not be respwslbte for an deviation from S -0 A7,
AN fIW O)MPANY this drawing, any Payne to build the truss In confornance with ANSI/TPI 1, or for handling. shIppl01 ; -P R\ op
installation 6 bracing of trusses.
A seal on this drawing or cover page listing this drowi g, IMicates acceptance of professional
engineering u sparsasUty solely for the design shorn The sdtal and use of this drawing
Piggyback cap truss slant nalled to all top chord
purlln bracing with (2) 16d box nails (0.135'x3.5')
and secure top chord with 2x4 03 grade scab
(1 side only at each end) attached with
2 rows of 10d box nails (0.128'x3') at 4' o.c.
Attach purlln bracing to the flat top chord
using (2) 16d box nails (0,135'x3,5').
The top chord 03 grade 2x4 scab may be replaced
with either of the followingi (1) 3X8 Trulox
plate attached with (8) 0.120'x1,375' nails, (4)
Into cap TC 6 (4) Into base truss TC or (1) 28PB
wave piggyback plate plated to the piggyback
truss TC and attached to the base truss TC with
(4) 0.120'x1,375' nails. Note, Nailing thru holes of
wave plate Is acceptable.
r In addition, provide connection
with one of the following methods,
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3XI0 Trulox plates for 2x6 and larger chord
members. Attach to each face @ 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'xB'x7/16' (min) APA rated sheathing gussets
(each face). Attach @ 8' o,c. with (8) 6d common
(0.113'x2') nails per gusset, (4) In cup bottom
chord and (4) In base truss top chord, Gussets
may be staggered 4' o.c. front to back faces.
2x4 Vertical Scabs
2x4 SPF 112, full chord depth scabs (each face).
Attach @ 8' o.c. with (6) 10d box nails (0,128'x3')
per scab, (3) In cap bottom chord and (3) In
base truss top chord. Scabs may be staggered
4' o.c. Front to back faces,
28PB Wove Planyback Plate
One 28PB wave piggyback plate to each face
@ 8' o,c. Attach teeth to piggyback at time of
fabrication. Attach to supporting truss with
(4) 0,120'xl.375' nails per face per ply,
Piggyback plates may be staggered 4 o,c. front
to back faces.
13389 Lakefront Drive for any a Ls rcspors8�tllty of the BuRdina Deslprcr• per ANSI/rPl 1 Sec2. A r*�
Eanh City. MO 63345 For more Infornatlon see this Job's generat notes page and these web sites- i'Ill;� ` ��SPACING 24.0`'
ALPINE, wwatelneltw.comi TPI, wirctolnst.orai SBCA, ww.cbcnus dtrY•orgl ICE, wwJccsafoAre +,_ AlAI
REF PIGGYBACK
DATE 10/01/14
DRWG PB160101014
Hip Frame Details R Hip Frame
1. / AV A aA i... +�
2.
IN
xthed
Use
ASCE
this detail
7-10, 180
for,
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
C,
or
Hip Frame
-provided by truss manufacturer.
ASCE
7-10,
160
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
D,
or
Hip frame
is designed to provide bracing for flat top
ASCE
7-05,
140
mph,
30'
Mean Hgt,
Partially
Enclosed,
Cat
II,
Exp C, or
chords of
hip frame system where indicated. Flat top
ASCE
7-02,
140
mph,
30'
Mean Hgt,
Partially
Enclosed,
Cat
II,
Exp C,
chords of
stepped hip system must be So, Pine tumber,
Residential,
Wind
TC
DL=4,2
Kzt=1.00
Structurqq anets must be properly attached directly
psf,
To himafr%�ki4�1��!�iesyrlins.
w 'm'ARNOK3- READ AM FCI,.OV Au HOLES ON T1W ORAWINCI
WORTARTee ilBBOSH THIS ORAVAe6 TO ALL CONTRACTIILS IICLIID1W THE LSTALLM
Trusses in fabrkating, handUnp, InsintWp brochp. Refer to and
C n "%
`S ` -y
ENS
REF HIP FRAME
requMe extreme core shipping, and
forme the latest 1111 of BCSI (B2&M Ca ponent SnPwty Infarnotlan, Fy 11 and sew for safety
� N r1
DATE 10/01/14
DRWG HIPFRI801014
praetkes prkm to perfornbhg three functions. instasms sMU provide tenpornry brnWD per BCSI.
Unless noted otherNse, top dhord shall Mve properly ntindhed structwat shea ng and bottom chord
_ *.
_
^
Q �n�
shall Fove a properly attached rigid celling� Locations shown for permanent mtoral restraint of rebs.
J or Beg, as applicable. Apply plates to oneh face
shall have rW pow Ion as s per BCSI sections the
of truss and osltiah as shown above and on the Joint Ikta4s, tahless rated othenise.
^ S/�A E OF
_
z
Y
AN Rwo�M�ar`ir
Refer to drawings I6DA-z for standard plate pe.iti.—,
a dvfsian of ITV BuUding ConDonents Group inc. dxiU not be respondhle for ony deviation from
,p
S. A
j1phe,
sfae on teis drnshtyg or cover page Ustsh�gn this drnwhg, hdcntes occeptnnce oP prafessbrol
re
yslty
/ w� \� �
✓Ki'dY
arthere oP t7x &,KdYhg Dralgner peryANSLTPI I Seel
f{Ad�1,Y`AL \9`tF��
13399 Lakefront Drivefs
Earth City, M0630G8
for more Infornatbn see this Job's general notes page and these web shear///+;'A„e
ALPING-tohetty.comi TPI, www.tohst.orAi SBCA, m.sbcedustryom IL'O wUsa rcefe.arg
l%%%
,add
dSd 'al '1❑ j4 a do
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pun o} �adaa •Byav,p pw a411v}sw 'a+Iddi<Is •8ylpuo4 '54ivs4jgo! 4 ajoo aua-qxa awnba� sassnal
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A
Cracked or Broken Member Repair Detail
Load Duration = 0%
This drawing specifies repairs for a truss with broken chord Member forces May be increased for Duration of Load
or web member.
This design Is valid onlyy for single ply trusses with 2x4 or
2x6 broken members. No more than one break per chord panel
and no more than two breaks per truss are allowed.
Contact the truss manufacturer for any repairs that do not
comply with this detail.
(B) = Damaged area, 12' max length of damaged section
(L) = Minimum nailing distance on each side of damaged area (B)
CS) = Two 2x4 or two 2x6 side members, same size, grade, and
species as damaged member. Applyy one scab per face.
Minimum side member lengths) = (2)(L) + (B)
Scab member length (S) must be within the broken panel.
Nail Into 2x4 members using two (2) rows at 4' o,c„ rows staggered,
Nail Into 2x6 members using three (3) rows at 4' o,c., rows staggered.
Nail using 10d box or gun nails (0.128'x3', min) Into each side member.
The maximum permitted lumber grade for use with this
detail is limited to Visual grade #1 and MSR grade 1650f.
This repair detail may be used for broken connector plate at
mid -panel splices.
This repair detail ma not be used for damaged chord or web
sections occurring within the connector plate area.
Broken chord may not support any tie -In loads,
S
L-FL —!
4' o.c
Typical ~
1+ o + o - t o + o
—6,+ o + o + o +
--� 2' F- I
Stagger.
= Back Face 10d Box (0.128' x 3', min) Nai(st
= Front Face 2x4 Member - Double Row Staggered
Maximum Member Axial Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web Only
2x4
12'
620#
635#
730#
800#
Web Only
2x4
18'
975#
1055#
1295#
1415#
Web or Chord
2x4
4
975#
1055#
1495#
1745#
Web or Chord
2x6.
1465#
1585#
2245#
2620#
Web or Chord
2x4
30'
1910#
1960#
2315#
2555#
Web or Chord
2x6
2230#
2365#
3125#
3575#
Web or Chord
2x4
36'
2470#
2530#
2930#
3210#
Web or Chord
2x6
3535#
3635#
4295#
4745#
Web or Chord
2x4
42'
2975#
3045#
3505#
3835#
Web or Chord
2x6
4395#
4500#
5225#
5725#
Web or Chord
2x4
48'
3460#
3540#
4070#
4445#
Web or Chord
2x6
5165#
5280#
6095#
6660#
Nail Spacing Detail I I I tc• W"111H°'°°L I
—VARN%G- READ AND FMaV ALL NOTES W THIS DRAWDID
-DMTANT- FWHISN THIS DRAVING m ALL CONTIVOURs I)CLUBM THE INSTALLDIS. CiEN !�}_ ° REF MEMBER REPAIR
Trusses require rxt,— c e In Pabricating, hanolho, SWPphfs, instellln and broths. Refer to and
f.U.. tha latest edition of are
(B.UR g Canpanent Safety Information, oy TPI and SBCA) far safety �' . DATE 10/01/14
practices noted
otherwise, -to t p these iunctive Installers shad provbfe t sharY brndng per BC c (Vio� C
unless -. otap ed shale -King.
—1$ny attached structurnl sheatWI atrbattw web.
� DRWG REPCHRD1014
�� shad have properly attached NNsab cecti LR31 B7 L: shorn for perwneM lateral esttoint of face
,y —
rhod hove bradangg h+st.Ded par Bb.l cecd.. B3, B7 or BID, as u esshno Applyy plates to each fats F
Q of truss and position as shorn ¢bo.r and an the .bhi Detn0.s, unless noted otherrlse. r ryC
Refer to dro.ings 16CA-Z for standard plate positions. E lJr
Rlphrc, a dvWon of RV Builtlln0 Components Group Inc shall not he reWonsMe for ony deNatlon from
/1N fTW ODMPANY this dwrhg, nrry Pa0.ure to bu0.d the truss H conformance rith ANSI/TPI 1, or Far hnndUns, sNPph.D. ' � �/ � j�� �
sastnllntbn L braeing of trusses. "� �% ` o p 10 �t+`r e�
A sent on this dr�.Mg or rover Page OsWg tMs drn.lns, hwscater occeptanw of professional I•f •fin FT 4 �'V,,`�
engk.eerfrg rrspon �Sy sdNy for the design shorn The n/tahUtY and usw of this drnebp • C
Far any strucwre Ir rho rosPonsWity of the BWlarg Desgner per ANSI/iPi I Seel ff S`'p�p` ( ��? .
Earth City. MO 63045 For more Infornotlon see this Job's general notes page and these web spec!!I!!!� V(yryl, I+�t,\ttt`,+
ALPDIE. m<lomelt.ran. TPG .r..tahlrt- SBca .rr.chch. strv.orm ICo .r.lceraFeara If........111 SPACING 24.0 MAX
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
I 4' 0' GC MAX, LENGTH TO TRIM
r EXISTING FILLER 1
GENERAL NOTES+
- SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL.
- USE #2 OR BETTER <1450f FOR MSR) MATERIAL FOR FALSE
FRAME CHORDS.
- USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR
FALSE FRAME WEBS,
- LOCATE VERTICALS AT 4'-0' D.C. MAX., OR SEE NEXT OPTION.
- IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN
+ OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
(4' MAX. PANEL LENGTH).
APPLY REQUIRED BRACING (SEE BELOW),
- OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX,
- FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (❑R FLAT BOTTOM CHORD SECTIONS OF A TRUSS),
xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ORIGINAL TRUSS, SINCE MANY FACTORS AFFECT THE
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND
LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
BRACING EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD.
REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING
FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD
PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT 10'-0' ❑,C, IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX.
SPACING AND IOPSF MAX, CEILING LOAD., WITH THE EXCEPTIONS
nlnrc-n ON THIS SHEET
I USE THIS DETAIL FORT
ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOt
RIOR BEARINGS AT ANY LOCATION ON THE TRUSS,
)S IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME.
3 LOADS CONNECTED TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES,
3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL,
TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O').
iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
NOTE+ FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED
WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES
NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY
CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION,
SHOP APPLIED
- USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION,
USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH
VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT
- IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICE➢ WITH AN
ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE),
FIELD APPLIED
- PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS,
- CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ.
- JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX
(0,128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLE
- MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND
8d NAILS (0,113x2.5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF
DESIRED.
- VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE
(0.120') x1.375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS),
- IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN IS -
LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH
(6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE
FACE ONLY),
—WARNINGW READ AND FB1GV ALL whs Ica DIES DRAWDU
■-WMTANTFURNISH TIIEs Duwiw m ALL CONTRACMRS D CtIMM THE DISTALLEM
Trusses rrµ,i 4 eXtrene care h fabrkatbg, handUng, shippt7, b�stol j and brocha Refer to and
fall.. the latest edition of BCSI (&ddlrq Conponent Safely Inf%r+ntlon, Gy TPI and SBCA) far safety
practices prior to porfornmH these function ��t hers stall provkfe tarporary 8annoSton cha Unless noted otherwise, top chord shall hove rl attached strucbrol shun
shod have a properly attached rlgid celUng. Locatlons shoes for pernonrnt lateral mstra4rt of webs
shall have hropNg autaUed per SCSI seed on the
J or B1a, as nppUceblr. Apply pietas to aou7f face
of truss and paGtbn att shorn BrSl and on the Joint Seta as unless rotad otnmW.
Refer to drawings 16M-Z for standard plate positions.
AlPlne, o mvlsbn of ITV BWldln Conponents Gro Inc shall rat be respanslble for any devlatlon fr
AN RVIyCQMPANI tWx drawing, any fafl+re to bWld thr truss In conFornance with ANSI/TPI 4 or for hanNng, stipptng,
Instaltatlon L bractng of trusses.
A seal an this d—E g or cover pa a UstMg this drawing, Indicates acceptance of professional
englneerhg rr rspanflAlty solel far tf+e design sham The sWWARY and use of this drawing
• 133BS Lakefront Onve for any struc*r Is fhe responsHlty of the BWdNg Designer par AHSYMI 1 Sec2.
Earth City, MO 63045 For More Infornatton see this Job's general notes page and these web sites.
ALPINE, www.alpineltr.conl TPIi rrw,tpinstw I SSCM wwv.sbcindustryorgl IM wwrlccsofe.org
REF BC FILLER
DATE 10/01/14
DRWG REPBCFIL1014
01.
SCAB 2X4 OVERHANG DETAIL
ASCE 7-05 120 mph wind, CAT II, EXP C,
30,00 ft Mean hgt, located anywhere in roof,
wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00,
ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D,
30,00 ft Mean hgt, located anywhere in roof,
wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00.
Minimum 2X4 scab, same grade and species as top chord designated on
Engineer's sealed design and three times the overhang length. Attach
overhang scab to one face of top chord with 10d box (0,128'x3,0', min)
nails at 8' o,c. plus clusters of four nails where shown in figure below (w).
NOTE: #2 is the minimum lumber grade allowed for all species.
NOTE: Add 210# uplift (max.) to reported truss uplift for wall connections,
ovARrahGw aeAn AM FT1Ll OV ALL hmcs ON Ttas natvlrce
ssDOMTAHTss FURIIISH THIS MAVIHG TU ALL CONTRAMMS )� l DW TIE =TALL=
°'� JTGv "7r/�''�y
`�
�%
TOTAL TOP CHORD
REF 2X4 SCAB O.H.
DATE 10/Ol/14
Trus+es r e•e estrene care h fabrlca hontlm, , eh h.tol and hracfig. Refer to ana
faun, th¢ test edition of acsl ca mng c` �aanent sof¢ty,arna� I by 7PI and SBCA) for safety��Z'
\ GEMS'
�� 's
LOAD NOT TO
EXCEED 40 PS
{vactiws prloo to p¢rforNng tlwm fvietbnc Insinll-1 .Fall provide temporary hrornnp per BCSL
ees nnt.d therets., top chord +halt h.v. properly at1ach.d +truaturni +hen and Balton chord
for lateral
_ No
CDEAD PLUS LIVE)
DRWG ❑HSCB2X41014
d ���
shall have a properly attached r rigid=1 se0.hp Lomtloro shorn permoneM restraint h as
J or Het, is applicaunless do. Apply pintos to each face
chat have and
F trust andpo position oc shorn oho . and on tM Joint petals. unless mated oth¢r.k¢.
post ion as z oen above and on the
R.f.r to draeings 16U-Z for standard plot, p-Mons.
Alpine, division ITV BWldin Components Group Im shall not be responsible for on devtotlon from
SATE OF
AN RINCOMPANY
a of
this I-V, any Fa0.ure to b A the truss In confornonce vtth ARSV7PI 1, or for handing, sNDphO,
:� 0
hstnitaHon L bracing f truss...
A seal on thsipsodnrsa�.intgy or cover page listing this dra ing, hdimtes ocoeptance of professional
the design h— 11n. suitability and — of this dmft9��®e�QN��
�t
� `
, 1, L25
f trucWe,per
6VISS
'iwEa9
24
City. MO
eD
TPI,. ms'" °e
.ac�faora
SPACNG
12 (2) 16d TOE NAILS
O VARIES OPTIONAL SCISSORS BOTTOM CORD
(2) 16d TOE NAILS
8-0-0 MAX. SPAN
TYPICAL END JACK (Ed)
i
N.T.S.
1
}12 (4) 16d NAILS
VARIES See Connection Detail
OPTIONAL WEB CONFIGURATION
—(4) 16d NAILS
See Connection Detail
I I —J— I L 69AA. armn i
TYPICAL CORNER JACK (CJ)
N.T.S.
TYPICAL CORNER SET INSTALLATION
TYPICAL LOADING (P.S.F.)
TILE: SHINGLES:
TOP LIVE LOAD:I 20 20
TOP DEAD LOADI 15 7
STRESS `INC. 1.25 1.25
WIND DESIGN 160 MPH PER
ASCE 7-10 24" O.C.
I
'*WARNING" Read & Fdllow all notes on this drawing.
Furnish this drawing to all Pontractors including the installers.
EJ
x
o
End Jack EJ
v
iv
eveled Jack (BJ)
'm
W
m
a
CONNECTION DETAIL
io
(BJ)
x
(2) 16d GUN NAILS
m
FOR EACH LOCATION
SHOWN TOP & BOTTOM
.tG�
2x4 SYP Nailer 16" Long
Got��L
B'—o" Mnx.
Top & Bottom use 16d
Nails 4" O.C. staggered
TYPICAL CORNER SET
LAYOUT
N.T.S.
OPTIONAL WEB CONFIGURATION
tz
B VARIES
(4) 16d NAILS
See Connection Detail
11-3-12 MAX. SPAN
TYPICAL SCISSORS CORNER JACK (CJ)
N.T.S.
yga9Bi@9fdddp
b
No
a
4l*�
o� ST�a 44/Z
. 0 • r o
s�,�•�.�0R1•" ♦os
as f d f
I
r i
MANUEL MARTINEZ, P.E.
FLORIDA REGISTERED ENGINEER
LICENSE # PE 47182