HomeMy WebLinkAboutTrussANGLK bUHLUULt muss eEuvwc RElwR SWEDMIE
ALL nuxorzD OmmmsL
Rius ARE usP'xuszE'. �B'-15" ELEV.
OM®
I
WE 9FTD 10 SMXX 2" FOR PLUNGING IF NESSARY
BIO!•10 fTiWK c FLOOR 1RU55 SPACING
T� 1'—O' BNIE4 NOTED
APPROVED MUSS ANCHOR BY BUILDER
]X{ MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
1 6
4,Y*NEi — 0MBRG.
uNLEss rvoFEE
OTHERWISE
TYPICAL TRUSS END
ALL SPACING 15 24' O.C. EXCEPT AS SHOWN.
NO
NOT CUT OR ALTER TRUSSES WITHOUT
AUMORIZATON FROM MIS OFFICE.
THIS OFFICE MUST BE NOTIFIED WMIN 10 DAYS OF SHIPMENT OF
MY BROKEN COMPONENTS MD/OR MISSING PIECES
NO BACKCHARGES MLL BE HONORED.
WARNING
N B MR
CITTEETHM
Pg,:� e
�p1�.�
NOTE
Il IS ME RESPWSMTV OE mE 011WMG MESSNER ON
ARGX 11 p" 10 PROWOOE M PPPRFSIE CWNEGEW 1. M.S
TO ON TRUSS
.NOR SPEEG AL GOXEIOERPn015 FOR MECUMS& EOUIPMExT
.., BE TIMIUMMED BY FOU RICE TRETUT WNMPPOKUT WU S LAYOUT
PRIOR TOI.I.M.THUSCWPMY 15 A PUN WNUFILNRER MOSS
RESPONSBWTEs ARE YYTIEO THESE INTO OEE METERED) ROA
-INS bELM M RESPSBIIfTEY. MNIAINQY. R 06MIU5
M'Y NESRONSPMMS ANDAR UA . FOR THECM...
SIT
I RALM00CF UNUE SIN MAMPPCNflEO B1 ENS CW ENTS TICLU TO THE PAS
YOUR 51GNRNRE MLL ACMUNYUDM
O wmulzAnW ro PreocEm wm EAarelunox.
f) NERVGnW Or PLL (IMENSWS AND COXGTm
INCLUDUIG w4 1.041s REEF HTOL H. x.I.
OVERHANGS M NN. EIG..
S) TRUSSES MLL RE Y/LE W SIRIN ACEGROANCE
YATH mrs TRUSS u .RT.
A) 1 RAVE READ AND UNOERST C A NOTES AND MARNNOS
ON MIS PA6 MD AUCEE TO BE BOUND BY THEY.
TITLE
DATE
REWES E0 TN55 Ell...1 GATE
OUT CURRENT OUNT R mEWIE )
1 _
RANEY
COMPONENTS,
LLC
IG. ®M
xns
n-eaaD ® E
val
RANEY COMPONENTS
J aney 19900 Independence Blvd.
Gmveland, FI 34736
omponents, uc one: (352)429-9429 • (352)429-03D4 . Fax: (352)429-7429
Cover Sheet
Order #
JOB # 36CS0056A
Printed: Thu, Oct 10 2019
-Job Information:
Adam=
FOR Name and License Number.
Customer Name:
Creekside Lot 56/A
DR Horton
3214 Trinity Cir
Desc lauon:
ciy, sbte, Via:
4EBB 1828-Cali "D" LL OL
Fort Pierce, FL
Loading Information:
RoorLoeds:
flow Leads:
7C U.. TCDead: Sc U.:
BCDead:
TC U..
7c Desd:
BC Lhre: Wean&
20 7
0
10
0
0
0
0
Bldg. Code: Wlndsld:
W(edspeed:
Bldg. Useage:
Building Type:
Wlnd Type:
FBC 2017 RES ASCE 7-10
160
Residential - CAT II
C
MWFRC & C&C W/M
Pages or sneets coverea Dy this seal from: 1 mm 30 Total 30
# DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO
1
Al -
2
A1A
3
A3
4
A2
' 5
A4
8
ASGE
7
A8
8
AS
8
A10
10
Al2
11
A14G
12
a2GE
13
al
14
C2GE
15
C1
18
01
17
02
18
03G
19
VS
20
V4
21
EJ7
22
EJ2
23
ERA
24
EJ3
25
CJ5
28
CM
27
Gn
28
CAA
28
HJ7
30
W3
1ggr� n U e I Digitally signed by
��CEt+BF•.z . Manuel Martinez
Uo 047102n�}In e;2019.10.11
t 10:48.19-04'00'
400L585428503D5C3[M020E]348rOf9 ' ' 1 I
roem�aeneu.2wgrea p�4a�emdm
Page 1 of 1
SEON:688752/T10/COMN Ply:t Job Number. 36CS0056A
FROM: AH ply: 16 4EBB 1828La1i "D" LL OL /DR Horton /4EBS 1828-Cali "D" LL OL,DR Horton DRW.
Will: 224.0 Ibs Truss Label: At I ... / ... 10/10/2019
554 F1447+ +3e8'
t9 146 6559 +5539 31i
e TpL mna. S TPfAME Q.
F7'54
I 5BR 1
05"2 + O
11405 19'1m 52T85
54+ 12I
'4 36Ta
+7�
Loading Criteria (ps0 Wind Criteria
Snow Criteria (Pg,Pf in PSF) DeR/CSI Criteria
♦Maximum Reactions pbs)
TCLL: 2D.00 Wind Sid: ASCE 7-10
Pg: NA Ct NA CAT: NA PP Deflection in loc Udell U8
Gravity
Non"Gravdy
TCDL 7.00 Speed: ISO mph
Pt NA Cc: NA VERT(LL): 0.187 O 999 240
Lee R+ ! R- / Rh
/ Rw
/ U / RL
SCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.333 O 999 180
B 1654 !- /-
1961
1709 /445
BCDL: 10.00 Risk Category: II
Snow Duration: NA HORZ(LL): 0.078 L - -
J 1664 /- /-
1961
/709 A
Des Ltl: 37.00 EXP: C KA NA
HORZ(TLj: 0.140 L - -
Wintl reactions haled on
MWFRS
NCBCLL: 10.00 Mean Height 15.00 it
Code /Miss Criteria Creep Factor. 2.0
B Big Width = 8.0
Min Req = 2.0
TCDL: 4.2 psf
Soffit 2.00 BCDL: 5.0 psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.666
J B Width = 8.0
r9
Min Re 2.0
q =
Lead Duration: 7.25 MWFRS Parallel 0 to h/2
2014 Max BC CSI: 0.593
Bearings B 8 J are a rigid surface.
Bearings B 8 J require a seat plate.
Spacing: 24.0 " C8C Dist a: 3.97 ft
it
Rep Fes Yes Max Web CSI: 0.593
Re F
Loc. from endwall: not in 4.50 R
FT/RT:20(0)/10(0) Mfg Specified Camber.
Maximum Top Chord Forces Per
Ply (the)
GCph 0.18
Plate Type(s):
Chords Tens.Comp.
Chords
Tens. Comp.
Wind Duration: 1.60
WAVE VIEWVer. 17.02.02,1208.15
A-B 27 0
F-G
1114 -1906
Lumber
B-C 1492-3056
G-H
1255 -2428
Top chord 2x4 SP #1
C - D 1228 -2466
H - I
1228 .2467
Bat chord 2x4 SP #1
D - E 1255 -2427
I -J
1493 -3057
Webs 2x4 SP#3
E-F 1114.1906
J-K
Z7 0
Bracing
Maximum Bat Chord Fames Per Ply (Ibs)
(a) Continuous lateral restraint equally spared on
Chords Tens.Comp.
Chords
Tens. Comp.
member. Or 7x4 "T" reinforcement 80% length of
B - R 2673 .1193
O - N
2105 -826
web member. Same species 8 SRB grade or better,
attached with ud Box or Gun (0.113"x2.5",mm.)nails
R - Q 2670 -1193
N - M
2677 -1195
(� 6" oc.
Q - P 2670 -1193
M - L
2571 .1195
P-0 2104 -801
L-J
2674 -1194
Loading
tt1t/1#ttf!#ff
Truss passed check for 20 psf additional bottom
;'tN
Maximum Web Forces Per Ply (Ibs)
chord live load in areas with 42"-high x 24" %,Ide
dearance.
;1� �i •s..•y'rTt*�1�"+>r,
s+a
Webs Tens.Comp.
Webs
Tens. Comp.
*e'4,�J;�E(Q°+.�V
ae
R-C 276 -5
O-G
494 -777
Wind
♦~'','L0
w •* {, p,�02 . a
4 g�•
C-P 418 -596
G-N
464 -164
Member design based on both MWFRS and CBC.
ryfiVI Y•
#: :$y
P-E 494 -T76
N-I
76 -597
*
E-O 494 -776
I-L
2 76 -6
�v �eez
F-O 1385 -751
87ATE .OF : e
mmsess7ss0roscxbaof rk 1scamfs-
NN.Nv>, .CNN.=mNffi.«
R rR.tC.Nrtm#1d Lava tltwVlW(IULLI
tl]WYlWna00¢
lgnpiftpvAtlw60roe Vd=eammWmAGYaaS W INbG
WIDevsSxRmsrxunm°rmwMNNieimyda� h
Ala.
as
SEON: 706480/T13/COMN PIy:1 Job Number. 36CSOO56A
FROM: AH Qty: 1 4EB8 1828-Cali'D" LL OL /DR Horton 14EBB 1828-Cali "D" LL OL,DR Horton DRW:
Wgt: 260.41bs Truss Label: AlA / ... 10/10/2019
64'B T10" 14'47 19IV 22'6"4 3197 33'37 39'a"
r- 64'8 1'6"� 6'5"14 + 5'S'9 2'fi"4 4'P12 + 5'17 1'1 6'49
SEATPLATEREQ.
Loading Criteria (psq
TOLL 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duratiun: 1.25
Spacing: 24.0"
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Bracing
112X4 -06 =JX4 =6X6 112X4 02X4 =410
SENT PIAM REQ.
1' 62"12 5'9"4 2'0"1$ 5'99 2'10" 4' 65.15 6'6"1 1'
E N-12 12' 140-111 1a1O' 22'6"+ 2G'8' 33'1"15 39'6" + i
Wind Criteria -
WndStd: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 it
TCDL: 4.2 psf
BCDL: 5.0 psi
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.97 it
Loc. from endwall: not in 4.50 it
GCpi: 0.16
Wind Duration: 1.60
(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.
Wind
Member design based an both MWFRS and CBC.
any
Snow Criteria (Pg,N in PSF)
Pg: NA Ct: NA CAT: W
PE NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fac: Yes
FT1RT:20(0)110(0)
Plate Type(s):
WAVE, HS
DeR/CSI Criteria
PP Deflection in roc Udefl U#
VERT(LL): 0.244 G 999 240
VERT(CL): 0.457 G 999 180
HORZ(LL): 0.128 M - -
HORZ(TL): 0.240 M - -
Creep Factor. 2.0
Max TC CSI: 0.613
Max BC CSI: 0.599
Max Web CSI: 0.980
Mfg Specified Camber:
VIEWVer. 18.02.01A.0205.20
PNIFEam
SOOS6B58285D3D9CXA4DFOEt96a Fit F9
K�mmuaaaruu«ruuww
npLttanuiwC das�lmroffiuswq,u4.1
wam
mma..Pm attaceo.lwr„w,ew;n,eAiaaa-a zwee
xapaYWi ma,meMmhSwmY4nvaati
ones
THIS DRAWING TO ALL CONTRACTORS INCLUDING THE
Of
♦Maximum Reactions (Ibs)
Gravity Non-Gravfty
Loc R+ / R. / Rh / Rw / U / RL
B 1561 /- A 1960 R08 1445
K 1561 /- A 1959 1708 A
Wind reactions based on MWFRS
B Brg Width =8.0 Min Req=1.8
K Brg Width = 8.0 Min Req = 1.8
Bearings B & K are a rigid surface.
Bearings B & K require a seal plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 G-H 1424 -2568
B - C 1489 -2859 H -1 1743 -3379
C-D 1226-2257 1-1 1722 -3418
D-E 1253-2218 J-K 1477 -2841
E-F 1112-1740 K-L 27 0
F-G 1509 -2514
Maximum got Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-U
2497-1190
R-Q
20 -9
U - T
2494 -1190
P - N
2985 -1303
T-S
2494-1190
O-M
` 36 -15
S - R
1920 -800
M - K
2477 -1179
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
U-C
276 -5
P-G
195 -122
C-S
416 -608
P-H
601 -1075
S-E
463 -160
H-N
807 -357
E-R
494 -720
N-O
114 -4
F-R
43 -515
N-M
2557 -1218
F - P
2273 .1098
N - J
527 -162
R-P
1879 -657
M-J
390 -685
P-Q
27 0
failure to build the
or c
in. The suitability
Rnc'f'
011l()OAt)1t5, uC
SEON:706482/T7/COMN
Ply:1
Job NUmben36DS0056A
FROM: AH
City: 1
4EB0 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL,DR Horton
DRW:
Wgt: 224.0 Ibs
Truss Label: A3
/ ...
10/10/2019
4E9 T70'p 14'4" 15'S7
3
768866'4
F S553"0"8
r F 50+
515 6'15
65
61'34
F=5X8
T
f4X4E G
12
B
a)
"Ae
H
(a) a)
=mB(A1) Be
Jai,
p
K
R O S P 0 N M
L
=4 =3X6 =3X8 =-3X6
M2X4
SEAT PLATE RF
SEAT PLATE REC.
1' 62"13 5'B"3 2'1" 59" 59° Yt"
59'3 13
1'
I T 6'Y13 I 12' F 14'1°I 19'10" 257" F 2T8°F
33'S9 I 398
r i
Loading Criteria (psf)
Wind Criteria
Snow Criteria (PgPf in PSF)
DefyCSI Criteria
♦Maximum Reactions (Ibs), or•=PLF
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct NA CAT: NA
PP Deflection in loc Udell U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.044 L 999 240
Loc R+ / R- / Rh
/ Rw / U / RL
B 438 A A
1272 1164 /445
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): o.OB4 L 999 180
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.014 F - -
S' 336 /- /-
1192 1154 /-
Des Ld: 37.00
EXP: C Kxt NA
HORZ(TL): 0.027 F - -
J 872' /- /-
1645 /384 /-
Coda / Misc Criteria
NCBCLL: 10.00
Mean Height 15.00 ft
Creep Factor.
Wind reactions based on
MWFRS
Soffit: 2.00
TCDL: 4.2 sf
P
Bldg Code: FBC 2017 RES
g
Max TC CSI: 0.548
Brg Width = 68.
'S
Min Req = 1.5
Laad Duration: 1.25
BCDL: 5.0 psi
P
MWFRS Parallel Dist 0 to W2
TPI Bid: 2014
Max BC CSI: 0,480
S Brg Width = 8.0
J Width = 8.0
Min Req = -
Min Req. 1.5
Spacing: 24.0"
C8C a: ft
Re Fac: Yes
P
Max Web CSI: 0.539
ing J are a
Bearings B, S.
rigid surface.
Loc, from entlwall: not in 4.50 ft
from dwa
FT/RT:20(Oy10(0)
Mfg Specified Camber.
Bearings B & J require a
r
seat plate."
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEWVer. 18.02.01A.0205.20
Chords Tens.Comp.
Chords Tens. Comp.
Lumber
A-B 27 0
F-G 297 -205
Top chord 2x4 SP #1
B - C 170 -463
G - H 450 -706
Bat chord 2x4 SP#1
C-D 407 -156
H-1 423 -745
Webs 2x4 SP 93
O-E 567 -160
1-1 707 -1385
Bracing
E-F 289 -165
J-K Z7 0
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "P reinforcement 80% length of
Maximum Bat Chord Forces Per Ply (Ibs)
web member. Same species & SRB grade or better,
Chords Tens.Comp.
Chords Tens. Comp.
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" cc.
B - R 51-399
O - N 584
R-O 5100 -399
N-M 1182 -489489
Plating Notes 11111111yt
O-P 510 -399
M-L 1102 -489
All plates are 3X4 except as noted.
��.d
P - 0 788 -761
L - J 1186 -489
yet\$i
Wind „F+.�sry iEi�$'��•,,e` $
9
Maximum Web Fames Per Ply(Ibs)
Member design based on both MWFRS and CBC, a°j' "�`i
Webs Tens.Comp.
Webs Tens. Comp.
NO 047162
y't;+Z
R-C 310 -16
O-G 510 -751
w
C-P 465 -700
G-N 492 -182
P-E 674-1218
N-I 442 -654
M,•.TZ �l
E-0 719 -297
I-L 290 -4
y* ± [r`ry
F-O 56 -182
4
a0M5856]e5p9e903CA6oE� 19eaEDH
xyneem..�exma.•e
w IR uc uvvi m o• ma•amwama.ecs a sswr
x acJn
P4vdrM=d•1LtiaVa9 imxMM. stWdmfwhtl
aNi!aErAd+nkxdso�OPdNtaWM�NNEroWekOu
�tx
—WARNING*' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require exbeme cere in fabricatingq, handling shieping, installing antl brerang.,Refer to antl follow the latest edition of BCSI (Builtling
Camp.Safely Information, by TPI and SBCA) tio'r safety pmcbces prior b pertorming these func8ons. Installers shall provide temporarryy
mrey,
bracing per BCSI., Unless notetl oytherwise,top chord shall have propedy attached structural sheathing antl bottom chord shall have a properly
atachetl riggitl ceiling Locations shown for Vertnanent lateral restrint of webs shell have bmc!ne inslalletl per BCSI sections B3, B7 or 810,
face. Wss as shown above antl on the Jom(Details, unless noted oNerwise. keter to
ompanrnrs ru.
as appliceble. Apply olutes to each of antl position
drawing160A-Z far standard plate positions.
Alpine, a division of ITW Buildingp Components Group Inc. shell not he 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 handlinp� shipping, installation and of seal on or cover pa e, ,
listing this drowin9g indicates of engineeringg responsibility solely for the design shown. The suitability
accognce CCrofeMonal
and use of this Omwing for any sWcture is lK responsibility of the 9u!Iding Designer per ANSUTPl1 Sec.2.
Formare infuriation we this ob's eneml notes Pane and Neseweb stles: ALPINE: wvw.el ineilw.mm TPl: www.t insLo 6BCA: wmv.sbdn4us .mm'ILC: wxw.imsak.o
SEQN: 7064881 T9/HIPS
PIy:1
Job Number. 36CS0056A
FROM: JAH
Qty: 1
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D' LL OL,DR Horton
DRW:
Will: 246.4 lbs
I Truss Label: A2
/ ...
10/10/2019
644'99 123 34LI°
2.649
21BI T
16 +31'
-I
r F10445913�
�
=5X8=5X6
F GT
12 p3X4E H 87X4
t
6 p
b
i3X6
43X6 D
03X4O (a) (a)
J%3X4
as4X6(A ) B
K=4X(i
33
T S R 0 P 0 N
M
p2X4 as3X4 =3X6 =3X,Vs3X8 =W =3X4
102X4
SEAT PLATE REa.
BPATPIATE REa.
378'
1' 6'2"13 510"4 1'10"1 5 1G" 5'192 111"
F I I
510"3 6'2°13
1'
6'2"13 12'1"1 14' 19' 12864 25'B' 2TT+
33'S3 + 398"
Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg.Pf in PSF) Deff/CSI Criteria
♦Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection m loc Udell L/#
Gravity
Non-Gmvdy
TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.156 Q 999 240
Loc R+ / R- / Rh
/ Rw / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.292 Q 999 180
B 1561 A /-
1964 1710 1428
BCDL: 10.00 Risk Category: II Snow Dumfion: NA HORZ(LL): 0.068 M - -
K 1561 /- /-
1964 f710 I -
Des C Kzt NA
Des Ld: 37.00 HORZ(TL): 0.126 M - -
Wind reactions based on
MWFRS
NCBCLL: 10.00 Mean Height 15.00 R Code / Mise Criteria Creep Factor. 2.0
B Big Width = 8.0
Min Req = 1.8
TCDL: 4.2 pet
Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.444
Big
K B Width = 8.0
Min Re 1.8
q =
BCDL: 5.0 psf
Load Duration: 1.25 TPI Sid: 2014 Max BC CSC C.536
MWFRS Parallel Dist 0 to h/2
Beadngs B & Kare a rigid surface.
Spacing: 24.0" C8C Dist a: 3.97 ft Rep Fae: Yes Maz Web C51: 0.665
Bearings B & K require a
seat plate.
Loc. from endwall: not in 4.50 it FT/RT:20(0)110(0) Mfg Specked 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 VIEWVer. 18.02.01A.0205.20
A-B 27 0
G-H 1145 -1814
Lumber
B-C 1500-2823
H-1 1351 -2344
Top chord 2x4 SP #1
C - D 1333 -2384
1-1 1332 -2383
Bot chord 2x4 SP#1
D-E 1352-2345
J-K 1501 -2623
Webs 2x4 SP#3
E-F 1149-1820
K-L 27 0
F-G 1101 -1552
Bracing
(a) Continuous lateral restraint equally spaced an
Maximum Bot Chord Forces Per Ply (Ibs)
-Tens.Comp.
member. Or 1x4 "T" reinforcement. 80% length of
Chords
Chords Tens. Comp.
web member. Same species & SRB grade or better, '
attached with ed Box or Gun (0.113"x2.5",min.)nags
B-T 2458-1192
P-O 2057 -950
Q6"cc.
T-S 2455-1193
O-N 2057 -950
S - R 2059 -921
N - M 2456 -1203
Wind '�3t*l#
R-Q 2059 -921
M-K 2458 -1203
Member design based on bath MWFRS and C&C. .tl1,i1`4t
Q-P 1547 -589
iC:Y-wry,
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
T-C -6
P-G 592 -378
C - S 308 308 -439
P - H 472 .693
S-E 427 -153
H-N 426 -151
E-Q 474 -697
N-J 310 -441
wo.g1(k+4'C
F-Q 537 -311
J-M 217 -9
gyQ«°yq«** *O
F-P 317 -296
6ERUL&
40eL585B185a3oeC3t ASBE�l940 EOfe.
vnanvev�t«W e� �auF+«>t
M (Ait.e<]letlwBAdlM3btYi0W tlfire SMAi
rut a4sKardiNc4s�eABi�nmssviroCVan4adw#4
x4en pLE a"nusn' �mhwmMvedv&wuY+�w+i[
axkt
''WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
''IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabdwtinp, handlin shi ping, installing and brecing..Reter to and Follow the latest edition of
�ei
BCSI (Builtling
Component SafeTy Information, by TPI and SBCAj sa�eTy practices prior to pertorming these funmions. Installers shall provide temporary
bracing per BCSI. Unless noted o herwise,top chord shall have prepedy attached sWctuml sheaNing and bottom chord shall have a properly
0n�
attache rigid ceilinn Locetions shown for permanent lateal restraint of webs shall have hracinn installed per BCSI sec8ons B3, B7 or 10,
as applicable. Appfy platex to each face oftruss and position as shown above antl on the Jolnf Details, unless noted otherwise. 12efer to
omr-enrs. u�
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildinuu Components Croup 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 enginearinn responsibility solely for the design shown. The suitability
and use of this drawing for any a cture is the responsibility of the uilding Designer per ANSI/TPI1 Seca.
Formami f,,,, ion ua Nis'a6b eneral notes a eane 0esa web sites: ALPINE: ww A ineilw.wn TPI. www.t imle :SBCA. wmv.sbdndus .rum'ICD: www.krsaie.o
SEON: 668748 /TB/ HIPS Ply:1 Job Number. 36CS0056A
FROM: AH City: 1 4EBB 1828-Cali "D" LL OL/DR Horton /4EBB 1828-Cali "D" LL OL ,DR Horton DRW:
Wgt: 252.01bs Truss Label: A4 / ... 10/10/2019
i 6'4'9 +T101S4"8I 1TT " F27'388 + 4315P 133-3 339'8"
7'752
684'T15 _
1'6" 6'49
I
to
SEAT PLATE REQ.
Loading Criteria [ps0
TCLL: 20.00
TCDL 7.00
BCLL: 0.00
BCDL: 10.00
Des Lit 37.00
NCSCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Lumber
Tap chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP #3
=6X6
III 2X4 =SXfi =3X4 =3X4 =3X4 =5X6 m2X4
SEAT PLATE REQ.
5+2'1700 "+ 222Y08" 25'8" I 3639'5"362"7133 + 123 1 9T'3 F 63'29'81"3 1'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 it
TCDL: 4.2 psi
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.97 fit
Loc. from endwall: not in 4.50 ft
GCpr 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,PI in PSF)
Pg: NA Ct: NA CAT: Ni
Pt NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Miss Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fee: Yes
FT/RT:20(Oy10(0)
Plate Type(s):
WAVE
I
1
De'UCSI Criteria
PP Defection in too Udell U#
VERT(LL): 0.153 0 999 240
VERT(CL): 0.286 0 999 180
♦ Maximum Reactions(lbs)
. Gravity Non -Gravity
Loc R+ IR- /Rh /RW /U /RL
8 1561 /- A /965 f712 1387
HORZ(LL): 0.067 M - -
K 1561 /- /- /965 f712 /-
HORZ(TL): 0.125 M - -
Wind reactions based on MWFRS
Creep Factor. 2.0
B Brg Width = 8.0 Min Req = 1.8
Max TO CSI: 0.380
K Brg Width = 8.0 Min Req = 1.8
Max BC'CSI: 0.453
Bearings B & K are a rigid surface.
Max Web CSI: 0.689
Bearings B & K require a seat plate.
Mfg Speed Camber.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Camp. Chords Tens. Comp.
VIEWVen 17.02.02.1208.15 JA-B
27 0
G-H
1258 -1952
B - C
1550 -2829
H -1
1397 -2335
C - D
1378 -2374
1-1
1378 -2374
D - E
1397 -2335
J - K
1550 -2829
E-F
1268-1952
K-L
27 0
F-G
1192-1700
Maximum Bot Chord Forces Per
Ply (Ibs)
Chords
Tens.Comp.
Chords
Tens. Comp.
B-S
2465-1238
P-0
1690 -751
S-R
2463-1239
O-N
2043 -1000
R-0
2043 -970
N-M
2463 -1257
0-P
1690 -725
M-K
2465 -1257
,�+j�
Maximum Web Fames Per Ply (Ibs)
E$'a'.aFiC*�A
Webs
Tens.Comp.
Webs
Tens. Comp.
No O47102
�
S - C
229 -6
P - G
238
-200
C-R
323 -465
G-O
536
-324
«.
R-E
391 -161
O-H
412
-584
µg+
E-0
412 -584
H-N
391
-161
ST&TF OF
a$jp1
F-0
536 -324
N-J
324
-465
F - P
237 -200
J - M
229
-8
q aaeuamwuau.mm+..p
nls.rae.x ufmm.am.m.mw*sspaw.�.r
n .m.
sman.gwxorunrmreexma«au'rvsa,a ww
=aoaS+A4 mamarwwan4e,+m
as
iilum to build the
or cover page
i. The suitability
ants'
O)I:lne AS. u
SEQN:698462/T11/GABL Ply:1 Jab Namben 36CS0056A
FROM: AH Qty: 1 4EBB 1828Lali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL ,DR Horton DRW:
Page 1 of 2 Wgt 378.0 lbs Those Label: ASGE / ... 10/10/2019
s•4-r I 1r31
s's12 H' sroa' I '-4
'4 zm4 I w3s I ss9es
H
I - Tr' I
33
6 ERT PIATEREO. 6EPTPI REQ. SE PI RM. .F TI.EREO.
�136'i6 i 21.
F1'T fi2'11 + 6115 /'2 V?4 + IF '.4
62Y1 1l2' 1TJ '12 t910' 25't0Y
Loading Criteria (ps0 Wind Criteria
TCLL: 20.00 Wind Suf: ASCE7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: ll
Des Ld: 37.00 EXP: C Kzt NA
Mean Height 15.00 it
NCBCLL: 10.00 TCDL: 4.2 psf
soffit 2.00 BCDL: 5.0 psf
Load Duration:1.25 1:,'NFRS Parallel Dist 0 to h/2
Spacing: 24.0" C&C Dist a: 3.97 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Tap chord 2x4 SP #1
Bot chord 2x4 SP #1 :BC22x6 SP #1:
Webs 2x4 SP 93 : W2, W3, W7 2x4 SP #1:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
(b) scab reinforcement 80%length of web member.
Same size, species & grade or better. Attach with 10d
Box or Gun (0.128"x3",min.)nails W 6" oc.
Special Loads
-(Lumber Dur.Fac =1.25 / Plate Dun Fac=1.25)
TC: From 56 plf at -1.00 to 56 plf at 40.67
BC: From 4 pit at -1.00 to 4 pit at 0.00
BC: From 20 pif at 0.00 to 20 pit at 39.67
SC: From 4 plf at 39.67 to 4 pfl at 40.67
SC: 44 lb Conc. Load at 15.17,17.17
Plating Notes
All plates am 2X4 except as noted.
Loading
Gable end supports 8" max rake overhang. Top
chord must not be cut or notched.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
See DWGS A16015ENC101014 & GBLLETIN0118 for
gable wind bracing and other requirements.
Of
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct NA CAT: NI
Pt NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Cade: FBC 2017 RES
TPI Sid: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
DefUCSl Criteria
PP Deflection in loc Udefl U#
VERT(LQ: 0.069 U 999 240
VERT(CL): 0.128 U 999 180
HORZ(LL):-0.033 F - -
HORZ(TQ: 0.059 F - -
Creep Factor. 2.0
Max TC CSI: 0.517
Max BC CSI: 0.438
Max Web CSI: 0.746
Mfg Specified Camber:
VIEWVen 17.02.02.1208.15
No 047102 °g �
40Q13a5628563a9C%A4ef OEM68EUF9'
gAawuwaw..+RF<r
n (a uc afiiiiaiT+, QE4=*�+�r✓�ra r,wi
mav«6+a a ame>.,.=6me�uvR:�6aw�axa R,am
as shown aoove ano on
♦ Maximum Reactions (Ibs)
Gravity Non-Gmv'dy
Loc R+ / R. / Rh / Rw / U / RL
B 434 /- /- /- M97 A
BI 1494 A A /- 1691 /-
BJ 520 /- /0 A /248 /0
X 859 /- /- A /409 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
BI Brg Width = 8.0 Min Req = 1.8
BJ Brg Width = 8.0 Min Req = 1.5
X Brg Width = BA Min Req = 1.5
Bearings B. BI, BJ, & X are a rigid surface.
Bearings B, B1, BJ, & X require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B
27 -20
M-N
68
-68
B-C
170 -439
N-O
70
-68
C-D
421 -157
O-P
65
-101
D-E
454 -184
P-Q
63
-107
E-F
487 -210
Q-R
59
-124
F-G
495 -217
R-S
112
-196
G-H
528 -241
S-T
208
-537
H-1
551 -258
T-U
285
-645
1-1
103 -141
U-V
326
-691
J-K
62 -125
V-W
356
-729
K-L
60 -103
W-X
629 -1344
L-M
64 -96
X-Y
27
-20
Maximum Bot Chord Forces Per
Ply fibs)
Chords
Tens.Comp.
Chords
Tens. Comp.
B-AD
338 -107
AB -AA
600
-277
AD -AC
335 -109
AA-Z
1142
-51B
AC -AB
323 -809
Z-X
1145
-516
Maximum Web Fames Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
AD- C
303 0
N -AB
152
-190
C-AE
297 -657
AB -AU
393
-811
AE-AF
298 -657
AU -AV
361
-770
AF-AG
316 -680
AU-AX
25
-31
AG-AH
318 -681
AV-AW
352
-760
AH-AC
3D6 -674
AX-BA
26
-32
AI-1
639 -1083
AY -AZ '
340
-744
AI -AC
645-1104
BA -BD
25
-32
failure to build the
ior heue n. cover
�nty
omponenrs. va
SEQN:698462/T11/GABL
FROM: AH
Page 2 of 2
Ply:l
Qty: 1
WBt 378.0 Ibs
Job Number. 36CS0056A ,
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL,DR Horton
Truss Label: ASGE
DRW:
/ ...
10/1012019
AI -AK
32 -55
BB -BC
325
-730
1-AJ
647 -280
BD -BF
25
-31
AK -AN
32 .64
BE-S
372
-782
AL -AM
714 -331
AA -BF
446
-17
AN-AQ
33 -54
AA-BG
258
-588
AO -AP
689 -313
S-BF
416
0
AQ-AT
32 -53
BG-BH
312
-655
AR -AS
681 -303
BH- W
Z78
-609
AS -AT
664 -293
W-Z
282
0
AT -AB
633 -251
a 1 4
t
�M50582H5�9a9CXA6nE0E 146HEDF4'
sg+aun mmnwvmmx,vuss,µ
n!'Lit 843fI}.m6fltlivum>4we.�y! L W i
wtc
.r�as�aamacwreueo.ay.m+:�euuo-:�.a�F ura�a
wsnvw.anem�nvm�acas...,ma m mrmwnrx
wm
INSTALLERS
Maximum Gable Forces Per Ply ([be)
Gables Tens.Comp. Gables Tens. Comp
E-AE
3
-3
AS-M
17
-23
F-AF
45
-57
O-AV
12
-16
G-AG
19
-14
AW-AX
35
-45
H-AH
44
-36
P-AY
50
-65
AJ-J
88
-68
AZ -BA
9
-21
AK -AL
17
-46
Q-BB
28
-39
AM-K
20
-26
BC -BD
78
-42
AWAO
22
-12
R-BE
142
-100
AP-L
46
-60
BG-T
172
-114
AQ-AR
34
-43
BH-U
88
-119
ompoxrnrs uc
any
SEON: 6fi'746 / T7 / HIPS Ply: t JOB Number. 36CSOOSSA
FROM: AH Oly: 1 4EBB 1828-Cali'D" LL OL /DR Horton /4EBB 1828-Cali °D° LL OL,DR Horton DRW:
Wgt:243.61bs Truss Label: A6 I ... / ... 1DI10/2019
6'4"9 ]'10 12'47 15' 19'10" 24'8° 27T1 31'9"] 33'3 39'8"
r 6'4"9 �15" 4'st4 + 2•]°9� 4.10" + 4'10° F 2']°9+ 4'5'14 1'fi'7 6.4"9 1
a3X4 =w
i
f
l
12X4 E3X4 =3X6 saX8 =3X8=3X6 a 3U4 B2X4
SEAT PLATE REQ.
39'B"
SEAT PLATE REQ.
F1Y
1
9'48
I 'sj1�21'11°.�
3'
2°
6'1+
'6"4
11 2
I
"3 3+1�
9a3
12
Loading Criteria (pst)
Wind Criteria
Snow Criteria (Pg,M in PSF) DeB/CSI Criteria
♦Maximum Reactions (Ihs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA U NA CAT: NA PP Deflection in loc Udefl U9
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
PC NA Ce: NA VERT(LL): 0.161 G 999 240
Loc R+ / R- / Rh / Rw
/ U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.301 G 999 180
B 1561 /- A /962
1714 1346
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.067 N - -
L 1561 /- /- /962
/714 A
Des Ld: 37.00
EXP: C Krt NA
HORZ(TL): 0.126 N - -
Wind reactions based on MWFRS
: 1
Mean Height: 15.00 R
Code/Mist Criteria CreepFactor. 2.0
B Big Width=8.0 Min Req=1.8
Soffit: 2.00
Sa ft
TCDL: 4.2 psf
Bldg Cade: FBC 2017 RES MeX TC CSI: 0.388
L Brg Width = 8.0 Min Re 1.8
q =
.ao
Load Duration:.01.25
BCDL: 5.0 lost
P
MWFRS Parallel Dist: 0lo h/2
Std: 2014 Max CSI: 0.663
Bearings B S L are a rigid surface.
Spacing: 24.0 °
Spacing:
CB.0 Dist a: 3.97 R
Re We
Rep Fac: Yes Max Web CSI: 0.510
Bearngs B 8 L require a seat plate.
Loc. from endwall: not In 4.50 R
FT/RT:20(0)/10(0) Mfg Specified Camber.
Maximum Top Chord Fors Per
Ply (Iha)
GCp1: 0.18
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Camp.
Wind Duration: 1.60
WAVE VIEWVer. 17.02.02.1208.15
A-B 27 0 G-H
1273 -1849
Lumber
B-C 1577-2833 H-1
1380 -2096
Tap chard 2x4 SP 01
C-D 1411-2357 I-J
1429 -2328
Bot chord 2x4 SP#1
D-E 1430-2328 J-K
1411 -2367
Webs 2x4 SP#3
E-F 1380-2096 K-L
1576 -2833
F-G 1273-1849 L-M
27 0
Bracing
(a) Continuous lateral restraint equally spaced on
Maximum Sot Chord Forces Per Ply (lbs)
member. Or 1x4 "T' reinforcement. 80% length of
Chords Tens.Comp. Chords
Tens. Camp.
web member. Same species & SRB grade or better,
attached with ed Box or
Gun (0.113"x2.5°,min.)nails
B - U 2469 -1273 O - P
2038 .1025
@6"cc.
U-T 2466-1273 P-O
2038 -1025
T-S 2038 -996 O-N
2466 -1302
Wind
{{{{g1flylt
S-R2038 -996 N-L
2469 -1302
Member design based on both MWFRS and CBC.
*1�(„•MAgTA
R 1938 -927
O
�\GENSL•c•''i;%,
Maximum Web Forces Per Ply (the)
Webs Tens.Comp. Webs Tens. Comp.
No 047102 •
'.°: � yt "'
U-C 243 -6 G-O
174 -103
*
C-T 328 -478 O-H
742 -465
Z10 :(=y
T-E 289 -162 O-1
403 -488
9'. STATE OF •1(/
E-R 403 -488 1-0
289 -162
�i��.:t ... _.. 11p:•`•�..:e�
F - R 742 -465 O - K
R-G 174 -183 K-N
328 -478
243 -8
Ge03565B]8503D%XA40r0E 79reFD F9.
am °was�[vf eyae as uaa M � W++r++.R<L
A ln- Ye Ni]tSf m et (w ¢an• �++•+M • a+'1
x4mt®m�m1.
rNrmaPmd uneau.m...maw:=.e eo.s.�e,mme
ra Vn9c4xxsreNx�m�aawtMw�eeOUMw[l�axk
taro
as snown above ano on
a division of
«RC)'
SEQN: 6687441 T6/HIPS Ply:1 Job Number. 36CS0056A
FROM: AH Qty: 1 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL ,DR Horton DRW:
Wgt: 212.8 lbs ITruss Label: A8 / ... 10/10/2019
g4•g 73 79'10' F 26'8° + 33'37 + 39'8"
8'4'9 67'7 610° 6'70° 6 6'49
35X8 =3X4 r;5X8
D E F
1112X4 =3X6=3X4 =-3X8 =3X4-3X6 102X4
SEAT PLATE REa
SEATPLITERFA.
F7' fi'2"13 5'99 1' 8'10" 8'70° 1' 5'9"3 6'2"13 V�
6'213 72' 13 79'70" 26'8° 27 ° 33'S°3 39'8"
Loading Criteria (psq
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 15.00 ft
NCBCLL: 1D.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psi
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0"
C&C Dist a: 3.97ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP 93
Wind
Member design based on both MWFRS and C&C
"IMPORTANT'
Snow Criteria(Pg,Pf in PSF)
Defl/CS1 Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): 0.172 E 999 240
Lu: NA Cs: NA
VERT(CL): 0.321 E 999 180
Snow Dumtion: NA
HORZ(LL): 0.069 J - -
HORZ(TQ: 0.128 J - -
Code/Mist Criteria
Creep Factor. 2.0
Bldg Cods:.. FSC 2017 RES
Max TC CSI: 0.446
TPI Std: 7^14
Max SC CSI: 0.558
Rep Fac: Yes
Max Web CSI: 0.564
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEWVer. 17.02.02.1208.15
40m5658ffi509D9eXA4DE� rafiam Fa.
msv�eq aM+w vaa W mum wnrteL
Ntf=e[MY3fI}fAM WP6tNro>ETf at�fra SNA.i
wAuukvPmaWm
ra�'�aa'V�d Gn6uwerdbaat4mMvt�t}sd wk4
YdUBfYM Ya1,LY'O.`bCM1<a#amtMwYW"fN W 4
as
INSTALLERS
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1561 /- /- /953 O76 /305
H 1561 A A /953 f716 (-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.8
H Brg Width = 8.0 Min 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 1502 -2274
B - C 1623 -2836 F - G 1425 -2325
C-D 1425-2325 G-H 1523 -28W
D - E 1502 -2274 H -1 27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-P '2472-1319 M-L 2006 -1008
P-0 2469-1319 L-K 2469 -1348
O-N 2469-1319 K-J 2469 -1348
N - M 2006 -978 J - H 2472 -1348
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
P-C
244 -4
M-F
370
-243
C-N
377 -513
F-L
444
-170
D-N
444 -171
L-G
377
-513
D-M
370 -243
G-J
244
-6
E-M
300 -381
of
V rr�
ompantnr<,vr
any
SEQN: 658742 / T5 / HIPS Ply: 1 Jab Number. 36CS0056A
FROM: AH Qty: 1 4EBB 1828-Cali "D' LL OL /DR Horton /4EBB 1828La1i "D" LL OL,DR Her DRW:
Will: 212.8 lbs Truss Label: A70 / ... 10/10/2019
r 64"9 600"2 I 212'628" + F 3%47 146'4"9 7 5''1"114 128511Bi i4'8" 1
=6X6 N2X4 =3X6=3X4 am6X8
D E F G H
12
6
w g3X4C [14k'U4
O
IN
=4X6N) B J=4X8(A2)
39 K
S R Q P O N M L
102X4 =3X4 =3X6 =3X8 =3X4 =3X6 =3X4 m2X4
SEAT PLATE REQ.
SEAT PLATE REQ.
8fi27j33 49"3 3' 1267'10"2 68"5 3+ 4'9"3 8" 1
2"12T9114022T + 2-19191 25812' 5329
Loading Criteria lost)
Wind Criteria
TCLL 20.00
Wind Std: ASCE7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed ,
BCDL: 10.00
Risk Category: 11
EXP: C Kzt NA
Des Ltl: 37.00
Mean Height 15.00 R
NCBCLL: 10.00
TCDL: 4.2 list
Soffit: 2.00
BCDL: 5.0 psi
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0"
C&C Dist a: 3.97 It
Loc, from endwall: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and C&C.
of
T
N
t7
m
1
Snow Criteria(Pg,m in PSF)
Def#CS1 Criteria
♦ Maximum Reactions(lbs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Gravity Non -Gravity
Pt NA Ce: NA
VERT(LL): 0.191 E 999 240
Loc R+ / R- / Rh / Rw 111 / RL
Lu: NA Cs: NA
VERT(CL): 0.358 E 999 180
B 1561 /- /- /940 /718 1264
Snow Duration: NA
HORZ(LL): 0.070 L - -
J 1561 /- /- 1940 171E A
HORZ(TL): 0.132 L - -
Wind reactions based on MWFRS
Code/Mist Criteria
Creep Factor. 2.0
B Brg Width=8.0 Min Req=1.8
Bldg Code: FBC 2017 RES
Max TC CSI: 0.387
J Big Width = 8.0 Min Req = 1.8
TPI SW: 2014
Max SC CSI: 0.493
Bearings B & J are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.480
Bearings B & J require a seat plate.
FT/RT:20(Oy10(D)
Mfg Specked Camber.
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
WAVE
VIEWVer. 17.02.02.1208.15
A-B 27 0 F-G 1683 -2508
B-C 1644-2814 G-H 1675 -2595
C - D 1522 -2444 H - I 1522 -2444
D-E 1663-2609 1-J 1644 -2814
E-F 16a3-2608 J-K 27 0
46mHH5H385D969CY A3af � J966 m f9
epaxaaumMuwnuu�nw
N (£[tM)IBIfM W=>Ki6na>l1Ma$jaSW-1
tc)a.
l�M'adr�M�.atutwmareiKn4Lmae+AP+S W wYd
w39a iwli uVrtMillbnKta rvRM aNa4 m 6Yh9a49[
msles
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-S
2448-1332
O-N
2133 -1114
S-R
2446-1332
N-M
2133 -1114
R-Q
2133-1094
M-L
2446 -1361
Q-P
2133-1084
L-J
2448 -1361
P-O
2613-1371
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
S-C
199 -8
G-O
Z78
-332
C-R
300 -379
O-H
645
-398
D-R
369 -177
H-M
366
-176
D - P
655 -407
M -1
299
-379
E-P
Z74 -327
I-L
200
-10
P-G
111 -108
to build the
Qa2y
nmpoimnre, uc.
SEQN: 668740 / T4 / HIPS I
Ply: 1 Jo4EBB 182
b Number. 36CS0056A
FROM: AH Qty: 1 828-Cali "D" LL OL/DR Horton /4EBB 1828-Cali "D" LL OL,DR Harlon DRW:
Wgl: 219.8 Ibs Truss Label: Al2 I ... / ... 10/10/2019
li
b
a
=4X6(
6'4"8 + 9' + 14'2"15 F tg 9' 0" 25'S"2 + 30'8" 33.3.8I 39'8" {
6'4"8 278 .215 4'99 1 ST2 5'2°14 2-7"8 64"8
=6X6 =3X4=3X61112X4 =3X4
D E F G H l
i a
I L
� � - wwAAi 0447.
L
l U T S R Q P O N M
IN2X4 =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 1112X4
SEAT PLATE REQ.
39'8"
113110,
SEAT PIATE REQ.
i' 8'2"12 2914 3' 810"9 610"10 1'11"tf 2'9"4 67"12 1'
F 6'2"12 9' 12' 1 71 19'10" + 25'8"10 8 3 33'5°4 39'8"
1 .
�I
Loading Criteria(ps0
Wind Criteria
Snow Criteria(Pg,m!n PSF) DefUCSI Citeria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wnd Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udafl U#
Gravity
Non-Gmv'dy
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.246 G 999 240
Loc R- / R- / Rh
/ Rw
/ U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.461 G 999 180
B 1561 A A
/921
f720 1223
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.075 M - -
K 1561 /- /-
/921
f720 I -
DeB Ld:
Des
C Kzt NA
HORZ TL 0.141 M - -
( )'
Wind reactions based on
MWFRS
.00
NCBCLL: 0 1
Mean Height 15.00 R
disc Criteria Creep Factor. 20.
B Brg Width = 8.0
Min Req = 1.8
.00
Soffit: 2.00
TCDL: 4.2 pal
BldgCodeC
Bldg Cade: FBC 2017 RES Mex TC CSI: 0.393
g
K Brg =
Min Req = 1.8
Load Duration:
BCDL: 5.0 sf
p
MWFRS Parallel 0 to 192
TPI Std: 2014 Max BC 0.512
B &
Bearings B & K ere c rigid surface.
m
:240i.25
.Spacing: 24.0"
it
C8C Dist a: 3.97R
CSSI:
Rep Fac: Yes Max Web CSI: 0.473
473
Bearings B & K require a
seat plate.
Loc. from endwall: not in 4.50 R
FT/RT:20(0)/10(0) Mfg Specified Camber.
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chards Tens.Comp.
-Chords
Tens. Comp.
Wind Duration: 1.60
WAVE VIEWVer. 17.02.02.1208.15
A-B 27 0
G-H
2O29 -3248
Lumber
B-C 1669-2806
H-1
1669 -2952
C-D 1625-25M
1-1
1625 -2566
Tap chard 2x4 SP#1
D-E 1070-2953
J-K
1668 -2806
Bot chord 2x4 SP 91
Webs 2x4 SP#3
E-F 2D29-3248
K-L
27 0
F-G 2029-3248
Wind
Member design based an both MWFRS and CBC.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
B-U 2440-1350
Q-P
2986 -1621
U-T 2438-1350
P-0
2260 -1215
T-S 2260-1186.
O-N
2290 -1215
1istltPtY7
S - R 2260 -1186
N - M
2438 -1379
�+ g„1':IA0#'
'mac S.'.+.+e
R-Q 2986 -1611
M-K
2440 -1379
*,xt34,
'+►,p,.
Maximum Web Fames Per Ply (lb-)
Webs Tens.Camp.
Webs
Tens. Comp.
PID O$iS,4' d
U-C 164 -12
Q-H
338 -191
"
C-T 255 -276
H-P
3a3 -527
D-T 299 -ZD5
P-1
940 -564
D-R 940 -664
N-J
255 -276
R-E 382 -52S
I-N
300 -205
'E-Q 338 -191
J-M
164 .14
..�✓s.�,Q'...... =. w'>1 '.aA'
G-Q 232 -308
Capi5BB0Li Ba30BC0r4ttfr aEJ440m m
or¢..a.e...�mra.•.a
w�1fl.�e. wrivive ea rw..m.eawv.msa wcr
aba¢dapiacldafounoseveaaa¢pu4mS mtrG
mdRa bLi+rtSat +ln��aw[M�An9m.^teMac#
sA4v
to
a division of
INSTALLERS
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nor eua�hi. Thsility
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SEQII: fi68738 / T26 / HIPS Pty: 2 Job Number. 36CS0056A
FROM: AH Qty: 1 4EB31828-Cali "D° LL OL /DR Horton /4EBB 1828-Call "D" LL OL,DR Horton DRW:
Wgt: 259.0 Its Truss Label: A14G / ... 10110Y2019
T 11'S°i 16_1 19'10" 23'it"9 282"15 32'8°
7' 4'S"1 4'3°5 4'7"9 4'7"9 4'3"5 4'S"1 T
1112X4 =4X4 =7X8 =3X8 =7X8 =4X4 M2X4
SEAT PLATE REQ. SEAT PLATE REO.
39'8°
FT T7°72 3'11"13 4'3°5 4'S"1 - 4'5
°7 4'3°5 3'11°73 T7°72
T1"12 171°9 154°15 79'10" 24'3°i 28'6°7 3Yfi°4 39'8°
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 0.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 It
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.97 It
Loc. from endwall: NA
I Wind Duration: 1.60
Lumber
Top chord 2x4 SP 91 :TC2 2x6 SP #1
Bot chord 2)(6 SP M-26
Webs 2x4 SP #3 :WL 2x4 SP #1:
Nailnote
Nail Schedule:0.128'kKW, min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Loading
#1 hip supports 7-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
0
Snow Criteria(Pg,P1 in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non-Gmv'ny
Pf: NA Ce: NA
VERT(LL): 0.270 F 999 240
Loc R+ / R- / Rh / Rw
/ U 1 RL
Lu: NA Cs: NA
VERT(CL): D.510 F 925 180
B 3139 /- A A
11427 A
Snow Duration: NA
HORZ(LL): 0.054 C - -
J 3140 /- A /-
/1428 /-
HORZ(TL): 0.103 C - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
B Brg Width = 8.0 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.347
J Brig Width = 8.0 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.290
Bearings B S J are a rigid surface.
Rep Fee. No
Max Web CSI: 0.300
Bearings B 8 J require a seat plate.
FT7RT:20(Ou10(0)
Mfg Specified Camber.
Maximum Top Chord Forces Per
Ply (Its)
Plate Type(s):
Chords Tens.Camp. Chords
Tens. Comp.
WAVE
VIEWVer. 17.02.02.1208.15
A-B 13 -10 F-G
2150 -4803
B - C 1438 -3178 G - H
2O45 -4569
C-D 1747-3901 H-1
1747 -3901
D - E 2044 -4569 I - J
1439 -3179
E-F 2150-48M J-K
13 -10
Maximum Bot Chord Forces Per Ply (Ibs)
Chards Tens.Camp. Chords
Tens. Comp.
B - R 2815 -1263 O - N
4605 -2068
R - Q 2828 -1265 N - M
3969 -1784
Q - P 3968 -1784 M - L
2829 -1266
P-0 4605 -2068 L-J
2816 .1253
Maximum Web Fames Per Ply (Ibs)
dd�d+t
Webs
Tens.Comp.
Webs
Tens. Comp.
C-R
308 -63
O-G
256
-106
No O47102 '
C-Q
1391 -624
G-N
Z70
-41B
*^
Q-D
442 -797
N-H
788
-342
«y
D - P
788 -342
H - M
442
-795
^(
P-E
270 -41B
M-1
1391
-624
STATE OF a
E-O
256 -107
L-1
308
-64
Qj`(.yy
F-O
189 -235
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W 5m WSw4rmamttAautNaMmmuyaktLeeY
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SEQN: fi68718/T2/GABL PIy:7 Job Number. 36CS0056A
FROM: AH Qty: 7 4EBB 18211-Cali "D" LL OL /DR Harlon /4EBB 1828-Cali "D" LL OL,DR Horton DRW
Wgt: 134.4 lbs Truss Label: 132GE / ... 10/10/2019
Loading Criteria (ps0
TCLL 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Lumber
Top chord 2x4 SP #1
Bat chord 2x4 SP #1
Webs 2x4 SP #3
(TYP)
Wind Criteria
Wnd Std: ASCE7-10
Speed: 16D mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height: 15.00 R
TCDL 4.2 Pat
BCDL: 5.0 psi
MWFRS Parallel Dist D to h/2
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpr 0.18
Wind Duration: 1.60
Plating Notes
All plates are 2X4 except as noted.
Member design based on both MWFRS and CBC.
Additional Notes
See DWGS A16015ENC101014 8 GBLLETIND118 for
gable wind bracing and other requirements.
rhNti
Snow Criteria (P9,Pf in PSF)
Pg: NA Ct: NA CAT:W
Pt NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Cade: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
1
21'4"
Defl/CSI Criteria
PPDeflectianin Ioc L/defl L/#
VERT(LL): -0.001 H 999 240
VERT(CL): 0.001 AE 999 181
HORZ(LL): 0.002 J - -
HORZ(TL): 0.003 J -
Creep Factor. 2.0
Max TC CSI: 0.108
Max BC CSI: 0.033
Max Web CSI: 0.088
Mfg Specified Camber:
VIEWVer. 17.02.02.1208.15
GPM50582850909CxsaaEix Mda W f9
su�asunya Vua m waeW uixr, uu�rtv,
R rR Yt NSie{.19 RS 6M �C:ya uq a f 1Ui
M4a6Katmn6t
ANYd(6bd WIEdK"e.WdYAKtd".YXM�1D=Yd l9{I✓�
Yd N6 W 1 lw2 R� NNYOl M W dMi/91L
t9t��
THIS DRAWING TO ALL CONTRACTORS INCLUDING THE
v-1
L Maximum Reactions (Ibs), or'=PLF
Gravity, Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
P' 81 /- A
/39
137
/71
Wind reactions based on MWFRS
P Brg Width = 255
Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per
Ply (Ibs)
Chards Tens.Comp.
Chants
Tens.
Comp.
A-B 27 0
1-1
304
-24
B-C 87 -120
J-K
253
-21
C-D 80 -90
K-L
202
-23
D-E 105 -71
L-M
154
-43
E-F 153 -50
M-N
105
-64
F-G 202 -29
N-O
74
-84
G-H 253 -21
O-P
81
-113
H-1 303 -24
P-Q
27
0
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp
B-AE
175 -108
X-W
192
-107
AE-AD
183 -110
W-V
191
-107
AD -AC
105 -110
V-U
189
-106
AC -AB
108 -111
U-T
187
-106
AB -AA
190 -112
T-S
185
-105
AA-Z
191 -112
S-R
183
-104
Z-Y
192 -113
R-P
175
-103
Y-X
192 -107
Maximum
Gable Forces Per Ply (Ibs)
Gables
Tens.Comp.
Gables
Tens. Comp.
C-AE
174 -103
W-J
187
-83
D-AD
88 -65
V-K
153
-73
E-AC
101 -74
U-L
100
-73
F-AB
100 -73
T-M
101
-74
G-AA
153 -73
S-N
88
-65
H-Z
197 -03
R-O
174
-103
X-1
0 -162
1nnry
ompartnrs, uc
OM: 70fi490/T15lSPEC Ply:t Jab Number38CS00$6A
FROM: JAH Dry: 1 4EBB 1828-Cali °D' LL OL/DR Horton /4E881828-Cali "D" LL OL,DR Horton DRW:
Wgt: 103.6 lbs Truss Label: B1 / ... 10/102019
KF
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration:1.25
Spacing: 24.0 "
Lumber
Top chord Zx4 SP #1
Hot chord 2x4 SP #1
Webs 2x4 SP #3
SEAT PIATE REG.
5'4'14 law IN 1'2 21'4"
54"14 + 592 S3°2 + 54.14
14 l4 6ax4 -axe W2x4
SEATPIATEREO.
Y3CY
4 11'4"I 54'174
532 9-4' 4 F 25342 ,
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 H
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 R
Loc. from endwall: Any
GCp1: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
of
Snow Criteria(Pg,PI in PSF)
Do4'CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Pt NA Ce: NA
VERT(LL): 0.042 H 999 240
Lu: NA Cs: NA
VERT(CL): 0.079 H 999 180
Snow Duration: NA
HORZ(LL): 0.019 G - -
HORZ(fL): 0.035 G - -
Code/Misr Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.438
TPI Std: 2014
Max BC CSI: 0.320
Rep Fac: Yes
Max Web CSI: 0.304
FT/RT:20(Ou10(D)
Mfg Specked Camber.
Plate Type(s):
WAVE
VIEW Ver. 18.02.01A0205.20
No 047102
STATE OF
ONus'� apASYYLCMYuw]W��uL
n in- u: N n a I M a eY. m N ra n Y. q• wL ]
auer,]®avnma.
MnY9us§saltlntrmnve sac].m�JSer4Cya4ad vrei•E
NroeWA.] tiaras=�mmYawM�ntlnbmM<lettrtotc
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as
I
1
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 869 A A /529 1397 229
F 805 A /- 1463 /360 A
Wind reactions based on MWFRS
B Brg Width = B.0 Min Req = 1.5
F Brg Width = 8.0 Min Req = 1.5
Bearings B & F are a rigid surface.
Bearings B & F require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 D-E 1013 -970
B-C 1236-1390 E-F 1308 .1399
C-D 992 -970
Maximum Hot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-J 1191 -1006 H-G 1199 -1018
J-1 1189 -1006 G-F 1202 -1019
1-H 1189-1006
Maximum Web Forces Per Pk, (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
J-C 205 -4 H-E 516 -438
C-H 503 -427 E-G 207 -20
D-H 511 -466
V sir.
011lfl0/It'/rtt. u[
Job Number.
FROM[AH 720/T3/GABL Cry.11 14EBB 1828-Cali CD"OLL OL/DR Horton/4EBB 1828-Cali"D"LL OL,DR Horton DRW:
Wet: 78.41bs Truss Label: C2GE / ... 10/10/2019
T
�-1'8"--{—rtvP% G---4X4
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wnd Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 15.00 R
NCBCLL: 10.00
TCDL: 4.2 psi
Solid: 2.00
BCDL: 5.0 psi
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0
C&C Dist a: 3.00 R
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bat chord 2x4 SP #1
Webs 2x4 SP #3
Plating Notes
All plates are 2X4 except as noted.
Wind
Member design based on both MWFRS and CBC.
Additional Notes
See DWGS A16015ENC101014 8 GBLLETIN0110 for
gable wind bracing and
other requirements.
"WARNING" READAND
"IMPORTANT" FURNISH THIS DRAM
$now Criteria (Pg.Pf in PSF)
Pg: NA Ct: NA CAT: W
PL NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI SM' 2014
Rep Fac: Yes
FT/RT:20(Oy10(0)
Plate Type(s):
WAVE
14'
14'
DeIIICSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): -0.001 F 999 240
VERT(CL):-0.001 F 999 180
HORZ(LL):-0.002 E - -
HORZ(TL): 0.002 E - -
Creep Factor. 2.0
Me r TC CSI: 0.118
Max BC CSI: 0.026
Max Web CSI: 0.061
Mfg Specked Camber.
VIEWVer. 17.02.02.1208.15
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rt {G.ttx6nnlm@6ltY ldDm,.ffieM�f xH4Li
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as
INSTALLERS
i
1
♦Maximum Reactions (Ibs), or•=PLF
Gravity Non-Gmv'dy
Loc R+ /R- /Rh /Rw /U /RL
B' 84 /- /- /40
/39 112
Wind reactions based on MWFRS
B Big Width = 168 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per
Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
A-B 27 0 G-H
213 -26
B-C 14 -66 H-1
157 -48
C-❑ fit -28 1-1
105 -69
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 got Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-V
145
-46
R-Q
164
-49
V-U
153
-47
Q-P
159
-50
U-T
158
-48
P-O
155
-51
T-S
161
-49
O-N
150
-53
S-R
164
-49
N-L
144
-55
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp
C-V
122
-56
Q-H
205
-83
D-U
115
-75
P-1
159
-72
E-T
159
-72
O-J
115
-75
F-S
205
-83
N-K
122
-56
G-R
13
-89
ney
OIIrpO/12Ati, uc
SEQN: 66'721/T14/SPEC PIy:1 Job Number. 36CSOOSSA
FROM: AH Qty: 1 4EBB 1828-Cali "D' LL OL/DR Horton /4EBB 1828-Cali "D' LL OL,OR Horton DRW:
Wgt: 50.41bs Truss Label: C7 I ... / ... 10/10/2019
SEAT PLATE REQ.
�— 1' 1
Loading Critoda (ps0
Wind Criteria
TCLL: 20.00
Wind Std: ASCE7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 15.00 fl
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 R
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Tap chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and C&C
7'
14'
7'
Snow Criberia (Pg.Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl LI#
Pt NA Ce: NA
VERT(LL): -0.019 E 999 240
Lu: NA Cs: NA
VERT(CL): 0.021 E 999 180
Snow Duration: NA
HORZ(LL):-0.009 E - -
HORZ(TL): 0.011 E - -
Code / Mine Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.683
TPI Std: 2014
Max BC CSI: 0.422
Rep Fac: Yes
Max Web CSI: 0.119
FT/RT:20(0)/10(0)
Mfg Specified Camber.
Plate Type(s):
WAVE
VIEWVer. 17.02.02.1208.15
STATE 4F
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as shown above ane on
SEAT PLATE REQ.
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R. /Rh /Rw /U /RL
B 593 1- /- /371 1272 1158
D 527 /- A 1304 /234 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Big Width =8.0 Min Req=1.5
Bearings B & D are a rigid surface.
Bearings B & D require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 C-D B09 -738
B-C T77 -739
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-E 598 -536 E-D 598 -536
Maximum Web Fames Per Ply (lba)
Webs Tens.Camp.
C-E 311 -82
�nry
ompaxnrs. uc
SEON: 706504/T29/COMN Ply'
Job Number. 36CS0056A
FROM: JAH City: 1 4EBB 1828-Cali "D" LL OL /DR Horton 14EBS 1828-Cali "D" LL OL,DR Horton DRW:
W9t 37.8 be Truss Label: Di .. / ... 10/102019
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit 2.00
Load Duration: 1.25
Spacing: 24.0"
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
5'
C=4X4
T ,2
6 p
o_
lV
=2X4(A7) B D=2X4(At)
11 y' A R
UE
F
1112X4
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 it
TCDL: 4.2 psf
BCDL• 5.0 psi
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 ft
Loc. ftom endwall: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and CBC.
Left bottom chord exposed to wind.
10'
Snow Criteria(Pg,PIMPSFj
DofUCSl Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Pf: NA Ce: NA
VERT(LL): -0.011 F 999 240
Lu: NA Cs: NA
VERT(CL): 0.011 F 999 180
Snow Duration: NA
HORZ(LL):-0.004 F - -
HORZ(TL): 0.005 F - -
Code I Misc Criteria
Creep Factor. 2.0
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.282
TPI Std: 2014
Max BC CSI: 0.253
Rep Faa: Yes
Max Web CSI: 0.090
FT/RT:20(0)/10(0)
Mfg Specified Camber.
Plate Type(s):
WAVE
VIEWVer. 18.02.01A.0205.20
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THIS DRAWING TO ALL CONTRACTORS INCLUDING
♦Maximum Reactions (Ibs)
Gravity
Loc R+ / R- / Rh
Non -Gravity
IRw /U /RL
B 438 A A
1424 224 /134
D 438 A /-
1259 223 A
Wind reactions based on
MWFRS
B Brg Width = 3.5
Min Req = 1.5
D Brg Width = 3.5
Min Req = 1.5
Bearings B & D are a rigid surface.
Maximum Top Chord Fames Per Pry (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
A-B 27 0
C-D 760 -492
B-C 814 .492
D-E 27 0
Maximum Bat Chord Fames Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-F 420 -595 F-D 420 -595
Maximum Web Fames Per Ply (Ibs)
Webs Tens.Comp.
C - F 302 -416
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nmywntnts, u�
SECiN: 7065001 T22 I COMN Ply:1 Job Number.38CS0056A
FROM: JAH City: 1 4EBB 1828-Cali "D" LL OL/DR Horton /4EBB 1828-Call'D' LL OL,DR Horton DRW.
Wilt: 37.8 Ibs Truss Label: D2 / ... 10/10/2019
Loading Criteria (ps0
TCLL 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP 93
II
Wind Criteria
Wind Std: ASCE 7-te
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
Left bottom chord exposed to wind.
a division of
10,
9
C=4X4
10,
Snow Critaria(Pg,w in PSF)
DefOCSl Criteria
Pg: NA CV. NA CAT: NA
PP Deflection in too L/defl L/#
Pt NA Ce: NA
VERT(LL): -0.011 F 999 240
Lu: NA Cs: NA
VERT(CL): 0.011 F 999 180
Snow Duration: NA
HORZ(LL):-0.004 F - -
HORZ(TL): 0.005 F - -
Code / Miss Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.282
TPI Sid: 2014
Max BC CSI: 0.253
Rep Fac: Yes
Max Web CSI: 0.090
FT/RT:20(0)/10(0)
Mfg Specified Camber.
Plate Type(s):
WAVE
VIEW Ver 18.02.01A.0205.20
No 047162
a
1: STATE OF
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as
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loe R+ /R- /Rh /Rw /U /RL
B 438 /- /- /424 /224 /134
D 438 /- /- /259 /223 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Real = 1.5
0 Brg Width = 3.5 Min Req = 1.5
Bearings B & D are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp,
A-B 27 0 C-D 780 -492
B-C 814 -492 D-E 27 0
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-F 420 -595 F-D 420 -595
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C-F 302 -416
build the
rmty
nmpar+cnrs. uc
0
SE0N:706498/T24/HIPS PIy:1 Job Number. 36CS0056A
FROM: JAH Qly:1 4EBB 1828-Cali "D" LL OL/DR Horton/4EBB 1826-Cali"D"LL OL,DR Horton DRW.
Wat 50.416s Truss Label: D3G I ... / ... 10/102019
fi
3' + 5' I 7' + 10'
3' 2' 2' 3'
II19X4
111 n4 =ono 111a ff
10'
3'112 1'10"4 1'10"4 3'112
3'112 S, 'I 6'10„4 I 10' 1'
Loading Criteria (psi)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE7-10
TCOL 7.00
Speed: 160 mph
BCLL 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: ll
EXP: C Kzt NA
Des Ltl: 37.00
Mean Height: 15.00 it
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: 3.00ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bat chord 2x4 SP 91
Webs 2x4 SP #3
Loading
#1 hip supports 3-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS
Left bottom chord exposed to wind.
"IMPORTANT' FURNISHTHIS
Snow Criteria (PO.Pf in PSF)
Deft/CSI Criteria
♦Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Defection in too L/def L/#
Gravity Non -Gravity
Pf. NA Cc: NA
VERT(LL): 0.012 D 999 240
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.022 D 999 100
B Sao /- /- /- 238 A
Snow Duration: NA
HORZ(LL): 0.004 H - -
F 501 /- /- A 239 /-
HORZ(TL): 0.008 H - -
Wind reactions based on MWFRS
Code/Nano Criteria
Creep Factor. 2.0
B Big Width =3.5 Min Req=1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.080
F Big Width = 3.5 Min Req = 1.5
TPI Sid: 2014
Max BC CSI: 0.118
Bearings B & F are n rigid surface.
Rep Fac: No
Max Web CSI: 0.051
Maximum Top Chord Fames 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 289 -678
WAVE
VIEW Ver. 18.02.01A.0205.20
B-C 295 -670 E-F 297 -672
C-D 209 -678 F-G 27 -20
Maximum Bot Chord Fames Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-J 565 -238 I-H 576 -238
J-1 573 -236 H-F 558 -24D
Maximum Web Forces Per Ply ([be)
Webs Tens.Comp. Webs Tens. Comn,
C-J 82 0 I-E 130 -64
C -1 133 -66 H - E 85 0
({tU1;7lI!!
0-1 95 -116
r 1 1
c00159581a 5p9a9C%A6aP0f ]9fi0 mF9
aaveat✓�.°° uav W axon uu[mt
W (0..Y[.Nlllrjll lb Yiv Jm,s]Mva uTraYMi
Mlm(aO14f[H.
AkIO(iiNbCUEeweaJMmrt�' vilq�tlm9 w48
rof Oe1NLi vYeMb'JsfsYlaatN�dtlmm/akNti1[
installing and training. Refer to and fallow the latest edition of BCSI (Building
actices prior to performing these functions. Installers shall provide tempors �ni,),
propedy attached structural sheathinnn end bottom chord shall have a pronper�y
mnaint of webs shell have bracing Ins,
per SCSI sections B3, B7 or B10,
as shown above end on the Joint Details, unless noted othenvisa. fteferto ompanenre. w
not be ms onsible for. any deviation from this drewing,any failure to build the
'e iinstailati8n and bracing of trusses A seal on this drawing or cover page
ngineering reaponarbility solely- faiths OMIgn shown. The suitability
SEON: 6983921 T27/ VAL
Ply:1
Job Number. 36CS0056A
FROM: JAH
Cry:1
4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D" LLOL,DR Horton
DRW
Wgt: 25.2 lbs
Truss Label: V8
/ ... 10/10/2019
L 3'11
r 3'11"8 3'11"8
12 B=4X4
T s�
tY=3X4(D1)=3X4(D1)
A
C
1
D 1112X4
711"
3'1 3'11 "8
' r 3'11"8 7'11"
Loading Criteria (psi)
Wind Criteria
Snow Criteria(Pg,Pf in PSF)
DB8/CSI Criteria
♦ Maximum Reactions(fim, or•=PLF
TCLL 20.00
Wind Std: ASCE 7-10
Pg: NA Ct NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pt NA CA: NA
VERT(LL): -0.008 D 999 240
Loa R+ / R- / Rh / Rw / U / RL
E' 75 /- A 136 /28 /8
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.011 D 999 180
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.004 D - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C Kxt NA
HORZ(TL): 0.005 D - -
E Brg Width = 95.0 Min Req = -
Code / Mise Criteria
NCBCLL: 10.00
Mean Height 15.00 ft
TCDL: 4.2 psi
Creep Factor. 2.0
Bearing A is a rigid surface.
Soffit: 2.00
BCDL: 5.0 psi
Bldg Cade:, FBC 2017 RES
Max TC CSI: 0.134
Maximum Top Chard Forces Per Ply(Ibs)
Load Duration: 1.25
MWFRS Parallel Dist h/2 to h
TPI Std: 2014
Max BC CSI: 0.115
Chords Tens.Comp. Chords Tens. Comp.
A.B 201 -170 B-C 201 -170
Spacing: 24.0"
CBC Dist a: 3.00it
Rep Fac Yes
Max Web CSI: 0.103
Loc, from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specked Camber.
GCpi: 0.18
Plate Type(s):
Maximum got Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.02.1208.75
Chords Tens.Comp. Chords Tens. Comp.
Lumber A-D 223 -147 D-C 223 -147
Top chord 2x4 SP #1
Botchord2x4We SP Maximum Web Forces Per P Ibs)
Webs 2x4 SP #3 #1
ty
Webs Tens.Comp.
Wind
B-D 347 -310
Member design based on bath MWFRS and CBC.
Additional Notes
See DWG VAL160101014 for valley details.
,,ttit1t1111;)�'��
4 L Mq i
tid7182
............
.•�
SERIAL
9:
6001333effi SD30%%KOE OE 1e6e FD r9
r++m�' Yagn+anvaaMwu.n eunauc
n m.rx.naMu mw.mxscw.wrwt
x +emr�owe.
rwcm,wnadeeuvawnrc+cwb•e 4ovee4 aosd
a.teaw.a..mweas.ms. mrra,.vammrwan,w.:
�m
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re4wire eMreme care in febrioetinn, hendlina shieping, installing and brecing..Refer to end follow Ne latest etlkion of BCSI (Building /T/��
Component Salary Information, hYYTPI and SBCA) fat safety prechms pnorro pedortnrng these functions. Insbllere shall previde fempararY
brawn ear BCSI. Unless noletl otherwise,lop chord shell have prcpedy attached sWcturel sheaNinn antl bottom chortl shell have a proaerly
�aN
attacheE riggid ceiling Locations shown (or uertnanent lateral restraint of webs shell have bmann installed per BCSI sections B3, B7 or 810, empontnrs. yr
kefer
as applicahlo: Apply orates to each face,of Wss antl position as shown above and on the Joinf Details, unless notetl otherwise. to
drawings 160A-Z for standard plate poshrons.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this diawing.oW failure to build the
truss in conformance with ANSI PI 1, or for handlin shi pin , installation and bracing of trusses Ag eal on this drawing or cover page
listing Nistlrawin� Indicates acce�nice of pro)fePars angineerin� responsibility solely mr the design shown. The su8ahllity
and use of this Urawingforanys eture is Ore responalhility of the 9uiltling Designer per AN51/TPI1 Sec.2.
For more information sae NNjob's genemi notes page and these web vtes: ALPINE: xmw.el in.U...;T 1: wwwA insta ;68C wmv.abandua .mm'ICC, www.iwere.a
SEQN:6 3941T121VAL PIy:1 Jab Number. 36CS0056A
FROM: JAH Qty: 1 4EBS 1B28-Cali'D" LL OL/DR Horton/4EBB 1828-Cali "D' LL OL,DR Horton DRW:
Wgt: 16.81bs Truss Label: V4 ... / ... 10/10/2019
T
1
Loading Criteria (psi)
Wind Criteria
TCLL: 20.00
Wnd Std: ASCE7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: It
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 15.00 ft
NCSCLL: 10.00
TCDL: 4.2 psf
Soffit 2.00
BCDL: 5.0 psi
Load Duration: 1.25
MWFRS Parallel Dist h/2 to h
Spacing: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwail: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP 01
Bot chord 2x4 SP #1
Wind
Member design based an both MWFRS and CBC.
Additional Notes
See DWG VAL160101014 for valley details.
a
any
1'11"8 3'11"
1'11 "8 1'11 "8
12
6
B=3X4
3X4(D1)=3X4(D1)
A C
D
j- 3-11"
Snow Criteria(Pg.PI in PSF)
DofVCSl Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in toe Udefl U#
Pt NA Ce: NA
VERT(LL): -0.003 999 240
Lu: NA Cs: NA
VERT(CL): 0.006 999 180
Snow Duration: NA
HORZ(LL): 0.001 - -
HORZ(TL):0.002 - -
CodeIMiaeCriteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.057
TPI td: 2014
Max BC CSI: 0.070
Rep Fee: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Speed Camber.
Plate Type(s):
WAVE
VIEWVer. 17.02.02.1208.15
No 047162
STATE OF
4)035BSB]a Sa3a9CXMDE0E196a FA F9
,swm+dr yp+e aee vm w wor wnees.
n m.uer'iamirmemawuamn�tr rwt
uwwovr.mr.
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.x a w t rwa"m"maa we r wuxe r uydays
as
♦Maximum Reactions (lbs), or•=PLF
Gravity Non -Gravity
Lac R+ IR- /Rh /Rw /U /RL
D' 75 /- /- 136 122 16
Wind reactions based on MWFRS
D Big Width =47.0 Min Req=-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Camp. Chords Tens. Comp.
A-B 187 -163 B-C 187 -163
Maximum got Chord Forces Per Ply (the)
Chards Tens.CamP.
A-C 160 -148
failure to build the
g or cover page
rn. The suifability,
�nry
nmponmrs. ua
SEON: 668724/T19/EJAC Ply:1 Job Number. 36CS0056A
FROM: AH City: 8 4EBB 1828-Cali'D" LL OL/DR Horton /4EBB 1828-Cali "D" LL OL OR Horton DRW:
Wgt: 23.8 lbs Tress Label: E.17 / ... 10110,2019
Loading Criteria (psQ
TCLU 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.a0
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chard 2x4 SP #1
Bat chord 20 SP #1
C
12
6
m
o
m
in
c
2X4(A1) B
E A
D
SEAT PLATE RED.
1 7, 'I
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Krt NA
Mean Height: 15.00 h
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 R
Loc, from endwall: not in 4.50 ft
GCpi: DAB
Wind Duration: 1.60
Wind
Member design based on both MWFRS and CBC.
"IMPORTANT" FURNISHTHIS
Snow Criteria(Pg,Pr in PSF)
DefgCSl Criteria
Pg: NA Ct NA CAT: NA
PP Deflection in loc Udefl U#
Pt NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL):-0.014 D - -
HORZ(TL): 0.025 D - -
Code/Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.496
TPI Std: 2014
Max BC CSI: 0.368
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0u10(0)
Mfg Specked Camber.
Plate Type(s):
VIEWVer. 17.02.02.1208.15
WAVE
No 047162 ?w�
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THE
♦Maximum Reactions (Ibs)
Gravity Non-Gmvny
Loc R+ /R- /Rh /Rw I /RL
B 336 /• A /259 /117 /173
D 127 /• /- /101 120 A
C 171 /- A /91 1133 !-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brg Wdth=1.5 Min Req= -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Tap Chord Fames Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 77 -151
Maximum Bat Chard Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
rrnry
nn1'Lr s. w
SEQN: 698457 / T28 / HIP_ Ph"'
I Job Number. 36CSU056A
FROM: AH City: 4ESB 1B2B-Call "D"LL OL/DR Horton 14EBB 1828-Cali "D" LL OL,DR Horton DRW:
Wat: 14.0 His Truss Label: E.12 ... / ... 10/10/2019
Loading Criteria (ps0
Wind Criteria
TOLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: It
EXP: C KA NA
Des Ld: 37.00
Mean Height 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 cast
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist h/2 to h
Spacing:24.0"
CBC Dist a: 3.00 it
Loc. from endwall: not in 9.00 it
GCpi: 0.16
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Hangers / Ties
Simpson Construction Hardware is speed based
on the most current information provided by Simpson
Strong -Tie. Please refer to the most recent Simpson
Strong -Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different
connections than indicated. Refer to manufacturer
publication for additional information.
Bearing at location x=1'9" ,y=8'8" uses the following
support conditions: 1'9"
Bearing D (1'9", 8'8") HUS26
Supporting Member: (1)Zx6 SP 01
(14) 0.148"x3" nails into supporting
member,
(4)0.148"x3"nails into supported
member.
Wind
Member design based on both MWFRS and CBC.
THIS
47
r.
SEAT PLTE REQ.
A--- 2
2,
F1
Snow Criteria(Pg,Pr in PSF)
D9fVCSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LQ: 0.000 D -
HORZ(TL): 0.000 D - -
Code / Mise Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.094
TPI Sid: 2014
Max BC CSI: 0.022
Rep Fae: Yes
Max Web CSI: 0.026
FT/RT:20(0)110(0)
Mfg Specked Camber.
Plate Type(s):
WAVE
VIEW Ver. 17.02.02.1208.15
mllffi1.
STATE OF
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LD
♦Maximum Reactions (Ibs)
Gravity
Loc R+ / R. / Rh
Non -Gravity
/Rw /U /RL
B 87 A /- 1144 169 /64
D 44 /4 /- /41 /30 /-
Wind reactions based on MVJFRS
B Brg Width = 8.0 Min Req = 1.5
0 Brg Width =- Min Req = -
Bearing B is a rigid surface.
Bearing requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 13 0 B-C 4 -38
Maximum Bat Chord Forces Per Ply (the)
Chards Tens.Comp.
B-D 1 -2
Maximum Web Forces Per Ply (Ibs) .
Webs Tens.Comp.
C-D 69 -12
failure to build the
gar cover pag
in. The suits ility
(fRifr
omP111" s. w
SEON: 668725
FROM:AH
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"
Top chord 2x4 SP 91
Bat chord 2x4 SP g1
City:6 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 182&Cali"D' LL OL,DR Horton DRW:
Vitt: 21.0 lbs I Tress Label: EJ7A I ... / ... 10/10/2019
SEAT PLATE REQ.
Wind Criboria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h2
C&C Dist a: 3.00 it
Loc. from endwall: not in 4.50 R
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
B
7'
7'
Snow Criteria (Pg,Pf in PSF)
Deil/CSI Criteria
♦Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in too L/defi U#
Gravity Non-Gravd
Pf: NA Ce: NA
VERT(LL): NA
Loc R+ / R. ! Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): NA
A 270 A /- 1188 !/9 1151
Snow Duration: NA
HORZ(LL):-0.017 C - -
C 128 /- /- 1104 /21 /-
HORZ(TL): 0.027 C - -
B 174 /- /- /95 /135 h
Code / Misc Criteria
Creep Factor. 2.0
Wind reactions based on MWFRS
Bldg Cade: FBC 2017 RES
Max TC C51: 0.505
A Big Width = 8.0 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.373
C Brg Width = 1.5 Min Req = -
Rep Fee: Yes
Max Web CSI: 0.0b0
B Brg Width = 1.5 Min Req = -
PT0)/10(0)
Mfg Specked Camber.
Bearing A is a rigid surface.
Bearing A requires a seat plate.
Platete Typ Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver. 77.02.02.1208.15
Chards Tens.Comp.
A-B 78 -152
Maximum Bat Chord Forces Per Ply (]its)
Chards Tens.Comp.
A-C 0 0
No 047102
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Installing and bracing.Refer to and follow the latest edition of BCSI (Building
actices prior to performing these functions. Installers shall provide tempera mrrs,
property
traint ofwebs shall have bracinap installed per BCSI seectionsl 83 B7 orr 10Y
as shown above end an the JoinF Details, unless noted otherwise. kefer to ompaurnrs.,u
1 Job Number. 36CS0056A
FROM: JAH 06/T32/EJAC OH 3 I4EBB 1828-Cali"DOLL OL/DR Horton 14EBB 1828-Cali"0"LL OL ,DR Horton DRW:
Wet 12.6 Its Truss Label: E.13 / ... 10/10/2019
Loading Criteria (ps0
TCLL: 20.00
TCDL 7.00
BCLL: 0.00
BCDL 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soltit 2.00
Load Duration: 1.25
Spacing: 24.0"
Tap chord 2x4 SP #1
Bot chord 2x4 SP #1
Ci
12 T s�
CM
O to
2X4(A1) B
A
D
Wind Criteria
Wintl Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: It
EXP: C Kzt: NA
Mean Height 15.00 ft
TCDL: 4.2 Pat
BCDL: 5.0 pet
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 ft
Loc. tram endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and CBC.
Left bottom chord exposed to wind.
THIS
51
31
Snow Criteria(Pg,M in PSF)
Dot/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Pt NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL):-0.003 D - -
HORZ(TL): 0.003 D - -
Code/Miss Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.174
TPI Std: 2014
Max BC CSI: 0.071
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(Ou10(0)
Mfg Specified Camber.
Plate Type(s):
WAVE
VIEWVer. 18.02.01A.0205.20
No 047162
ot; �
STATE OF
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\LL NOTES ON THIS DRAWING[
as
♦ Maximum Reactions ([be)
Gravity Non -Gravity
Los R+ /R. /Rh /Rw /U /RL
B 193 A F /202 193 PIS
D 51 /- /- 173 133 A
C 64 /- A 135 /50 A
Wind reactions based on MWFRS
B Big Width = 3.5 Min Req = 1.5
D Brg Width - 1.5 Min Req = -
C Brg Width =1.5 Min Req = -
Beadng B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 29 -105
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
iilure to build the
. The suMbility
rmg
omponenrr.,v
SEQN: 6687271 T16/JACK Ply. 1 Job Number. 36CS0056A 'I
FROM: AH Qty: 4 4EBB 1828-Cali "D" LL OL/DR Horton /4EBB 1828-Cali "D" LL OL,DR Horton DRW:
Wgt: 16.8 lbs Truss Label: CJS / ... 10/10/2019
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Lc: 37.00
NCBCLL: 10,00
Soffit 2.00
Load Duration: 1.25
Spacing: 24.0 "
Top chord 2x4 SP flit
Bot chord 2x4 SP 91
N
SEAT PLATE REQ.
Wind Criteria
Wind Std: ASCE 7-lD
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 It
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
a
5'
5'
Snow Criteria(Pg.Pf in PSF)
DaMCSI Criteria
Pg: NA Cf NA CAT: NA
PP Deflection in Too Udell Uft
Pt NA Cc: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CQ: NA
Snow Duration: NA
HORZ(LL):-0.007D - -
HORZ(TL): 0.008 D - -
Code /Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.309
TPI Sid: 2014
Max BC CSI: 0.18"
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(Ov10(0)
Mfg Speed Camber.
Plate Type(s):
WAVE
VIEW Von 17.02.02.1208.15
No 047102
STATE OF
4601585a}SSDx19C9CMeE0E1969mF9
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i
♦Maximum Reactions fibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U lRL
B 263 /- /- 1208 196 1129
D 90 1- /- 170 /13 /-
C 119 /- A /62 193 /-
Wind reactions based on MWFRS
B Big Width =8.0 Min Req=1.5
D Brg Width =1.5 Min Rail =-
C Brg Width =1.5 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 53 -120
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
failure to build the
g or cover page
in. The suitability
«nay
ompanents. u
SEQN:668728/T17/JACK PIy:1 Job Number. 36CS0056A
FROM: AH Qty: 4 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL,DR Horton DRW:
Wgt 12.6 lbs I Truss Label: CJ3 / ... t0/10/2019
Loading Criteria (psi)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind Criteria
WndStd: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wnd Duration: 1.60
Wind
Member design based on both MWFRS and CBC.
THIS DRAW NG
SEAT PLATE REQ.
3'
3'
Snow Criteria(Pg,PI in PSF)
De9/CSI Criteria
Pg: NA Ct NA CAT: NA
PP Deflection in too L/defl L#t
Pt NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL):-o.003 D - -
HORZ(TL): 0.003 D - -
Code / Misc Criteria
Creep Factor. 2.0
Pldg Code: FBC 2017 RES
Max TC CSC 0.174
Tot Std: 2014
Max BC CSI: 0.072
Rep Fac: Yes
Max Web CSI: 0.000
F7/RT:20(0)110(0)
Mfg Specked Camber.
Plate Type(s):
WAVE
VIEW Ver. 17.02.02.1208.15
bamsa seas sososcxnace ce nse to ro
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�a
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lave bmann lnstallea per Hl
on the Joint Details. unless
T
T
fV
1
♦Maximum Reactions (Ibs)
Gravity Non-Gmvity
Loc R+ /R- /Rh /Rw /U /RL
B 193 /- /- 1162 776 186
D 51 /- /- 141 /6 /-
C 64 /- /- 130 /51 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brill Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
gearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 29 -105
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
failure to build the
g or cover page,
in. The suitability
11�11-11pyl—t�
SEQN: 668729/T78/JACK Ply:l Job Number. 36CS0056A
FROM: AH Qty: 4 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL,DR Horton DRW:
Wgt 11.2 Ibs I Truss Label: CJi I ... / ... 10/10/2019
Loading Criteria (psf)
TCLL 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.Oa
Des Ld: 37.00
NCBCLL: lo.oa
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Lumber
Top chord 2x4 SP #1
Bat chord 2x4 SP #1
12
6 � C
2X4(A1) B rf)
C)J— A 1,—�
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
E%P: C Kzt NA
Mean Height 15.00 ft
TCDL: 4.2 psi
BCDL: 5.0 psi
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
AI
SEAT PLATE REQ.
Snow Criteria(Pg,Pf in PSF)
Defl/CSl Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pt NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): 0.000 D - -
HORZ(TL): 0.000 D - -
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.163
TPI Std: 2014
Max BC CSI: 0'015
Rep Fac: Yes
Max Web CSI: O.00D
FT/RT:20(Oy10(0)
Mfg Specked Camber.
Plate Type(s):
WAVE
VIEW Ver 17.02.02.1208.15
' No 647IC2
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of
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw I /RL
B 15a A /- /145 /77 142
D 11 /-1 /- /18 110 /-
C - /-14 /- /25 /28 1-
Wind reactions based on MWFRS
B Big Width = B.0 Min Req = 1.5
D Big Width =1.5 Min Req=-
C Big Width =1.5 Min Req= -
Beanng 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 28 -19
Maximum Bat Chord Fames Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
build the
114P,
O➢Iff011GtltS, u[
SEQN: 668730/T20/JACK PIy:7 Jab Number. 36CS0056AI
FROM: JAH Qly: 4 4EBB 1828-Cali "D" LL OL/DR Horton /4EBB 1828-Cali °D° LL OL ,DR Horton DRW
Wilt: 11.2 Ibs Truss Label: CAA / ... 10/10/2019
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 1D.00
Des Ld: 37.00
NCBCLL: 10.D0
Soffit 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
w
Wind Criteria
Wnd Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height 15.00 ft
TCDL: 4.2 psi
BCDL: 5.0 psi
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
Left bottom chord exposed to wind.
0
12
6 F,� C
2X4(A1) B
Snow Criteria (Pg.Ffin PSF)
Pg: NA Ct: NA CAT:W
Pt NA Cc: NA
Lu: NA Cs: NA
Snow Duration: NA
Code y Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fac: Yes
FT/RT:20(Ou10(0)
Plate Type(s):
WAVE
i�
1r '
Defl/CSI Criteria
PP Deflection in loc L/deft L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.000 D - -
HORZ(TL): 0.000 D - -
Creep Factor. 2.0
Max TC CSI: 0.163
Max BC CSI: 0.014
Max Web CSI: 0.000
Mfg Specked Camber.
VIEWVer: 17.02.02.1208.15
No 047W
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wn essevu�cmy uyse eu uma w+a+++a•..dneL
W jRiY.Mft@tm0aahadd°DOLTA vekri6W!
t t0.
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THE INSTALLERS
♦ Maximum Reactions (firs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 150 A A
/157 189 /42
D 11 /-1 /-
/10 12 /-
C - /-14 /-
122 125 /-
Wind reactions based on MWFRS
B Brg Width = 3.5
Min Req = 1.5
D Brg Width =1.5
Min Req = -
C Brg Width = 1.5
Wn. Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
A-B 27 0
B-C 27 -19
Maximum got Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
pnty
O)npOn2nt�. u<
Job Number.
FROM: AH 732/T27/HIP- Qri 2 4EBB 1828-Cali OL/DR Horton /4EBB 1828-Cali"D"LL OL,DR Horton DRW:
Wgt 42.0 Ibs Truss Label: HJ7 / ... 10/102019
6'3"
53"
SEAT PLATE REQ.
9'10"1
37"
1011
6'1"4 3'2" �6"17
�- 1'5" -7= 6'1"4 9'3.4 041
Loading Criteria (ps0
Wind Criteria
TCLL: 20.00
Wind Std: ASCE7-10
TCDL: 7.00
Speed: 160 mph '
BCLL: 0.00
Enclosure: Closed
BCDL: iD.00
Risk Category: 11
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 15.00 ft
NCBCLL: 10.D0
TCDL: 4.2 list
Soffit: 2.60
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist 0 to h2
Spacing: 24.0"
CBC Dist a: 3.00it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 20 SP 91
Bot chord 2x4 SP #1
Webs 2x4 SP 93
Special Loads
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25)
TC: From 0 pit at -1.41 to
55 pIf at 0.00
TC: From 2 pit at 0.00 to
2 pif at 9.84
BC: From 0 pit at -1.41 to
4 pit at 0.00
BC: From 2 pit at 0.00 to
2 pit at 9.84
TC: .71b Cone. Load at 1.41
TC: 128 lb Conc. Load at 4.24
TC: 238 lb Conc. Load at 7.07
BC: 23 lb Conc. Load at 1.41
BC: 103 lb Conc. Load at 4.24
BC: 179 Ib Conc. Load at 7.07
Wind
Wind loads and reactions based on MWFRS.
"IMPORTANT'
t
tj
Snow Criteria(Pg.Pt in PSF)
DofUCSI Criteria
♦ Maximum Reactions(lbs)
Pg: NA Ct NA CAT: NA
PP Deflection in loc Udell L/#
Gravity Non-Gmv'dy
Pt NA Cei NA
VERT(LL): 0.015 G 999 240
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.028 G 999 180
B 330 A A A 208 /-
Snow Dumbon: NA
HORZ(LL): 0.004 F - -
E 385 /- /0 /- /175 /0
HORZ(TL): 0.008 F - -
D 29 /- /- A 114 A
Code / Misc Criteria
Creep Factor. 2.0
Wind reactions based on MWFRS
Bldg Code: FBC 2017 RES
Max TC CSI: 0.241
B Brg Width = 10.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.326'
E Big Width = 1.5 Min Req = -
Rep Fac: Varies by Ld Case
Max Web CSI: 0.256
D Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
FT/RT:20(0)/10(0)
Mfg Speckr. Specified Camber.
Bearing B requires a seat plate.
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEWVer. 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp.
A-B 14 -11 C-D 55 -72
B-C 330 -650
WBI5a S8285a309C1CA4af aE r96Bm f9
.a"+� i�..aarueayrarv�.�+
xM, m Hsmim m eaarMr �wr m,6 a rxt�n
wom>xunmta
amaapnN rrnacuawaawrrw.�«er"pvam�a snee
.aNx wa.i.MuarotlrnrvaamsseaWmenmvatcmemo
as snown aoave and on
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-G 604 -290 F-E 0 0
G-F 591 -2a8
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
G-C 206 -47 C-F 345 -709
failure to build the
g or cover page
in. The suitability
aney
ompannrro, vc
SECiN:706502/T25/HIP_ Ply:1 Job Number. 36CS0056A
FROM: JAH City: 2 4EBB 1828-Cali "D" LL OL /OR Horton /4EBB 1828-Cali "D" LL OL ,DR Horton
Will: 16.8 lbs I Truss Label: HJ3
4
DRW:
... / ... 10/10/2019
4.24 T
to
2M(A1) B N
1 A4 D
�- 1'5"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Endosure: Closed
BCDL: 10.00
Risk Category: ll
EKP: C Kzt NA
Des Ld: 37.00
Mean Height 15.00 R
NCBCLL: 0.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist 0 to W2
Spacing: 24.0"
CaC Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Tap chord 2x4 SP 91
Bat chord 2x4 SP #1
Loading
Hipjack supports 2-11-8 setbackjacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
"IMPORTANT' FURNISH
4'2"3
4'2"3
Snow Criteria(P9,PI in PSF)
DeIUCSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in lot Udell U#
Pt NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): 0.001 D - -
HORZ(TL): 0.002 D - -
Code/Mist Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Mex TC CSI: 0.091
TPI Std: 2014
Max BC CSI: 0.052
Rep Fac: No
Max Web CSI: 0.000
FT/RT:20(0)110(0)
Mfg Specified Camber.
Plate Type(s):
VIEW Ver. 18.02.01A.0205.20
WAVE
No 0471O2
M
L
SDMS63at83D909C3CA40Ebf N63 rD F9
amvarar rea<r vma w=� u+naua
R tYieCMAYjMMQa9s"�_ faw.muW4t
M#nvtea.uN.
Rt�aArmnanmeo-umm4aRmel:,a: ESN wm4
.�wu.watunwame,munmr.dae mw�+�
1LL NOTES ON THIS DRAWiNGI
as shown above ana on
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 84 A /- /- 145 /-
D 28 /- A f7 /- A
C 64 A /- A /48 A
Wind reactions based on MWFRS
B Brg Width = 4.2 Min Req = 1.5
0 Brg WtlLh=1.5 Min Req= -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (]be)
A-B 9 -6 B-C 21 -16
Maximum Bat Chord Forces Per Ply (Iba)
Chords Tens.Comp.
B-D 0 0
a to build the
cover page„
The suitability
/ , F
Il/ ...eontnrc u<
Gable Stud Reinforcerent DetaR
ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or. 140 mph Wind Speed, 15' Hem Height, Partlally Enclosed, Exposure Cl Kzt = 1.00
Dn 140 mph Wind Speed,$S' Mean Height, Enclosed, Exposure D, Kzt = 1.00
❑rn 120 nnh Vind Sneed. IS' Henn Helabt. Partlnlly Enclosed. Exposure D. Kzt - 1.00
S
2x4 Brace
Gable Vertical
pacing Species Grade
No
Braces
(D Ix4 'L' Brace a
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace x
(1) 2x6 'LSrnw w
f2)'2x6"L' 8race x
Group A
Group E
Group A
Group B
Group A
Group B
Group A
Group B
-
Group A
Group B
#1 / #2
3' In,
6' 7'
6' to-
7' 9'
_.8' V
91. 3'
' 7'
12'
2, 8'
1 ' 0'
14' '
U
S P F
I13
3' 8'
5' 9'
6' 2'
7' 8'
7' U.
9' 1'
9' 6'
12, 0'
l2' 6-
14' 0'
141 0-
Stud
3' 8'
5' 9'
6' 1'
7' 8'
7' 11'
9' I'
9' 6'
le, 0'
12, 6-
14' 0'
14' 0'
Q
HF
Standard
3' e'
4' It-
5' 3'
6' 7'
7' V
e' It-
9' 6-
10' 4'
11' V
14. 0'
I4' 0'
#I
4' 0'
6. 8'
6' It,
7' 10'
8' 2'
9. 4'
9' 8'
12' 4'
12, 9'
14' 0'
14' 0'
J
k
S P
02
3' to,
6' 7'
6' to-
7' "9'
8' 1'
91. 3'
9. 7'
I2' 2
12, B'
14. 0'
14' 0'
#3
3' 9'
5' 3'
5' 7'
6' It-
7' 5'
9' 2'
9' 7'
10, 11'
11' 8'
14' 0'
14' 0'
d
oi
D F L
Stud
3' 9'
5' 3-
5' 7'
6' II'
7' 5'
9' 2'
9' 7'
IO"11'
IF 8'
14. 0'
14' 0'
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'.
8'. 1l'
9' 8'
10' 4'
13' V
14' D'
la
#1 / #2
4. 5'
7' 6-
7' 9'
e' to,
9' 3-
10' 7'
11' 0'
13' It,
14' 0'
14' 0'
14' G'
:P
S P F
43
4. 2'
7' V
7' 9-
B' 9'
0' 1'
l0' 5'
to, to-
13, 9'
14. 0'
14' 0'
14' 0'
l..l
I IFW#33
4' 2'
7' 1-
7' 6'
8' 9'
9' l'
to, 5-
10, lo''
13, 9'
14' 0'
14' 0'
I4' 0'
O
Hl
standard
4' 2'
6' t'
6' 5-
8' 1'
8' 0'
to, 5-
ID' IO'
12, 8'
13' 7'
14. 0'
LV 0'-
4' 7'
7' 7'
7' ll
9' 0'
9' 4'
10' 8'
ll' l'
14' 0'
14' 0'
14' 0'
14' 0^
\
/
S P4'
5'
7' 6'
7' 9'
e' 10'
9. 3'
10' 7'
11' D'
'13, I1'
14. V
14' 0'
l4' 0.
c
4' 4'
6'5'6'
10,
8' 6'
_
9''
to' 6-
10 ❑'
13' 4'
14' 0'
I4' 0'
14' 0'G,
°
DF"L4'
4'
6'S'6'
10'
8' 6'
9'1'10,
6'
l0 11'
13' 4'
14' 0'
14. 0'
14, 0'
4' 2'
5' e'
6' G'
7' 6'
8' 0'
10, 2'
le' LO,
11. 10,
12' 7'
- 14' 0'
14' 0'
#1 / #2
4' 10'
8' 3'
8' 7-
9' 9'
1e'.2'
10' 7'
12, 1'
14' 0'
14. 0'
14' 0'
14, a-
d
S P F
#3
4' 7'
8' P.
8. 5'
91 8'
to, 0'
11' 6.
12, 0'
14' 0'
14' 0'
V'
U
IJF
Stud
4' T
8' 2'
B' S'
9' 8'
10. 0'
11' 6'
12' 0'
14' 0'
14' 0'
0
fl
Standard -
4' 7'
]' 0"
]' S'
9' 4'
]D' 0'
11' b'
12' 0'
14. 0'
14' 0'
X
S'
'''9'11'
10' 3'
il' 9'
12' 3'
14' 0'
14' 0'
SP#I'8'
#2
4' 10'
8' 3'
e' 7'
9' 9'
to, 2'.
11' 7'
12, 1'
14' 0'
14' 0'
M14'O'114'0'
d
q34'
9'
7' 4-
7' 10'
9' 8'
IB, l'
11'7'
12' 0'
14' 0'
14' 0'
DFL
Stud
4. 9'
T d'
T ]0'
9' 8'
10. 1'
11' .
12' 0'
14' G'14'
0'
.-(
Standard
4' T
6. 6'
6' il'
e' 8'
9' 3'
I1. 6'
12' 0'
IT 7'
14. 0'
Dm'1Uc.t Mace ray b
doubled, length any be
doubted when dleonnl
Mace Iused connect009
en
diagonalt Mefar or6
et each d.. Max web
total length Is 14%
Vertical Length shown
In table above.
Connect
Ali Gl'/dDMPANY
133VL W,WD..
EarlcL'.Moo:ol5
Ab'ovt
Truss '
( ro• ME
L
Br ce
3K)E
2x6 Dr-L 02 or
�.
better r3nganao
'-
brace' shot.
B' W
or double cut
L 1
45'
Co. showN at
upper end
Ilk
41 Refer to chart
WNamifiau FIID !Jm fiLlaV !41 lg1ES Q1 Tlat O xxQ
weiWRTPNfww nfMl91 SWS TYNY116 m ML COxfa`ataM1t DAV OM TIE INMILL.IXi.
BID, as t . A pom w wca lac
Dow.SN a wee.
wit nat be nmr>tmY I- w.Iatu. s
q .. N11A I. ar fa^ bww. sbppLie.
BradnB Group Species and Grades
Group AI
ruse -Pine -fir Hen -Fir
at / 02 Standartl Iaz Stutl
#3 1 Stud I 1 43 IStanddrd
Dou Ins RI-Lorch Seuthe n rrens
43 43
S d Stud
Ste,Ward Stnndnrd
Group B,
Hen -Fir
tl1 6 Btr
pl
Dieu we
Fir -Larch Bnuthemn Pb,pww
01 pl
tle we
1.4 Brous shall be SRO (Stress -Rated Board).
vror 1.4 So. Pine use only IntivetNbl 55 or
lndustrhl 43 Stress -Rated Boards. Group B
velues my be used with these rbtles.
Gable Truss Detail Not/2es,
VIM Load tleflec<loa crlterian Is L4a
Provide uplift connections for >5 Alf over
continuous bearing (S psf TO Dead Lbed).
Gable end supports teed from 4' 0' ou[lookers
with 2' 0' brh.n9• ar 12' plywood ovarhnng.
Attach •L' braces wM 101 (01281x3.0' nW .1,
39 For (1) 'L' Mace• apace rafts at 2' a
In 18' end zones and 4' ae. Wt... n zones.
)K)k7l (z) 'L' braces spbce nags at 3' o.c
In Is, entl ]ones and 6' ac. between zone..
bracing nust be a nininun of 80% of web
nenber length
Gable Vertical Plate Sizes
• Refer to connon truss design Par
peak, spoke, and beet pates.
Refer to the Building Designer for conditions
net addressed by this dateff.
Vertkel Le tin
No S Ike
Less kMn 4. 0'
2%3
Orenter thw 4. 0', but
less then 11. 6'
3%4
Greeter than 11. 6'
4%9
DATE
DRWC
OF �\
MAX. TOT. LD. 60 PSF
MAX, SPACING 24.0'
Gable Stud Reinforcement. Detall
ASCE 7-10: 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
w F.,rineaa. Fvnncure D. Kzt = 1.00
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
(b Ix4 'L' Brace .
(1) 2.4 'L' Brace x
_ -
(2) 2x4 'L' Brace •
(1) 2x6 'L' 3rnce IS
(2) ex5 •L' Brace •-
Group A
Group B
Group A
--
Group B
-
Group A
Group B
Group A
Group B
Group A
Group B
S
01 / B2.
3'.e'
6' 3'
6' 6'.
7' 5'
7' 8'
B' 9'
9' 2'
ll' 7'
12' a--
113' 9'
14' 0-
p r
I F
R3
3' 6'
S' S'
5, 9'
7, 2,.
7, 7,
8, 8,
9,3'.
Il' SI'
13' T
14. 0'.
US
1 7(-
Stud
3' 6'
5' 4'
5' '
7' 2'
7' 7'
8' 8'
A' t'
11" 2'
11' 11'
13' 7'
14' 0•
O
HE
3' 6'
4' 7'
4' It'
6'. 2'
6' 7'
8' 4-
8' 11'
9' 8'
10' 4'
13, 1'
14' 0'
O1
3' !0•
6' 4'
6' T
T 6'
T 9'
8' ll'
9' 3•
11' 9''
t2' 2'-
'13' I1'
14' V
J
a
S P3'
8•
b' 1'
6' 6'
7' 5•
T.B'
8' 9'
9' 2'
ill T
12' 0'
13' 9^
14' 0'
7-
r4'':30'
6. IV
B' 9'
9' 1'
10' I'
10, to-
�.
DF L3'
3' 7-
4' 10'
5' 2'
6' S'
6' u.
9' 11
10"1'
to, to-
13,
R#33
3' 3'
4' 3`
4' 7'
5' 8'
6' V
8' 3-
8' it,
9' 7'
12, a,
13, 0'
U
.
1' 2'
7' 2'
T 9'
8' 5'
8' 9'
10 G.
13, 31
13' 9'
14' 0'
14, 0'
[� r"lit
JI r4'
0'
6' T
T 5'
8' 4'
8' 8'
10 4'
13"1`
13' T
14' 0'"
l4' 0•
l_f
r4'
V
6' T
T 0'
8' 4'
8' 8•
4101.-
10' 4'
13, 1'
13' 7'
14' 0'
14,0'
4. V
5` 8'
6' -0'
T 6'
8' 0'
to' 4'
ll' 10'
12' 8'
14' 0'.
14' De
Wl
4. 5'
7" 3'
T b'
8' T
8' I1'
10 T
13' 5,
l3' il'
lb' Or
14' 0'
`Of
/
S P
q2
9" 2'
7"2'
'7' 5'
8' S•
8' 9'
d0 6`
13' 3'
13' 9'l4'
0•
14' 0'
a
k34'
1-
5' ill
6' 4
'7. 11'
e' 5•
- 10 5''
12` 51
.l3' 3t.
14' 0'
l4' V
Q1
�.
D F L
Stud
Standard
of / N2
4' 1'
4' 0'
4' 8'
5 11'
5' 3'-
7' it-
6. 4'
' 5' 7'
11 2'
7' IV
7'" 0'
9' 4'
B' S•
7' 6' .
9' e'
10, 0'
9' 5•
10 1'
l0 5'
l0 2
11 6
12' S'
11 0'
14' 0'
IT 3-
Sl' 9'
14' 0'
14' 0'
l4' 0'
14' 0'
14' 0'
14' 0`
14' 0'
C3
pi-�
S F
R3
4'. 5'
7' 7'.
8 1.
91. 2'
6'
ID' 33'
it 5
t4` 0'
14' 0'
t4' 0'
14' 0•
u'
-
U
'J r
Stud
4' 5'
V 7'
8' l'
9''2'
9' 6'
l0' il''
ll' S'
'.ld' -0'
14' 0'.
IA' 0'
l4' 0"
O
Standard.
4' 5'
6' 6'
6 Ill
8' 8'
9' 3'
10, ll'
I3 5'
13' 7'
14' 0-
14' or
14' 0'
B1
4' 104
8'
B' 3
9'.5'
!91
9' 9'
1 ' 2'
it, e'
14' 0'
14' 0'
14' 0'
14. 0'
X
S P
g2
4' 8'
: 7' ill
a 2'
9' 4'
9' B'
Ill 1'
11 6'
14' 0'
14' 0'
14' 0'
l4' 0'
Cj
03
4' 6'
6' to,
7' 3'
9' 1'
9' 7'
11' 0'
11' 6'
14' 0'
14' 0•
14' 0'
14' 0'
N
D F L
Stud
4' V
6' 10'
7' 3-
9' 1-
9' 7'
il' 0'
- 6'
.-y
Standard4'
S'
6' i'
6' S.
8' t'
8' T.
10' ll'
Dlago. t mace oP"
verdcat tenoth may be
doubted when diagonal
brace Is used. Connect
diagonal mace •far 69011,
.t each and. Max web
totot length Is 14'.
Vertical length shown.
In tobte ow...
d � J
AN f W O]Mf'kNy
13389L0belronl p(ve
EPMgip,M06X45
plot. Teuss
T
1B' �
L l
Hr ce I
2.6 DF-L t2 or.
better di ... hot
T
1
brace) single
8:
45•
or &.We cut
<os Shown) at
1- -i-
upper and,
-
nt4,uoaa Dooming -
Refer to chart above for max 902E01))115)rtuft;, leng'
..VMw,gozS PG➢ Me, ntur, NL MTIFS bl DBS 0e4w NQ
nrwtN+r.. nRHlw oC, ranva+c m.,ux CWIeboliSS Dwum0o M IIUTflafRs
oleo T vabreatvy harWwe Nppl a ..wumg and . rw R ver. to w
C;("� A.
L Y
v.we ww extras
i+'dr W IM Mro Wtect monew, of 9C(BLLtlCno0 ad,." )nfmma d"', v Fill and Saab Pm Safety
V r' }�j•
.tY pne, a Pemfarema tN.e fwGtbna L t R IWt Pro Ida u.Mewry am clog Mr B61
W umne tm cMrd a,,, ha SmAy a e l tr tu 1 d+ Marallo
=~�. t
ew,'orld.bntten
I M' preperly att F d IpW cwWmlp L.ocotbn bm P P t 1 to t +teaht of ve.
1 mI boon, F tolled 11at beadame IS BT am, adaoNW at ow, platato each P
tmu dud po It. ac Shawn ado me m the Jed, gtae. W tad b
y
N
!m t an has 16W-2 foe St"ard, date doNtbm.
)h emMbn f liv MIF cwp eat "1 cnoii t h worm. f aZ.e.w. f
lea dn, f xe b bWW the b ss in Formes Ith Mvilt [ 1 Pa ham, , Showea
ATE OF
/ V�
,eet-mH4i, era ha or t e+.
1 m br bvNlp An wWm page IYtRq lHf M1dJg.. M.a<e. amPtanee oP profmstivel
neewmysp meipanMRltY sANy far eM bad Nmwn The MtabYilY erd use of We erawhe
a^Y aM�eUee Is tee meWmsNMYat Ms &,®eaBaNC,er Pee AVSfIIPI 1. SemP.
:.�0 q• y. V
O AI
Bracing. Group Species and Grades,
Group A,
S ruce-Plne-Fir - Hen -Fir
tl 1 a2 Siantlartl p2 Stutl
C3 Stud 1 03 Stantlnrtl
Dou los Flr-Lurch Southern Pin....
03 1 03
Stu I Stud
Standard Standard
Group B,
Hen-Plr
al B Bt
al
.Dou Ids Flr-Loeph Southern Pima...
al al
a2 a2
1.4 Braces shall br/SRB (Stress -Rated BoorrD.
,..Fee 1.4 Sd. Pine use only "fed.Strial'S5 -
Industrlal 45 Stress-Roted Board.. Group B
values may be Used with these e.d S.
Gable Truss Detall Notes -
Wind Ladd deflection criterion he L/240.
Pravlde uplift cpnneeGnns for 135 all, over
continuous bearing (5 pall T, Dead L..O,
Gable .end supports toad .from 4' 0• oU{lookers
Nth 2' 0' w1hong, ar M' plywood averhamp
Attach IV braces with 10d (0.128'x3.0' Nh) heals.
A For (D 'L' braces space nags at 8' e,c,
In IS, oxi E m.S .M 4' a.a between Ian's:
)Kwror (2) 'L• braces, space molls of 3• oc.
h 19' end zones antl 6' o.e between zones.
-V beadle, must be . Am. of 80% of web
member length,
Gable Vertical Plate Sizes
lVertical Len th NoS Ike
ess tran 4' 0• 2%4
Greater than 4' 0', but 4%4 "
less
than 52' 0'
t Refer to common. truss design far
Peak, splice, and heel plates.
Refer to the Bullaina Designer far conditions
not addres.ed by ens detail.
REF ASCE7-10-GABI6030
DATE 10/01/14
TOT, LD. 60
Gable Detail
For Let -in Verticals
If web has a scab brace, then webs
over 48' from Joint to Joint need
to be braced with 'L' or, 'T' braces.
Brace Is 90% of member length.
No 'L' or 'T'
brace required
In lieu of scab brace Gable
vertical length greater than
48' 'L' or 'T' brace required
'1
Reinfo
Monk
Ge
Tr
Gable vertical length
Treater than 46' 'L'
r 'I' brace required
Refer to appropriate Alpine gable detail for
minimum plate sizes for vertical studs.
teRefer to Engineered truss design for peak,
splice, web, and heel plates.
®If gable vertical plates overlap, use a
single plate that covers the total area of
the overlopped plates to span the web.
Example. 2X/2
2X4
Provide connections for uplift specified on the engineered truss design.
Attach each 'T' reinforcing member with
End Driven Malls.
10d Common (0.148'x 3.',mW N.Rs at 4' o.c, plus
(4) nails In the top and bottom chords.
Toenalled Nails.
10d Common (O.l4B'x3',min) Toenails at 4' o,c, plus
(4) toenalls In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detail forASCE
wind load.
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, Al2D15ENCI01014, A14015ENC101014, A16015ENC1D1014,
AIBDISENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A1153CENC1010144 A1203CENC1DID14, A14030ENC101014, A16030ENC121014,
A1803DENC101014, A20030ENCIOIO14, A2DO30END101014, A2003OPEDIOID14
See appropriate Alpine gable detail for maximum unrelnforced gable vertical length.
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toe -nail - Or - End -mall
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detalU
Maximum allowable 'T' reinforced gable vertical
length Is 14' from top to bottom chord.
'T' reinforcing member materlal must match size,
specie, and grade of the 'L' reinforcing member.
Web Length Increase w/ 'T' Brace
Example.
ASCE 7-10 Wind Speed = fe0 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable VertIc.l a 24'o.c. SP 03
'T' Reinforcing Member Size = 2x4
'T' Brace Increase (From Above) = 30Y. = 1.30
(1) 2x4 'L' Brace Length - B' 7'
Maximum 'T' Reinforced Gable Vertical Length
1.30 x 8'7'=11' 2'
'T' Relnf.
Mbr. Size
'T'
Increase
2x4
3D Y.
2x6
2D Y.
���N�Q O
AN (1W COMPANY
E&MCakd.NOMa
ESA Cry,NOWMS
ovwrmra. uFrm AND ■�( f wIo uI T Mir
wwMO[fAVan FWtaSN nas IMPARA I Ta ALL c0fl3u44M3H2 DELUMIG TIE IMSTALLFAS.
f� ins left" a'dxtan extreme care
hUhadY�wb°rta,*nentt SSaaf°y Wa,`ft11aI,'f;yendM � W Refer aafny
eeracW.. w1b, b yerformag tarn fu.eou. Wteens sar2'.Idw tvmpwn trash par ecsl.
Ila... rota o hard..' tap chow .MR have YaperlY .tnah.d .truetural shea'iN.,a a,3 bttam cWed
afar. have ° ePcprYao�sppletrly °ttawd rlptl a L°m �Uad Par37 Cnvn foae prppyxwut lateral nstrpmt of cvec
Rarerer ta° ametlmeYipz 1 M-2 %m °Add am pine Jae Oetn14 Wenwro4d .0a. wrdn. patee to each face
• wPht, a Mwb. W ITV Butri. Co. sTx� IK shell hat b rr.Pa.dble Im dtdeSxel iron
tlee *..vQ any fabww to buR, M eras. In mMermane wMM1 ANSVIPI L or for 1.wmio..bppro,
meengetbn A bracmg or truest.
A wwal an the dra.bg or rarer aefbo tab dra la , rYoanw aoopbu. eP Pwefvedowl ,
f• peary . r rtdr y e`r u o�w� o.r avt�Ia a a+vIWL
For mar. wormat a taw ww. Ferd maws end thee. eb wen
ALPDiD wn.Plpbwkpmm TPG m ar g°sew ..1w: arm 100 vaxccafe
p„u.
a`ae£y!e„eT/'ti
�sT,: �i`"°P �Fi
eat to wnca w
jet
mn :`wmmxen
__ — .•.•.._•••
MAX. TOT. LD, 60 PSF
REF LET —IN VERT
DATE 10/01/14
DRWG GBLLETIN1014
DUR. FAC. ANY
MAX. SPACING 'Z4.�'
2x4
x Nip Frame Details
B
W4X4, Min. � , „ _ r-7r--
TYp�
W1.5X3
TYp.
W3X4, Min.
)t Hip Frame, 'R'
Hip frame stops at plumb cut of
jacks to maintain pitch continuity:.
Hip frame lumber Is SPF, So. Pine, HF,
or DFL Standard,. Stud grade, or better.
Frame
—T—
Common
T
es
Stepped Hip
System Trusses
2x4 Purlins
Setback
n I cNW
Hip
ed and Sheathed
d Area
amex
--------- ___ - B Bottom Chord
W3X4, :Min: o- Attach hip frame to flat chordsof stepped hips
at all overlapping points with (2) 0.131'x3.5' nails.
Bottom chord of hip frame to be attached to
#1 hip with 0.131'x3.5' nails @ 6' O.c, maximum spacing.
See 'Engineer's sealed design for setback, I
lumber, plating, loading,, and duration factor required,
'R' Hipframe chords may be trimmed up to 2' to fit,
purlins must be intact andproperly attached.
Use this detail
for,
ASCE 7-10y
160
mph,
30'
Mean
Hgt,
Partially
Enclosed,
Exp
C;
or
ASCE 7-10,
160
mph,
30'
Mean
Hgt;
.Partially
Enclosed,
Exp
D,
or
ASCE 7-05,
140
mph,
30'
Mean
Hgt,
Partially
Enclosed,
Cat
II,
Exp C, or
ASCE 7-02,
140
mph,
30'
Mean
Hgt,
Partially
.Enclosed,
Cat
1I,
Exp C,
Residentlal,
Wind TC
DL=42 psf, Kzt=1,00
Hip Frame
ction B-B
�-`— Setback Stepped Hip
^-- —System Trusses
ie - provided by truss manufacturer,
ie is designed to provide bracing for flat top
of hip frame system where Indicated, Flat top
of stepped hip system .must be So. Pine lumber.
rQs„ppnels roust be properly attached directly
OF
Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1.00
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better.
Bot Chord .2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF 41/02, DF-L.#2 or better,
Xx Attach each valley to every supporting truss with,
(2) 16d box (0.135' x 3S') malls toe-nalled for
ASCE 7-10 160 mph, 30' Mean Height, Enclosed
Building, Exp. C, Wind TC DL=S psf, Kzt = 1.00
Or
ASCE 7-10 140 mph, 30' Mean Height, Enclosed -
Building, Exp. D, Wind TC DL=S psf, Kzt = 1.00
Bottom chord may be square or pitched cut
as shown.
Valleys short enough to be cut as solid triangular
members from a single 2x6, or larger as required,
shall be permitted in lieu of fabricating from
separate 2x4 members.
All plates shown are ITW BCG Wave Plates.
3X4
12
12 Max
2X4 X4
i 8-0-0 max -�
12
12 Max. I—
IX3
IX3
5X4/SPL
20-0-0 (++)
Supporting trusses at 24' o.c, maximum spacing.
ANITWCOMPAW
+xes wrnwu u
E.M,.MOB S
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 867 length of
web, same species and grade or better, attached with 10d box
(0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at mid -length of web is permitted with diagonal
bracing g as .shown In ➢RWG BRCLBANC1014.
Top chord of truss beneath valley set must be braced withL
properly attached, rated sheathing applied prior to valley truss
Installation.
Or
Purllns 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.
wwr Note that the purtin 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'-d'.
Pitched Cut Bottom Chord S
Valley y
roe -naked /
.w
Rv,
x4 Q, cV19*
I- SQP
2X4
Cut Stubbed Valley
Chord End Detail
s iATE OF
T
\{OAtOP
LL 30U55
DL 20
DL 10
LL 0
LD. 60
24,0'
Optional Hip
Joint Detail
REF
DATE
IDRWG VAL.160101014 I
Piggyback Detail - ASCE 7-101 160 mph, 30'Mean 'Height, Enclosed, Exposure C, Kzt=1,00
160 noph Vintl. 30.00 Ft'Menn Hgt, ASCE 7-10, Enclosed Bid%p located anywhere In roof, Exp C, Wind OL='SA psf (min), Kzt=1.0.
Or 140 mph. wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed HIdg, located anywhere In root, Exp Do wind DL= 5.0 psf (minb Kzt=40.
Note' Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purtins. The building Engineer of Record shall
.provide diagonal bracing or any other suitable anchorage to permanently restrain purtins, and lateral bracing for out of plane leadsovergable ends.
Maximum truss spacing Is 24' o.c. detail Is hot applicable IF cap supports additionalloads such as cupola, steeple, chimney or drao strut bads.
we Refer to Engineer's sealed truss design drawing for piggyback and base truss s eclficaVohs.
Detail A : Purlin Spacing = 24' o,c, or less
Piggyback . cop truss slant nailed is all Sop chord
12 \\Puriln bracing with (2) with
box nails rage'... b
Up to 12 I and secure tap chord with 2.4 h grade scab
CI side only at each mail.
attached with
2 rows of 10d box nails <a129'x39 at 4' p.c.
spacing =
O . Max
L—Tap Chord Scab (Typica( Each End) Flat top chord purllns. required at both
ends and at 24' max o.c. spacing In between. -
Detail B ' Purloin Spacing > 24' o,c,
Piggyback cap) 16d slant nailed to all top chord secure to
bracing with x4 3 box Halls <a sid onl and eaha top
chord with 2x4 B3 grade scab x side only at each end)
attached. with 2 rows of IOtl box Halls (0.128'x39 6t 4' o.c.
Attach he
ot top chord
12 :using a minimum of (2rlin bracing to tf ). 16dboxndts 00.135'x359.
Up to 12 V I it \\
Chord Scab (Typical Each End)
Note, If purllns
AN.M WMMNy
)3JBetekeironlpnva
F,wn c,y,wioeJaas
11 24' .4. no.
Flat top chord purllns required at
both ends, purlln spacing > 24' o.c.
specified on the flat top of the base
at 24' o.c. max, and use Detail A.
op
Attach purlln bracing to the flat top chord
using (2) 16d box halls 0135'x3.54.
The top chard 03 grade 2.4 scab may be replaced
with either of the following' (P' 3X8 Trulox
plate Attached with (8) 0.120'x1.375' malls, (4)
Into cap TC E (4) Into base truss TC or (i) 28PB
wave piggyback plate plated to the piggyback
truss TC and attached to the base truss TC with.
(4) 0120'xl.375' nails. Notes Nalmg thru holes of
wave plot. Is acceptable.
w In addition, provide connection
with one of the following methods'
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3R1g Trulax plates for 2x6 and larger chord
members. Attach to each face 2 8' o.c. with (4)
0.120'x1.375' nails Into cap button chard and (4)
in base truss top chard. Trulox plates .nay be
staggered 4' o.c. front to back faces.
APA Rated Gusset
8'x8'x7/I6' (min) APA rated sheatHh 9d commossets
Coach Fgce). Attach 9 8' .... with 084 6n
(0.113'x2 ) ..nailsper gusset (4) In cap bottom
chord and (4) In base truss top Chord. Gussets.
may be staggered 4' o.c, front to back faces.
2.4 Vertical Scabs..
2x4 SPF 02, full chord depth scabs (each face),
Attach 2 9' ac. with (6) 10d box nails (0,128'x3')
er scab, (3) In cop bottom chord. and (3) In
now truss top chord, Scabs may bestaggered
o.C.. front to back. faces.
28PB Wave Plnayback .Plate
One 28PB waveechhplaagyback plate td each Face
fabricationttlittacthpto supPor ngctruss withoF
(4) 0.120'xL375' nails per face per ply,
Piggyback plates may be staggered 4 o.e. front
to back faces,
24.0'
CLR Reinforcing Member Substitution
This detall Is to be used when a Continuous Lateral Restraint (CLR)
Is specified on a truss design but an alternative web
reinforcement method Is desired.
Notes,
This detail Is only applicable for changing., the specified, CLR
shown on single ply sealed designs to T-reinforcement or
L-relnforecement or scab reinforcement,
Alternative reinforcementspecified in chart below may be conservative..
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Web Member
Specified CLR
Alternative
Reinforecement
Size
Restraint
T- or L- Relnf.
Scab Reinf..
2x3 or 2x4
I row
2x4
1-2x4
2x3 or 2x4
2 rows
2x6
2-2x4
2x6
;1 row
2x4
1-2x6
2x6
2 rows
2x6
2-ww
2x8
1 row
2x6
I-axe
2x8
2 rows
2x6
2-2x6w
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design.
00 Center scab on wide face of web. Apply (1) scab to each
face of web,
.+ Twry
rcr�.:raarzr,��
T-Reinforcement
OY> T-Reinf,
L-Reinforcement) or
L-Relnf.
Apply to either side of web narrow face.
Attach with IOd (0.128'x3.0%nin) nalls
at 6' oz. Reinforcing member Is
a minimum 807. of web
member length.
T-Relnf, L-Relnf,
Scab Reinforcement
.Apply scab(s) to wide face of web,
No more than (1) scab per face.
Attach with 10d (0,128'x3,01,mm) nails
at 6' o.c„ Relnfor'cing member Is a
minimum 80% of web member length„
Scab Reinf,
nn Lw rwr.."amp,
o""Pw m ep a4°�Ortu.np �
NRI/IPI 1' Seed
TC LL PSF REF, CLR Subst,
TIC DL PSF DATE 10/01/14
C.DL PSF DRWG BRCLBSUBIC
C LL PSF
OF OT. LD, PSF
Cracked or Broken Member Repair Detail
Load Duration = 0%
This drawing specifies repairs for a truss with broken chord Member forcesmay be increased for Duration of Load
or web member.
This design Is valid onlyy for singgle ply trusses with 2x4 or
2x6 broken members. No morethan 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.
(115= Damaged area, 12' max length of damaged section
(L) = Minimum nailing distance on each side of damaged, area (B)
(S) = Two 2x4 or two 2x6 side members, same size,. grade, and
species as damaged member Apply one scab per face.
Minimum side member Iength<s) =. (2)(L) + (B)
Scab member length (S) must be, within the broken panel.
Nall into 2x4 members using two (2) rows at 4' o.c., rows staggered.
Nail Into 2x6 members using three (3). rows at. 4' os., 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
detall Is limited to Visual. grade #1 and MSR grade 1650f.
This repair detall may be used for broken connector plate at
mid -panel splices.
This repair detail may not be used for damaged chord or web
sections occurring within the connector plate area.
Broken chord may not support any tie-in loads.
S
L Typ cal ~
0 O O + O O + O +
.I 2' (_
Stagger
+ = Rack Face lOd Box <0,128' x 3', min) Nails,
O = Front Face 2x6 Member - Double
Row Sta perei
Nail Spacinq Detail
'�TMR..
AN ITW OOMPANY
13M UIMk Mo&.
E.1h c0'MO8 5,
Maximum Member Axial Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web Only
2x4
12'
6204
635#
730#
800#
Web Only
2x4
18,
975#.
1055#.
1295#
1415#
Web or Chord
2x4
24'
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 Chordl
2.6
5165#
52804
1 60954
6660#
13��e
V'
MEMBER
10/01/14
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' pl- � LENGTH TO TRIM FILLER
EXISTING FILLER
FROM THIS DETAIL.
MATERIAL. FOR FALSE
FRAME CHORDS.
USE k3 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 (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS).
BILATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM1
CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND
LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
BRACING EXCEED 10'-0' O.C. FOR A SINGLE —PLY TRUSS BOTTOM CHORD.
REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE. THE REQUIRED-.BRAC",
CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED I
DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR L
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
PER THE LATEST VECSION OF.. ANSI/TPI.
wremmra.. c s A0,I) ;uL wra 6i TIQS'uuvnm
.•Y'PmiTmR r,swwl Tws muvcc TO ai'anPnerws walmmv TI¢ =T'u
T 'wa...v,n. nnr. a vnamuro. noneueo, yryyp��� n.mlww d,e veag. wa.I
atlb. w Inbat .nitlw oa =11 Wq lapme ' 9fe<j 1M <M. kry TPI oM SBCN fm
pu flws pbf to pnanMp th.o Ivi[Yuli., WkYxs sYnll pa We t pre�eq pi
WL W eM. qy . Np d _ m, propa,tY e<tnrlve atri¢turol aMe nrAr et
.mu Mw n wwa+r d Pn rM+eywe se IX 87 ..rn.. aw w Pt mee 1I l.nv�e
✓�oLL Inn Mn'1V Fat.Yte Pn" �i ctb,s eb B) ¢� ele, m nopma.. a�yv putea m a
d ��ne p.+mn ss ne...ee..Hae a w �.nt new'a Iwr.a roW nwnw.
a.re. w anm¢s 16a-z'o stnnmfe qnd wNtNns
I.
AN K WCOMI NW ew a-.wnv`s, 'ei�:.NI 1—. In.�rwlua¢nu uavin I`E", ar`�ego-
k1P<nllntlM l bM<Yg Of tNCP1A
A pnl a lfib e...um d mvn p9e e%t50 tW 6'a1%v F6'¢tn nccRtcK tt P�huk
M+. t—,rp1J{y ar-p Pm y eryp. Inn. Dlr altablltY nrN tPx of tM ero.v0
1]]BBi¢k¢bonlOMn is n^Y Llr„cfry h tlw r.aP�n %atY er tM S AMO mWas M At"I t. Sv'2
EaM GN.M06b15 MPI„rL�� e1Jw1A�'mniV VIi"�.W.taW,�. Strco S�l�roi�ebcPwAaisWm�alta='iai.Jr�can'.'
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX.
SPACING AND IOPSF.MAX, CEILING LOAD., WITH THE EXCEPTIONS
NOTED ON THIS SHEET
1. STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITION
2.'INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS.
3. LOADS IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME.
4. DRAG LOADS CONNECTED TO THE FALSE FRAME.
5. TOP CHORD APPLIED FALSE FRAMES.
6. LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL.
7. VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O').
S. FALSEFRAMES ON CANTILEVER SECTIONS OF A TRUSS.
DOES
— 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 JOIN
- 1F NEEDED,.A 2x4 FALSE. FRAME BOTTOM CHDRD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE).
FIELD APPLIED
PLACE FALSE FRAME CHORD IN —PLANE WITH THE TRUSS.
CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE. FALSE
FRAME CHORD, TO BE PLACED. AT EACH END IN ADDITION TO ABOVE REQ.
JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX
(0.128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLI
MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND
Bd NAILS (0.113x2.5') @ 3' O.C. AT THE FALSE FRAME HEEL JOINT IF
DESIRE➢.
VERTICALS MAY BE JOINE➢ BY (2)3x6 TRULOX PLATES WITH (4) 11 GAUGE
(01200) x1.375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS).
IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18'
LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH
C6)-10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE
FACE ONLY). ......
STATE OF
*4oFt j
BC FILLER
IDRWG REPBCFIL1014 I
SCAB 2X4
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,
OVERHANG DETAIL
ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D,
30,00 ft mean hgt, lccated 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 chorddesignated on
Engineer's sealed design and three times the overhang length, Attach
overhang scab to one face of top chord with 10d box (0,128'x3.0', min)
nails at 8' o.c, plus clusters of four nails where shown in figure below 00.
NOTE( #2 is the minimum lumber grade allowed for all species,
NOTE: Add 210# upUft (max.) to reported truss upllft for wall connections,
eepp6{TAMee flRU91 TUS IlPAVYO 1➢ Ill CPIWT)a6 i&E IR WTALLOfi
elvuFl e.Wn[ care M eebekaurp, Mnoft'
ldp[1 eMlm�I„ rw®JWti R=', "Q, ad .O R.PAr 1b
.niWeaenf— 'irdA) fed<rqy
na[eem
OF
ANITWCOMPANY IWa d-4 V, Y [.Wv dlldtlx Wv M .ttb AX9nPl l -or f nd,xati,Y [wF�V• A9 A14
YISNIWtlm' bracFp oI 1 a
A .1 a Ws Na.Yq edva. p¢qe LLa1M dii Y a.bl MLL G a®01a/v a! P'b(e¢fbW O
[rgM.µ.d P..e�Ily WNY i Vrc d.slpn slam. 1M WtebPl[Y W f pffi d .ft
MAR taMd,eMl Linn fT day ebuelvev b tl» YeaWnv6l�lY bf My d<WO T1esk/e Wn N6VfP( 1'&eA afy4 ^.�QI'
Edrin Llly.AlP Ni0d5 fdr �'[ Iny Ydn tHa .bb 0 (Adbe pa9. vd Noce b dhp
MPplp .e.dlRlr�eHe IPt ..etph tMp, SBCp .n.vb[WuvhYa91 1W .![cedle.t.g }Illrr
TOP CHORD
IOT TO
140 PSF
PLUS LIVE)
❑.H,
I➢ATE 10/01/14 1
101
TYPICAL
12 (2) 16d TOE NAILS
OPnOMAL SCISSORS BOTTOM CORD
(2) 16d TOE NAILS
TYPICAL END JACK (EJ)
N.T.S.
12
VARIES
TYPICAL CORNER JACK (CJ)
N.T.S.
SET INSTALLATION
ms; Sluruus:
TOP LIVE LOAD: 20 20
TOP DEAD LOAD 15 7
BOTTOM .DEAD LGAD: 10 10
TOTAL' 45 37.
STRESS INC. 1.25 1.25
WIND DESIGN: M 160 MPH PER
ASCE 7-10 24" O.C.
--WARNING-- Read & F Ilow all notes on this drawing.
Furnish this drawing to all Contractors includingthe installers.
—(4) 16d NAILS
See Connection Detail
—(4) 16d NAILS
See Connection Detail
EJ
m a (ed) y
CONNECTION DETAIL
(2) 16d GUN NAILS
m FOR EACH LOCATION
SHOWN TOP & BOTTOM
2x4 SYP Nailer 16" Long
e'-0' MAX, Top. & Bottom use 16d
Nails 4" O.C. staggered
TYPICAL CORNER SET LAYOUT
_...... N.T.S. '
z
B VARIES
r_ (4) ,6d
See Connec
TYPICAL SCISSORS CORNER JACK (CJ)
N.T.S.
`68yT9YlFI �B lIAA�
MANUEL MARTINEZ, P.E.
//- FLORIDA REGISTERED ENGINEER
Erz LICENSE # PE 47182
9 °._ STATE OF :; U,