HomeMy WebLinkAboutTruss59,8
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N
HANGER SCHEDULE
TRUSS BEARING HEIGHT SCHEDULE
' UNLESS NOTED OTHERV SE
ALL HANGERS ARE USP "HUS26".
B —8 ELEV.
ROOT DNSR OEM OIL
RM M= OB7M alma
T.cLL 20 PILL
T.cLL 40 pat
rcDL 7 p.<L
T.CDL 10 W
B.CDL 10 p.aL
6GD.L 5 pat
TOTAL 55 pie
TDTAL 37 P&L
DURAIM FACM - 1.25
MTgN FACM too
US STANOAND ASCE 7-10
FLOOR TRUSS MAY BE ADJUSTED
Im 91EID 160 mph
2" FOR PLUMBING IF NESSARY
BIAIDM DFORM C
FLOOR TRUSS SPACING
&XM 7TTE
UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6�
4-3 16
HEEL
I
8"
0' 3RG.
UNLESS NOTED
OTHERWISE
T YPICAL TRUSS END
ALL SPACING IS 24" O.C. EXCEPT AS SHOWN.
DO NOT CUT OR ALTER TRUSSES WITHOUT
AUTHORIZATION FROM THIS OFFICE.
THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF
ANY BROKEN COMPONENTS AND/OR MISSING PIECES.
NO BACKCHARGES WALL BE HONORED
WARNING
CON EN EMO/OR PERMANENT ERAGING IS NOT ME RE _
4BIUTY OF ME MUSS OESGNER. PTE NANUFACTURER. OR TRUSS FABRICATOR. PERSO
rt+_M ARE CAUTONEO TO — PROFESSIONAL ADVICE REGARDING
ALWArs REWIRED
ERECTION BRACING _P. IS TO PREVENT TOFPUNG AND
UO NONG DURING ERECTION, AND PERMANENT SR,ONG WEH NAY BE REOUIRED
IN MC ,PFUCIM)IIS. SEE "BRACIUG — MUSSES C ENTARr
En40
- S- (BCSIAMIN
TRUSSES -BI) TOR IN.. INr
I'MRON.
BE INSTµyED IN A 5*RA:wT AND RUNG
—A—ICpIR , aND/OR SO— CHORDS, YO
A-IM
AS SPEOFIEO W THE ENGNEERED BESGN TRUSSES SHALL BEHMOUD ..
EASONIS E CARE DURING ERECTION M PRE cNT E NAIII
NOTE
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES
TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS
ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT
AND/OR PUIUSING (AND THEIR CONNEcnoNIs)IN TRUSS SPACE
MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT
PRIOR TO FABRICATION.
THIS COMPANY IS A TRUSS MANUFACTURER \NOSE
RESPONSSILITIES ARE UMITEU TO THOSE DESCRIBED IN TVTCA
-1995'DESIGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIMS
ANY RESPONSIBILITIES AND/OR UABILITY FOR ME CONSTRUCTION
DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND
BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.
APPROVAL SIGNATURE
YOUR SIGNATURE WILL ACHNOMEOGE:
1) AUTHORIZATION TO PROCEED MM FABRICATION.
2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS.
INCLUDING WALL HEIGHTS. ROOF PITCH, HEEL HEIGHT,
OVERHANGS, CEILINGS. ETC..
3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE
WPM THIS TRUSS LAYOUT.
4) I HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS
ON MIS PAGE AND AGREE TO BE BOUND BY THEM.
SIGNED
n TILE
DATE
REWESTED TRUSS SHIPMENT OATS
( ACTUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DELIVERY SCHEOULE )
E
v
s
A
o
C
S Djr
ILE CR N E Y
COMPONENTS,
LLCC
19990 Indepmd. Blvd.
GROVELAN FL 34736 RANEY
OFFICE 352-429-9429 rK-7;Zr�, COM-ONENTS
FAX: 352-429-7429
E-MAILhussPlont6 m oyeomponmbi com .=✓''
bkR Horton
LOT/auc/suapv:
Lot 52 A
L�EVGENEE,kside
1828 Cali "C"
04E uw 6i
RANEY COMPONENTS
aney 19900 Independence Blvd.
Groveland, FI 34736
om�7otlettts, LLC one: (352)429-9429 ' (352)429-0304 . Fax: (352)429-7429
Cover Sheet
Order #
JOB # 36CS0052A
Printed: Thu, Oct 10 2019
✓ou Inrormau0n:
Address.
FOR Name and License Number.
Customer Name:
Creekside Lot 52/A
DR Horton
3230 Trinity Cir
Description:
City, State, 21Jp:
4EBB 1828-Cali "C"
Fort Pierce, FL
-Loading Information:
Roof Loads:
TC Live., TC Dead: BC Live: BC Dead.,
20 7 0 10
Floor Loads:
TC Live., TC Dead: BC Live: BC Dead:
0 0 0 0
Bldg. Code. Wind Std: Wind Speed., Bldg. Useage: Building Type: Wind Type:
FBC 2017 RES ASCF. 7-10 .160 Residential - CAT II C MWFRC & C&C w1M
Pages or sheets covered by this seal from: 1 thru 24 Total 24
#
DESCRIPTION SEQNO
#
DESCRIPTION SEQNO
#
DESCRIPTION SEQNO
#
DESCRIPTION SEQNO
1
Al
2
A1A
3
A2
4
A3
5
A4
6
A5
7
A6 -
8
A7
9
A8
1D
A9
11
A10
12
All
13
Al2
14
A13
15
AUG,
18
A15
17
A78
18
B1GE
19
C1GE
20
EJ7
21
CJ5
22
CM
23
CJ1
24
HJ7
Digitally signed by
0���. we
�0 s;4""e5C`i , , Manuel Martinez
., t 1 •.. ,r . 2019.10.10
n `r 14:16:54-04'00'
%
I l' mow.*�ao Ml
4001565828.SDBD9C X A40E DE 7965 E0 F9
regs�e"ssaaers �m
4--
Page 1 of 1
0p�
SEQN: 668252 / T10 / COMN Ply: 1 Job Number. 36CS0052A
FROM: AH Qty: 11 4EBB 1828-Cal( "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW:
Wgt: 224.0 Ibs Truss Label: Al ... / ... 10/10/2019"
L 6'4"9 ' 1'6'? 6'5 15 + 5'S'9 5'59 + 6'5"914 +316"7 6'4' 9
F=5x6
IM4 =-4X6 =3X4 =_ X8 =3X4 =-4X6 111 XM
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
F1'T 6'2"13 + 5'9"3 +T2 59"1 + 5'9"1 +2'0"15 59'3 + 6'2"13 +1
6'2"13 12' 140"15 19'10" 25'T'1 2T6"'t' 33'5"3 39'8"
Loading Criteria (psi) . I Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: it
EXP: C Kzt NA
Des Ld: 37.00 Mean Height 15.00 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.97 ft
Loc. from endwall: not in 4.50 ft
Gppi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP 91
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Bracing
-(a) Continuous lateral restraint equally spaced on
member. Or 1x4'T' reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
6" oc.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct NA CAT: NA
PP Deflection in loc Udefl L/#
Gravity Non -Gravity
Pt NA Ce: NA
VERT(LL): 0.187 O 999 240
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.333 O 999 180
B 1654 /- /- /961 7709 /445
Snow Duration: NA
HORZ(LL): 0.078 L - -
J 1654 A A /961 /709 A
HORZ(TL); 0.140 L - -
Wind reactions based on MWFRS
Code I Misc'Cr(teria
Creep Factor: 2.0
B Brg Width = 8.0 Min Req = 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.666
J Brg Width = 8.0 Min Req = 2.0
TPI Std: 2014
Max BC CSI: 0.600
Bearings B & J are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.593
Bearings B & J require a seat plate.
FT/RT:20(0)/10(0)
Mfg Specified Camber.
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
WAVE
VIEWVer.17.02.02.1208.15
A-B 27 0 F-G 1114 -1906
B - C 1492 - 3056 G - H 1255 - 2428
C - D 1227 -2466 H - I 1228 -2467
D - E 1254 - 2427 I - J 1493 - 3057
E-F 1114-1906 J-K 27 0
40tl1585623 �3D9C3G A4r3E D£ 7460'ED f9
mffieeenamcraxrs �sasuaayrarr saa�mtcscz,
. '4 ac(�e.6u, Bsria7fant�a�s�eave+c�ega5s:cc.1
. momsa0ao�ssa{astarorroterE�abm�9 imb3
9a�l�n WAa tni'em�t�e vrai�Finaayaimarem�
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - R 2673 -1193 O - N 2105 - 826
R - Q 2670 -1193' N - M 2671 -1195
Q - P 2670 -1193 M - L 2671 -1195
P - 0 2104 - 801 L - J 2674 -1194
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
R - C
276 -5
O - G
494
-777
C - P
418 - 596
G - N
464
-164
P - E
464 -164
N - I
418
- 597
E - 0
494 -776
I - L
Z76
-6
F - 0
1385 -751
"WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
ui,a extreme care in fabricating, handlin shippping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, byy CPI anti SBCA) t9or safety practices prior to performing these functions. Installers shall provide temposry
BCSI Unless noted oiherwise,top chord shall have properly attached structural sheatt)ing and bottom chord shall have a proparty
d�id ceiling Locations shown for permanent lateral restraint of webs shall have brecm installed per BCSI sections 63, B7 or B10,
Ile. Apply plates to each face of truss and position as shown above and on the Join�Detaiis, unless noted otherwise, itefer to
60A-Z for standard plate positions.
a division of
TPI 1; or for h
acceptance
any structure
failure to build the
g or cover page
in. The suitability
anry
omponerrts. ac
SEQN: 668255 / T13 / COMN Ply: 1 Job Number. 36CS0052A
FROM: AH Qty: 1 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW:
Wgt: 260.4 Ibs Truss Label: A1A / ... 10/10/201 1
6'4"9 i T10"� 14'4'7 i 19'10" 22'6"4 26-8" 31'9'7 33'3',7 39'8"
6'4"9 1'6" 6'5"15 5'5"9 'r 2'8"4� 4'1"12 517
F=6X12
m
0
(6(A2)
102X4 =4X6 -3X4 =6X8 012X4 1112X4 =4X10
SEAT PLATE REQ.
�1' L 6,2„13 i 5'9"3
39'8"
2,0„1� 5,9„1 i 2'10" 4'
6'5"15 66 1
SEAT PLATE REQ.
6'213 - 12'
14'0"1 19'10" 22'8" 26'8" +
+
33'1"15 39'8"
+1�
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Def1ICSl Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
' Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.244 G 999 240
Loc R+ / R- / Rh
/ Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.457 G 999 180
B 1561 /- /-
1960 7708 /445
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.128 M - -
K 1561 /- /-
/959 f708 /-
Des Ld: 37.00
EXP: C Kzt: NA
Mean Height: 15.00 ft
HORZ(TL): 0,240 M -
Wind reactions based on
MWFRS
NCBCLL: 10.00
TCDL: 4.psf
Code / Misc Criteria Creep Factor: 2.0
B Brg Width = 8.0
Min Req = 1.8
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES Max T" CSI: 0.613
K Brg Width = 8.0
Min Re q = 1.8
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014 Max BC CSI: 0.599
Bearings B & K are a rigid surface.
'Bearings
Spacing: 24.0'.."
C&C Dist a: 3.97 ft
Rep Fac: Yes Max Web CSI: 0.980
B & K require a
seat plate.
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/10(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, HS VIEW Ver. 17.02.02.1208.15
A- B 27 0
G - H 1424 -2568
Lumber
B - C 1489 -2859
H - I 1743 -3379
chord 2x4 SP #1
C - D 1225 - 2257
1-1 1722 - 3418
BotTap
chord 2x4 #1
D - E 1252 -2218
J - K 1477 -2841
We
Webs 2x4 SP #3
E - F 1112 -1740
K - L 27 0
F - G 1509 -2514
Bracing
(a) Continuous lateral restraint equally spaced on
Maximum Bot Chord Forces Per Ply (Ibs)
member. Or 1x4 "T' reinforcement. 60% length of
Chords Tens.Comp.
Chords Tens. Comp.
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
B - U 2.497 -1190
R - Q 20 -9
@ 6" oc.
U - T 2494 -1190
P - N 2985 -1303
T-S 2494 -1190
O-M 36 -15
Wind
S - R 1920 - 800
M - K 2477 -1179
Member design based on
both MWFRS and C&C.
%, of
Qk
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens.
44
Comp.
'+
U-C 276 -5
P-G 195 -122
a
C-S 416 -608
P-H 601 -1075
S - E 463 -160
H - N 807 - 357
E - R 494 -720
N - O 114 -4
- ASTAUl
F-R 42 -515
N-M 2557 -121B
j'
w10
F - P 2273 -1098
N - J 527 -162
,
R - P 1879 - 657
P - Q 27 0
M - J 390 - 685
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—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
re uire extreme care in fabricatin , handlin shi ping, installing and bracing. Refer to and follow the latest edition of SCSI (Building
nen� Safety Information, byy TPI an� SBCA) toF saety practices prior to performing these functions. Installers shall provide temposrryy anev per BCSI. Unless noted oTherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperly
d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 810,
icable, Apply pplates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. (2efer to ompouenrs, w
Is 160A-Z for shandard plate positions,
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
this drawing indicates acceptance of processional engineeringg responsibility solely for the design shown. The suitability
is of this drawing for any structure is the responsibility of the 9uilding Designer per ANSI/TPI 1 Sec.2.
IFROM: AH Wgt: 246.4 Ibs Truss Label:Caalii "C" /DR Horton MEBB 1828-Cali "C" ,DR Horton I DR1N:/ 10/10/2019 I
SEQN: 668250 / T9 / HIPS Ply: 1 Job Number. 36CS0052A
1 =4X61
fi'4"8 T10 12'4'7 19' 20'8" _ 2T3"9 31'10" _ 33'3."yE. 39'8"
r 6'4"8 +1'6"' 4'5"14 + 6T'9 + 1'8"' 6'T'9 + 4'67 5"8 6'4"8
=_5X8ZI5X8
F G
U&4 =3X4 =3X6 =3X8=3X4 =3X6 =3X4 116(4
SEAT PLATE REQ.
6'2"12 5'10"3
39'8"
i 1'11"j 5'1"12 5'
SEAT PLATE REQ.
5'10"3 6'2"12 1�
+
6'2"12 12'0"15
+1'6"4 +1'11"�
14' 19'1"12 2o, 25'8" 2TT'
33'S"4 39'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (lbs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.156 P 999 240
Loc R+ / R- / Rh
/ Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.292 P 999 180
B 1561 /- A
/964 f710 /428
BCDL: 10.00
Risk Category: It
Snow Duration: NA HORZ(LL): 0.068 M - -
K 1561 A A
/964 f710 A
Des Ld: 37.00
EXP: C Kzt: NA
HORZ 0.126 M - -
( )TL�
Wind reactions based on
MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria CreepFactor. 2.0
B Brg Width = 8.0
Min Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
P
Bldg Code: FBC 2017 RES Max TC CSI: 0.444
K Brg Width = 8.0
Min Req = 1.8
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
TPI Std: 2014 Max BC CSI: 0.536
Bearings B & K are a rigid surface.
Bearings B & K require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Fac: Yes Max Web CSI: 0.665
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/10(0) Mfg Specfed Camber:
Chords Tens.Comp.
Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE VIEW Ver. 17.02.02.1208.15
A - B 27 0
G - H 1149 -1820
Lumber
B - C 1500 -2823
H - 1 1352 -2348
C - D 1333 - 2384
1-1 1333 - 2385
Top chord 2x4 SP #1
D - E 1351 -
J - K 15-2823
Bot chord 2x4 SP #1
E - F 11-1814
K - L 27 27 0
Webs 2x4 SP #3
F-G 1101 01 -1552552
Bracing
(a) Continuous lateral restraint equally spaced on
Maximum Bot Chord Forces Per Ply (Ibs)
member. Or 1x4 "T' reinforcenient. 80% length of
Chords Tens.Comp.
Chords Tens. Comp.
web member. Same species & SRB grade or better,
B - T 2458 -1193
P - O 2059 -951
attached with 8d Box or
Gun (0.113"x2.5",min.)nails
@ 6" oc.
T - S 2456 -1193
O - N 2059 - 951
S - R 2058 - 921
N - M 2455 -1203
Wind
ti�flll�t�#m
R - Q 2058 - 921
M - K 2458 -1203
Member design based on both MWFRS and C&C.
�
Q - P 1547 -603
•+,''fie �s+
Maximum Web Forces
Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
No
r rt
T-C 216 -6
G-P 537 -311
C - S 309 -440
P - H 474 -697
S - E 426 -151
H - N 427 -153
A+ TAT 0 4
E - Q 472 -694
N - J 308 -438
s f
F-Q 541 -377
Q-G 317 -297
J-M 216 -8
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"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy rmc�
bracing per BCSI. Unless noted d3herwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as stlown above and on the Joint" Details, unless noted otherwise. Refer to ompoilenrs. u
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professional engineerin responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
SEQN: 668257 / T1 / COMN Ply: 1 Job Number. 36CS0052A
FROM: AH Qty: 1 4EB8 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW:
Wgt: 2401.8 Ibs Truss Label: A3 / ... 10/10/2019
6'4"8 T10" 12'4"9 18'01 21'7"15 27'3'7 31'9'7 33'3 39'8"
6,4"8 1'6" 4'6" 5'7"8 '+' 3'7"14 + 57"8 4'6" +1'6" 6'4"8 1
=-6X6
1112X4 =3X4 =3X6 =3X8 =3X4 =3X6 =3X4 Ul12 (4
SEAT PLATE REQ.
39'8"
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration::1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Bracing
SEAT PLATE REQ.
6'2„12„5 i 1,10„10 4,113 3,6„2 + 4,0„1 +1'10".1� 5'10„5
6'2"12 T 12'1"1 T 14'T 18'1"13 21'7"15 25'9" 27'6"15 33'5"4
Wind Criteria
Wind Std: ASCE 7-10
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: 3.97 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.1 B
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 on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2G17 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.155 P 999 240
VERT(CL): 0.291 P 999 180
HORZ(LL): 0.067 M - -
HORZ(TL): 0.125 M - -
Creep Factor: 2.0
Max TC CSI: 0.401
Max BC CSI: 0.490
Max Web CSI: 0.565
Mfg Specked Camber:
VIEW Ver. 17.02.02.1208.15
QD15858285DM X X MJ)E DE 7968FA F9
rra nax en vw<ay rya ace zs�a ny rssrasa� azanwn�
M {4L tL.0f72ffiitxs 4�9 csxast�es4�vf Wags SNA+i
9?�?a3££g:b5MST�EakrxbT4S*FnG1S�'.risi�"•xaGff�na6'an@ sm�kL
ffidilt�SMbFliP.WtiN'b9'3RH{O,�Q C!%GiDM FPf4fkY1 OGSWyt'affiYiY'iTdt'.
ssD�a.
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 1561 /- /- /965 1711 /408
K 1561 /- /-' /965 /711 /-
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 seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 G-H 1217 -1885
B - C 1534 - 2827 H -1 1383 - 2340
C - D 1363 -2379 1- J 1364 -2379
D - E 1382 - 2340 J - K 1534 - 2826
E-F 1212-1877 K-L 27 0
F-G 1159 -1618
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
B - T 2462 -1224
P - O
2051 - 986
T - S 2459 -1224
O - N
2051 - 986
S - R 2050 - 956
N - M
2459 -1245
R - Q 2050 - 956
M - K
2462 -1245
Q - P 1615 - 685
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens, Comp.
T - C
222 - 6
G - P
560
- 327
C - S
316 -453
P - H
445
-644
S-E
411 -155
H-N
410
-156
E - Q
445 -644
N - J
315
-452
F - Q
558 - 357
J - M
223
- 8
Q - G
250 - 243
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme g in fabricating, handlin shipping, installing and brecing. Refer to and follow the latest edition of BCSI (Building
Safety Informn, by TPI and SBCA) toi safety practices prior to performing these functions. Installers shall provide temposrryy
BCSI. Unlessd oytherwise,toprd shall have propdyattched strucuralheathinid ceilingLons shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or p10,
6e. Apply plates to each face of truss and position as shown above end on the Join t Deta
ils, unless noted otherwise. {defer to
60A-Z for standard plate positions.
a division of
any
its drawing,any failure to build the
on this drawing or cover page. .
Le design shown. The suitability
rrney
omponents. uc
t
SEQN: 668248 / T8 / HIPS Ply: 1 Job Number. 36CS0052A
FROM: AH Qty: 1 4EB8
1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW:
Wgt: 238.0 Ibs Truss Label: A4 .. / ... 10/10/2019
m
0
m
39
6'49 i T103 12'4"8 T 1T i 22'8" 27'3"8 1 31'97 1 33'3'F 39'8"
6'4"9 1'6" 4'5"15 4'7"8 5'8" 4'T'8 4'S"15 1'6" fi'4"9
SEAT PLATE REQ.
=6X6
1112X4 =3X4 =3X6 =3X8 =3X4 =3X6 =3X4 012X4
SEAT PLATE REQ.
378"
621133
�r1
3 i 1�
14
3T11"112
32„
1P 27'7
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.155 P 999 240
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.290 P 999 180
B 1561 /- /- /965 f712 /387
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.067 M - -
K 1561 /- /- /965 7712 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ (TL): 0.125 M - -
Win ions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
Code I Misc Criteria
Creep Factor. 2.0
Brea
Brg Width = 8.0 Min Req = 1.8
Soffit: 2.00
TCDi_: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.379
K Brg Width = B.0 Min Req = 1.8
Load Duration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.453
Bearings B & K rate rigid surface.
Bearings B & K require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Fac: Yes
Max Web CSI: 0.685
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
I
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.02.1208.15
A - B 27 0 G - H 1269 -1955
Lumber
B - C 1550 -2830 H - I 1397 -2334
C - D 1378 - 2373 1-1 1378 - 2373
Top chord 2x4 SP 91
D - E 1397 -2334 J - K 1550 -2830
Bot chord 2x4 SP #1
E - F 1263 -1946 K - L 27 0
Webs 2x4 SP #3
F - G 1203 -1695
Wind
Member design based on both MWFRS and C&C.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords -Tens. Comp.
B - T 2465 -1239 P - O 2043 -1000
T - S 2463 -1239 O - N 2043 -1000
S - R 2043 - 970 N - M 2463 -1267
R - Q 2043 - 970 M - K 2465 -1267
���i�lttifs
A @
Q - P 1693 - 751
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
0
G
,ZW s
T-C 230 -6 G-P 564 -328
"" *,
C-S 324 -466 P-H 412 -580
S - E 383 -160 H - N 382 -161
,Y STAFF.
E - Q 412 - 580 N - J 324 - 466
:ceP
F-Q 561 -334 J-M 230 -8
*- l't m _ R " •". Ala
Q - G 231 - 227
40015B SBZB50309C 3C ASIIE DE 7988 EA f9.
rrm�mrtasaxureruu{o�raaas:l xaguaaquar.��uaiswoz,
P[trL tie. "9Lui¢n t&a 1b x.Lavn—jls S"I
attav,taa
R`ei'SCtC9�g�tlTMG4G5Lss&�"c+W3CMtC1:tsL6ds'1S ti9�d
Ma Ov $sal u4wxwwou Mau M1rjAt rW&
c ;FF
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Componen Safety Information, byy TPI ana SBCA) r safety practices prior to performing these functions. Installers shall provide temporary rnrey
bracing per BCSI. Unless noted oiherwise,top chord shall have property attached structural sheathing and bottom chord shall have a pro any
attached rigid ceiling Locations shown for ennanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face otPtruss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer toorrent : uc
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI�I PI 1, or for handlin%shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawingg indicates acceptance of pro ssionalt engmeering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec,2.
For more information see thisjob's general notes page and these web sites: ALPINE: www.alpinoitw.com; TPI_www.Winst.oM;_SBCA: www.sbcindusW.com; ]CC: www.icr.safe.org
SEQN: 668259 / T15 / COMN Ply: 1 Job Number. 36CS0052A
FROM: AH Qty: 1 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW:
Wgt: 254.8 Ibs Truss Label: A5 .. / ... 10/10/2019
6'4"9 , 7'10",9 12'4"8 1fi'0"1 19'10" 23'T'15 , 2T3'7 31'9'7 33'3'7 39'8" ,
6'4"9 16 r 4'6" 3'T'8 3'9"15 3,9"15 r 3'T,6 -I- 4,6"64"9
=3X4 ===5X6
1112X4 =3X4 =3X6 =— X4 =3X8 =3X4 =3X6 =3X4 1023(4
SEAT PLATE REQ.
�1 r 82„13 + 5'10„4
6'2"13 12'1"
+111, r 3'9'15
14' �2,0�1 19'10"
1" 6'0"1
39'8"
_i�'+'2,0,.1� r
23'T15 256"{_1,101
2' T615
SEAT PLATE REQ.
5,10"4 + 6,2"13 +1�
33'5"3 39'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefI1CSl Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.154 G 999 240
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.289 G 999 180
B 1561 /- A /964 1713 /367
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.066 N - -
L 1561 A A /964 1713 A
Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.125 N - -
Wind reactions based on MWFRS
JCBCLL: 10.00
Mean Height 15.00 ft
TCDL: 4.2 psf
Code / Misc Criteria
Creep Factor: 2.0
8 Big Width = 8.0 Min Req = 1.8
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TIC CSI:
CSI: 0.383
B Width = 8.0 Min Re q = 1.8
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.454
Bearings B & L are a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Fac: Yes
Max Web CSI: 0.566
Bearings B & L require a seat plate.
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/10(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
VIEW Ver. 17.02.02.1208.15
A- B 27 0 G - H 1264 -1827
Lumber
B - C 1561 -2830 H - 1 1326 -2020
Top chord 2x4 SP #1
C - D 1395 -2372 1-1 1413 -2333
Bot chord 2x4 SP #1
D - E 1413 -2333 J - K 1395 -2372
Webs 2x4 SP 93
E - F 1326 -2020 K - L 1562 -2830
F- G 1264 -1827 L- M 27 0
Wind
Member design 'based on both MWFRS and C&C.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - V 2466 -1255 R - Q 1755 - 804
V - U 2464 -1255 Q - P 2041 -1013
U - T 2041 - 984 P - O 2041 -1013
T-S 2041 -984 O - N 2464 -1284
S - R 1755 -776 N - L 2466 -1284
' �atia'es
p
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
Webs
Tens. Comp.
i1
V-C
232 -6
R-H
258
-183
C - U
325 -469
H - Q
546
- 351
a
U - E
373 -161
Q - 1 r
409
- 558
E - S
409 - 558
1-0
373
-161
F - S
546 -351
O - K
326
-469
F - R
G-R
257 -182
190
K - N
232
- 8
-217
4DDi5B 5828 SD303C 3C A4DE DE 7960ED F4.
irti4 %t3BeDi6@4fl@�[L'mtiimy grra,mm n@am@�yasaeuaamsnn@s,
Fi rk. ttt Yon ul- M. re...slav"naCavn ar.�ga 511A i
n@14zw=c,W.
7CS2',ffiDe£gk:S4E Us"5 CaClb'ccni@r@rCsl K6ttE�"d'YC1ffS.!?d'.ffiL"6
tdn� 4$'A 49+,5+2 Y;tdf,&Ni?t3CR 6cY!@ tetw! �9 4�� Oq @A�'t!£CtN3ib
4@4�.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary rrrrey,
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, onr oneots. uz
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 12efer to A
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIPI1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing, indicates acceptance of professronR engineering responsibility solely for the design shown. The sulfa
bdrty
and use of this r7�awing for any structure is the responsibility of the Building Designer per ANSUTPI 7 Sec.2.
SEQN: 668246 / T7 / HIPS �Ply:l Job Number. 36CS0052A
FROM: AH Qty: 1 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW:
Wgt: 254.8 Ibs Truss Label: A6 / ... 10/10/2019
==4X6
6,-T3"9-�- 31'95 313,636'4"T1012'47 I 15I 9i 22
49 4 2T410" 448" 2'7 �7 34
=3X4 =5X6
1112X4 =3X4 =3X6=3X4 =3X8 =3X4=3X6 =3X4 116(4
SEAT PLATE REQ.
1' 6'213 5'10"2
6'2"13 + 12'D"15
39'8"
1'11, 4.10" 4'10" 1'
14 1, 19'10" 24'8" 25' "111 r
SEAT PLATE REQ.
5'102 6'2"13
33'5"3 39'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.158 G 999 240
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.296 G 999 18D
B 1561 A /- /962 1714 /346
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.067 N - -
L 1561 A /- /962 /714 A
Des
EXP: C Kzt NA
HORZ TL 0.125 N - -
( )
Wind reactions based on MWFRS
.00
NCBCLL: 10.00
Mean Height. 15.00 ft
Code / Misc Criteria
Creep Factor: 2.0
B Brg Width = 8.0 Min Req = 1.8
Soffit: 2.OD
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.387
L Brg Width = 8.0 Min Req = 1.8
Load Duration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.454
Bearings B & L are a rigid surface.
Bearings B & L require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Fac: Yes
Max Web CSI: 0.464
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.02.1208.15
A- B 27 0 G - H 1334 -1958
Lumber
B - C 1577 -2832 H - 1 1388 -2093
C - D 1411 - 2370 1-1 1429 - 2331
Top chord 2x4 SP #1
D - E 1430 -2331 J - K 1411 -2370
Bot chord 2x4 SP #1
E - F 1388 -2093 K - L 1576 -2832
Webs 2x4 SP #3
F - G 1334 -1958 L - M 27 0
Wind
Member design based on both MWFRS and C&C.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - V 2467 -1273 R - Q 1831 - 864
V - U 2465 -1273 Q - P 2D39 -1026
U - T 2039 - 996 P - O 2039 -1026
T - S 2039 -996 O - N 2465 -1302
�)s1i'lll&1#fl
�t c a W , ?dam
S - R 1831 - 835 N - L 2467 -1302
Maximum Web Forces Per Ply (Ibs)
��
Webs
Tens.Comp.
Webs
Tens. Comp.
No 047182
V - C
235 -6
R - H
Z78
-172
a
C - U
327 - 473
Q - I
404
- 522
y h
U- E
351 -161
H- Q
546
- 372
*® STATEO - 40
E - S
404 - 522
1-0
351
-161
r �: a -NA
+*b�
F - S
F-R
546 - 372
O - K
32B
-473
G - R
278 -172
247 - 290
K-N
235
-8
40015B 59235D3D 9C 3C A4DE DE 796E ED F9
r _"n r+rmscmauocas -V a— ua3e+aeg1amwanaussam
.cO.Mtwa coda
wfhw"Pm'01 dot tdwA cm W
aa3 it*EKMS waranatati�to" exutba 1.&-d at n4a d
mfm
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary anti
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properiy
attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections 83, B7 or 910,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {Refer to ompotienrs, uc
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing,
for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
SEQN: 668262 / T25 / COMN Ply: 1 Job Number. 36CS0052A
FROM: AH City: 1 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW:
Wgt: 218.4 Ibs Truss Label: A7 .. / ... 10/10/2019
6'4"7 T10" 14'0"1 19'10 25'7"15 319"7 33'3" 39'8"
6'47 1'6" 6'1"B 5'9"15 5'9"15 6'1"8 1'6" 6'4"7
�5X8 1112X4 !�Z5X8
E F G
1112X4 =3X6 =3X4 =3X8 =3X4 =3X6 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
F1' 6'2"11 5 2'0"1 5'9"15 5'9"15 2'0"1 5'9"5 11 1
6'2"11 12' 14'0" 19'10" 257"15 27'8" 33'5"5 39'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.164 F 999 240
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.308 F 999 180
B 1561 /- A /958 R15 /326
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.069 L - -
J 1561 /- A /958 /715 /-
Des Ld: 37.00
EXP: C Kzt NA
HORZ 0.130 L - -
( )TL�
Wind
nd reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
Cree Factor: 2.0
P
B Brg Width = 8.0. Min Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.592
J Brg Width = Min Req = 1.8
Load Duration: 1:25
BCDL: 5.0 sf
P
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.603
Bearings B & J arree a rigid surface.
Bearings B & J require a seat plate.
Spacing: 24.0 "?
C&C Dist a: 3.97 ft
Rep Faa Yes
Max Web CSI: 0.354
Loc, from endwal(: not in 4.50 ft
FT/RT:20(0)/10(0)
Mtg 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
VIEW Ver. 17.02.02.1208.15
A- B 27 0 F - G 1404 -2093
Lumber
B - C 1617 -2856 G - H 1376 -2223
C - D 1350 -2262 H - 1 1350 -2262
Top chord 2x4 SP #1
D - E 1376 -2223 I - J 1616 -2856
Bot chord 2x4 SP #1
E - F 1404 -2093 J - K 27 0
Webs 2x4 SP #3
Bracing Maximum Bot Chord Forces Per Ply (Ibs)
(a) Continuous lateral restraint equally spaced on Chords Tens.Comp.
Chords Tens. Comp.
member. Or 1x4 "T' reinforcement. 80% length of B - R 2494 -1317
web member. Same species & SRB grade or better,
O - N 1937 - 952
attached with 8d Box or Gun (0.113"x2.5",min.)nails R - Q , 2491 -1317
N - M 2491 -1346
@ 6" oc. Q - P 2491 -1317
M - L 2491 -1346
P - O 1937 - 922
L - J 2494 -1346
Wind;11t3Id
Member design based on both MWFRS and C&C. MaximumWeb Forces
Per Ply(Ibs)
�aly�•� ,*$�Way,
Webs T
wu•+%0E
Tens. Comp.
R-C 273 -5
O-G 286 -177
s o C- P 427 - 600
O
G- N 464 -172
_ rt E - P 464 -172
N - I 427 - 600
E- O 286 -177
I- L 273 - 4
F-O 221 -283
STATE OF
I OR
44 N
SE/ttAt
40015B %28 51)31) 9C X A4DE DE 796E E0 F9
rrme�sm rtasueus e��umaeas}c�7ua` '�-m-_uazsm oY rurrsi maraca.
N vLu-atnwjr ISA taxc ¢k9YtA3$2Y0 +a.6'.�95NA.2
�AAcnti:aikmtusa
4f�'a4tf$gz 6i tr$S4StlSECsSr ffiiLG4'fitt'tt9'4E3:i'f� :CBr.`ti
d3Xx &FJW hKt.A11�t3ttrtA'*�4II'.'JT314g bYf♦3i� tAYRpKIEUPki�C
adfea-
-WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component y to these functions.
Safety Information, byY TPI anr7 SBCA) safety practices prior performing Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
rurey
attachetl rigid ceiling Locations shown forpennanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless no,.;d otherwise, refer to
nnr vn�nts. u<
p
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, ,
listing this drawingg indicates acceptance of Mssronat engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
SEQN: 668243 / T6 / HIPS Ply: 1 Job Number. 36CS0052A
FROM: AH Qty: 1 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton
Wgt: 212.8 Ibs Truss Label: A8
6'4"9 1-13' A 19'10" i zs a" +
6'4"9 6'7"7 6'10" 6'10"
:5X8 =3X4 =5X8
D E F
DRW:
.. / ... 10/10/2019
33'37 + 39'8"
6'T7 6'4"9
1112X4 =3X4=3X6 =3X8 =3X6=3X4 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
13 6'9"3 1' S'10" 5'10" 1' 6'9"3 6'2"13 1
6'2"13 13' 14 19'10" 25'8" 26' " 33'5"3 3' 8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.172 E 999 240
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.321 E 999 180
B 1561 /- A /953 7716 /305
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.069 J - -
H 1561 /- A /953 f716 A
Des
EXP: C Kzt: NA
HORZ TL 0.128 J - -
( )
Wind reactions based on MWFRS
.00
NCBCLL: 10.00
Mean Height 15.00 ft
Code / Misc Criteria
Creep Factor: 2.0
B B rg Width = 8.0 Min Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.446
H Brg Width = 8.0 Min Req = 1.8
Load Duration: 1.25
_MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.558
Bearings B & H are a rigid surface.
Bearings B & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Fac: Yes
Max Web CSI: 0.564
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from andwall: not in 4.50 ft
FT/RT:20(0)/l0(0)
Mfg Specked Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.02.1208.15
A - B 27 0 E - F 1502 -2774
Lumber
B - C 1623 -2836 F - G 1425 -2325
C - D 1425 -2325 G - H 1623 -2836
Top chord 2x4 SP #1
D - E 1502 -2274 H -1 27 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp. Chords Tens. Comp.
Member design based on both MWFRS and C&C.
B - P 2472 -1319 M - L 2006 -100B
P - 0 2469 -1319 L - K 2006 -100B
O - N 2006 - 978 K - J 2469 -1348
N - M • 2006 - 978 J - H 2472 -1348
t'itii #4#
Maximum Web Forces Per Ply (Ibs)
4!
Webs Tens.Comp. Webs Tens. Comp.
P-C 244 -4 M-F 370 -243
C 0 377 K G 377
- -513 - -513
D - O 444 -170 F - K 444 -170
«�
ro ;
D - M 370 - 243 G - J 244 - 6
�04
E - M 300 - 381
V% STATE 0 p
ig0.
qy $
4001,5858285D3D9C3CA41)E DE 796B'ED F9
�r a atsme—sn-04'aareaaum -'
Pd P_W_94T n). tft 3staamwaahuewaxa 58W2
ft'A of tt''"CtU6C W^aaotamtd"d 4�gdt" 'l�A @'hd
#dt IM St'A41*4( Atkt (M 094 Mlabo pflfitC4M tS WA.
.Wim
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary rrnt y
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Refer to omponenrs, uc
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingg�Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page.
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing,
for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this iob's general notes page and these web sites: ALPINE: www.alpinaitw.com; TPI: www.tpinst.om; SBCA: www.sbcindusW.com; ICC: www.icesafe.org
SEQN: 668264 / T23 / COMN Ply: 1 Job Number. 36CS0052A
FROM: AH Qty: 1 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton
Wgt: 207.2 Ibs Truss Label: A9
6'4"9 + 12'0"1 19,10"
6'49 5'7"6 7'9"15
5X8
D
1112X4
E
27'7"15
T9"15
DRW:
.. / ... 10/10/2019
3377 + 39'8"
5'7"8 6'4"9
5X8
F
1112X4 =3X4 =3X6 =3X8 =3X6 =3X4 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
�1'+ 6'2"13 + 5'9"4 +1'11"15 510" + 5'10" +1'11"1 59"4 + 6'2"13 +11
6'2"13 12'0"1 14' 19'10" 25'8" 27'7"1 33'A 39'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Def1ICS1 Criteria
♦ Maximum Reactions (16s)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf. NA Ce: NA
VERT(LL): 0.183 E 999 240
Loc R+ / R- / Rh / Rw / U / RL
B 1561 /- /- /947 f717 /2B5
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.343 E 999 180
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.068 J - -
H 1561 /- /- /947 f717 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.128 J - -
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height 15.00 ft
CreepFactor: 2.0
B Brg Width = 8.0 Min Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.61E
H Brg Width = B.0 Min Req = 1.8
Load Duration: 1.25
MWFRS Parallel Dist h/2 to h
TPI Std: 2014
Max BC CSI: 0.624
Bearings B & H are a rigid surface.
Bearings B & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Fac: Yes
Max Web CSI: 0.580
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specked Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 17.02.02.1208.15
A - B 27 0 E - F 1616 -2483
B - C 1631 -2819 F - G 1476 -2392
Wind Duration: 1.60
WAVE
Lumber
C - D 1476 -2392 G - H 1631 -2819
Top chord 2x4 SP #1
D- E 1616 - 2483 H- I 27 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and C&C.
W
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - P 2454 -1322 M - L 2080 -1066
P - O 2452 -1323 L - K 2080 -1066
O - N 2080 -1036 K - J 2452 -1352
N - M 2080 -1036 J - H 2454 -1352
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
P-C
210 -6
M-F
508
-321
C - O
328 - 426
F - K
433
-168
D - O
433 -168
K - G
328
-426
D-M
508 -321
G-J
210
-8
E - M
364 -462
4OM5559M 5D30 9C 3C A40E M 796B E0 F9
_ rcu exam etas uY4as rxatstaracx.} iltnez a:.a sxaxa rq esacv.:ae ss�neea,
PlifLLkt a47 aa"t@4 LiL�4GCY.'AaCaYtr rRa SiLki
d tipixt e£ Its �asaaxmt ua awt <msE€�an ff�ntd ant .aa4zS
aad Bea VA8 M40dse, ak we" MMa F ftvv*
maisx.
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI and SBCA) tsafety practices prior to performing these functions. Installers shall provide temporaryrm�
bracing�er BCSI. Unless noted ottherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeflly
attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, onr orrants, uc
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to f'
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing, indicates acceptance of professionag engineering responsibility solely for the design shown. The suitability
and use of this r7rawing for any structure is the responsibility of the 9uilding Designer per ANSIITPI 1 Sec.2.
For more infonnatinn cen lhie inh'e nnnnral nnlne neon anA lhnen wnh "i/nc CI PILAF- - alninait---- TPI- - tninet nRRr:G• alums "hninH f- nn Ir:r:- - im_eafe nm
SEQN: 668240 / T5 / HIPS Ply: 1 Job Number. 36CS0052A
FROM: AH Qty: 1 4EBB 1 B28-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton
Wgt: 212.8 Ibs Truss Label: Al
6'4"9 1" 1 16'11"4 1 21' 1 277 28'8"
6'4"9 4'7"7 5'11"4 4'0"12 17" 6'1"
05XB 1112X4 =3X6=3X4
D E F G
DRW:
.. / ... 10/10/2019
33'31
39'8" _t
4.7"7 6'49
5X8
H
T
zo
m
1
1112X4 =3X4 =3X6 =3X8 =3X4 =3X6 =3X4 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
1' 6'213 4'9"3 3' 2'11"4 511"4 i 2'9"8 3' 4'9"3 i 6'213 i 1'
F + 6'2"13 + 11' 14' 16-11"4+" 22'10"8 25'8" 28'8" 33'5 3 r 39'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Def1/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.191 E 999 240
Loc R+ / R- / Rh
/ Rw
/ U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.359 E 999 180
B 1561 A A
/940
f718 /264
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.070 L - -
J 1561 A A
/940
f718 A
Des Ld: 37.00
EXP: C Kzt NA
TL HORZ 0.132 L - -
( )
Wind reactions based on
MWFRS
Noffit: 1
Mean Height: 15.00 ft
Code / Misc Criteria
CreepFactor: 2.0
B Brg Width = 8.0
Min Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.384
J Br Width = 8.0
g
Min Re 1.8
q =
.00
Load Duration: 1.25
BCDL: 5,0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.487
Bearings B & J are a rigid surface.
Bearings B & J require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Fac: Yes
Max Web CSI: 0.487
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/10(0)
Mfg Specked Camber:
Chords Tens.Comp.
Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.02.1208.15
A - B 27 0
F - G
1684 -2611
Lumber
B - C 1644 -2814
G - H
1676 -2599
C - D 1523 - 2445
H -1
1522 - 2445
Top chord 2x4 SP #1
D - E 1684 -2611
1-1
1643 -2814
Bot chord 2x4 SP #1
E - F 1684 -2611
J - K
27 0
Webs 2x4 SP #3
Wind
Maximum Bot Chord Forces Per Ply (Ibs)
Member design based on both MWFRS and C&C.
Chords Tens.Comp.
Chords
Tens. Comp.
B - S 2448 -1332
O - N
2134 -1115
S - R 2446 -1332
N - M
2134 -1115
R - Q 2134 -1085
M - L
2446 -1361
Q - P 2134 -1085
L - J
2448 -1361
P - O 2616 -1373
�t,���Q�i<@ �
y� qa, �•sf��
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
Webs
Tens. Comp.
C 0�
S-C 198 -8
G-0
274 -327
$: o
C - R 299 - 377
O - H
642 - 397
D - R 373 -177
H - M
369 -176
D - P 653 -405
M -1
298 - 377
«A STATE Of
P- G 109 -106
I- L
199 -10
s n a
E- P 270 - 323
40015559295D3D4CXMDEDE796aE0F9.
r�s�nxn�-o2aacn¢unrmmcsaXey�u+eaim aaax�srf3tl�ra3zeazsrao�
Pr {Yi..de. tl47383rCi1 M4 d2W ataorA3Ca'rt+.triga £NA 1
2t�cn{Lrtiattcxda
[a��detgxsa! tNsdasyscnt �tlratctlnl�srat,n4aa4 nosk6
arni Ue s R.2 amihuuYstlftY taaa aaua[L9 9avda� u. mye#cctr�z
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy TPI and SBCA) Rr safety practices prior to performing these functions, Installers shall provide temporarryy rm�y
bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property
attachetl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, nm oirenrs, uc
as applicable. Apply Agates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise. (2efer to P
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with 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 professrona engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TP11 Sec,2.
For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindust .com; ICC: www.icrsafe.or
SEQN: 668296 / T24 / HIPS Ply: 1 Job Number: 36CS0052A
FROM: AH Qty: 1 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW:
Wgt: 203.0 Ibs Truss Label: A11 .. / ... 10/10/2019
F 5'3"4 -1-10'0"1 -1-1619" i- 23'0"12 + 29'7"15 _1_34 T 398"
5'3"4 4'8"12 6'8"15 6'3"11 6'7"3 4'8"12 5.3"4
o5X8 =3X4 -5X6 =5X8
D E F G
T 12 T
6 p
r� �2X4C H g2X4 c
In
IIn
1=4X6(AA2) B 1=4 J6(A2)
ES 1I
P O N M L K
=3X4 =3X6 =3X4 =3X8 =3X6 =3X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
L 10'0"1 +1'11"1S 4'5"8 + 67"3 T 47"4 +1"l.F1 5 1010"1 +1�
10'0"1 12' 16'5"8 23'0"12 27'B" 29'7"1 398"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefVCSI Criteria
♦ Maximum Reactions (Ibs)
TOLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.211 F 999 240
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.395 F 999 180
B 1561 /- /- /931 f719 /244
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.072 K - -
1 1561 /- A 1931 f719 !-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.135 K - -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
Creep Factor: 2.0
B Big Width = 6.0 Min Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.460
1 Br Width = 8.0 Min Re 1.8
g q =
Load Duration;1.25
MWFRS Parallel Dist: h!2 to h
TPI Std: 2014
Max BC CSI: 0.736
Bearings B & I are a rigid surface.
Bearings B & I require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Fac: Yes
Max Web CSI: 0.626
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.02.1208.15
A- B 27 0 F - G 1B21 -2860
Lumber
B - C 1692 -2808 G - H 1555 -2540
Top chord 2x4 SP #1
C - D 1556 -2540 H - 1 1692 -2809
Bot chord 2x4 SP #1
D - E 1812 -2845 I - J 27 0
Webs 2x4 SP #3
E - F 1820 -2660
Wind
Maximum Bot Chord Forces Per Ply (Ibs)
Member design based on both MWFRS and C&C.
Chords Tens.Comp. Chords Tens. Comp.
B - P 2456 -1386 M - L 2223 -1174
P - O 2224 -1145 L - K 2223 -1174
O - N 2224 -1145 K -1 2457 -1416
N - M 2866 -1530
���;fiB4fl��ld �
MAC ��
Maximum Web Forces Per Ply (Ibs)
'�
Webs Tens.Comp. Webs Tens. Comp.
~� sa
C-P 276 -266 M-G 801 -498
°+ •
D - P 399 -129 F - M 293 - 358
D - N 789 -490 G - K 402 -129
N - E 300 - 365 K - H 276 - 266
•.� sit-
E-M 100 -96
4001535623 5D3D 9C X A4DE DE 798a-EO F9
rms�xer<asaassxsmsursetrmraap s��a zassr.� q`s+sreascma,
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a comes �a aosr,,i s��„m �a yes z� a .era
tta SSfMi rbsr zs�e�a�&a nsw.itro i� arasysVicetrarJx
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reGu!re extreme care in fabricating, handlin9 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an r7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary rrncy'
bracing Fier BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rig!d ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, om Torrent:. uc
as applicable. Apply gates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to /
drawings 160A-Z for shandard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of profeMonat engineering responsibility solely, for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI I Sec.2.
For more information see this mob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or • SBCA: www.sbcindus .mm; ]CC: www.iccsafe.orq
m
SEQN: 668229 / T4 / HIPS Ply: 1 Job Number. 36CS0052A
FROM: AH City: 1 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW:
Wgt: 211.4 Ibs I Truss Label: Al2 .. / ... 10110/2019
7'8"12 9' 14'3"11 19, 9' 0" 25'4"5 30'8" 1'1 "4 39'8"
7'6"12 1'3" 5'3"11 4'8"5 10 5'6"5 5'3"11 1'3" 7'8"12
fi
=3X4 =3X61112X4 =3X4 =5X6
D=cva E F G H I
S R Q P O N M I" I-Q
=3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4
11
6(A2)1
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
7'10"8 4'1"8 2'03 5'9"13 5'9"13 2'0"3 41"8 7'10"8 1.
710"8 12' 14'0" 19'10" 25'7"13 27'8" 31'9"8 39'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.243 G 999 240
Loc R+ / R- / Rh
/ Rw
/ U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.455 G 999 180
B 1561 A A
1921
f720 1223
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.074 M - -
K 1561 A A
/921
1720 A
Des Ld: 37.00
EXP: C Kzt: NA
HORZ (TL )� 0.139 M - -
Wind reactions based on
MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria Creep Factor: 2.0
B Brg Width = 8.0
Min Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.566
K B Width = 8.0
Min Re 1.8
q =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014 Max BC CSI: 0.560
Bearings B & K are a rigid surface.
Bearings B & K require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep.Fac: Yes Max Web CSI: 0.510
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/10(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 VIEW Ver. 17.02.02.1208.15
A- B 27 0
G - H
2O29 -3246
Lumber
B - C 1644 -2767
H - I
1873 -2960
C-D 1811 -2719
I-J
1810 -Z719
Top chord 2x4 SP #1
D - E 1873 -2960
J - K
1644 -2767
Bot chord 2x4 SP #1
E - F 2029 -3246
K - L
27 0
Webs 2x4 SP #3
F - G 2029 -3246
Wind
Member design based on both MWFRS and C&C.
Maximum Bot Chord Forces Per Ply (Ibs)Chords
Tens.Comp.
Chords
Tens. Comp.
B - S 2395 -1311
P - 0
2993 -1625
S - R 2260 -1186
O - N
2260 -1216
R - Q 2260 -1186
N - M
2260 -1216
f
Q- P 2993 -1614
M- K
2395 -1340
�ffifl
a%
Maximum Web Forces
Per Ply (Ibs)
-++
Webs Tens.Comp.
Webs
Tens. Comp.
'+
No 047.1,02 -
C - S 405 - 328
P - H
329 -187
i
S- D 489 -426
H- O
37B -520
D - Q 944 - 562
0-1
944 - 562
Q q
Q- E 378 -520
1- M
489 -426
#- STATE OF
E - P 329 -187
M - J
404 - 328
®jz
*-46 Ar
G-P 228 -303
40015B 5929 51)31) 9C X A4DE DE 796E ED F9
iAHKFphb3MTaERY10�—j ,,V o--04q'— b48 .4
&E r€4. tlt, #47Imi"0A dM shft'1.@f m" Mt 9MA4
xVAzntaab`snccxim
Y 44pi#90f ti'd9ffKNCSdt!&t"#fl#t Crxtl s+3o0 b9i$#I',�:POi."4
#r�114: sxW'j K#M4Gitlp4CKO4 CwaR!#@C4 1M.RAp4iSQYCk
rspfea
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy TPI and SBCA) ion safety practices prior tc performing these functions. Installers shall provide temporary rrncT
bracing per BCSI. Unless noted othervvise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppedy
attached rig!d ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face, of truss and position as shown above and on the Join C Details, unless noted otherwise. Defer to ornponenrs. uc
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number
FROM: IRS
301 / T14 /SPEC Qyy: 1 14EBB 1828-Cal C"0/D Horton /4EBB 1828-Cali "C" ,DR Horton DRW.
Wgt: 212.8 Ibs Truss Label: A13 ., / ... 10/10/2019
8'0"1 13'5"12 19' + 261 + 29' + 33'38 39'8"
8'0"1 5'5"11 5'6"4 7'4"1 2'7"15 4'3"8 64"8
G
T sC =D
12 C E F
T 6 H "�3X4
M
rIn
1 I —3X6B 1-3X
1 A
II12X4 3X8N M -3X8 1112X4
SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ.
13,4" 5181, 20'8"
i 50"7 F 5'9"12 F 7'2"5 i 2'9"11� 4'5"4 + 6'2"12 +1,
6'1"13 13'2"4 19' 26'25 29' 33'5"4 396"
Loading Criteria (psi)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSl Criteria
♦ Maximum Reactions (Ibs), or'=PLF
TOLL: 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): 0.032 L 999 240
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.060 L 999 180
B 559 /- A /385 /260 /257
BCDL: 1M00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.014 K - -
O' 325 /- /0 /161 /147 1-
Des
EXP: C Kzt'. NA
HORZ TL 0.026 K - -
( )
1 752 /- A /531 /342 /-
.00
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
I;ax TC CSI: 0.501
B Brg Width = 8.0 Min Req = 1.5
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.424
O Brg Width = 68.0 Min Req = -
I Brg Width = 8.0 Min Req = 1.5
Spacing: 24.0 "'
g
C&C Dist a: 3.97 ft
Rep Fac: Yes -
Max Web CSI: 0.663
Bearings B, O, & 1 are a rigid surface.
Loc, from endwall: not in 4.50 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Bearings B, O, & 1 require a seat plate.
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp.
Lumber
Top chord 2x4 SP #1
A - B 27 0 F - G 549 -672
Bot chord 2x4 SP #1
B - C 356 -588 G - H 520 -686
Webs 2x4 SP #3
C - D 163 -14 H -1 659 -1095
D-E 435 -187 I-J 27 0
Bracing
E - F 435 -187
(a) Continuous. lateral restraint equally spaced on
member. Or lx4 "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.
Plating Notes
All plates are 5X6 except as noted
Wind
Member design based on both MWFRS and C&C.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - P 449 - 232 M - L 631 - 280
P - O 456 - 232 L - K 916 - 485
O - N 298 -359 K - 1 919 -485
N - M 635 -280
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-P
312 -44
M-F
225
-2
C-O
418 -646
F-L
191
-141
O - D
178 - 97
G - L
432
- 339
D - N
319 -410
L - H
336
-449
E - N
321 - 398
H - K
235
-15
N - F
783 -1202
4ff915ii 582E Sp3D4G3t A4DE 6E74fiti'EA F9.
E8fP6f&ftD5634a's&Hti@ - ffi�`4i33�'FSMQB�ifiiYiss85 S9S4kaitd
&f gT6, Ede, &873�7Snea IsEsaiYeicgs ENA+I
xcxAcx+r«aatajsk+.s,
�bi�dcep��t€�sdis�sssu�:maacEestast:'«aadQay9 s�9�d
x9#SA.aiA+S CsxastE9 vssliai aay
.VLF
••WARNING'• READ AND FOLLOW ALL NOTES ON THIS DRAWNG!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary aney
bracing per BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, orn �orrenrr, uc
as applicable. Apply pplates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Defer to /
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling,,shippinq, installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawingg indicates acceptance of pro ssionalt engineering responsibility solety, for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this iob's oeneral notes oaae and these web sites: ALPINE: www.alpineitw,eom: TPI: www.toinst.oro: SBCA: www.sbcindustrv.wm: Icc: wwwkcsafe.oro
SEQN: 668238 / T12 / HIPS Ply: 1 Job Number: 36CS0052A
FROM: AH Qty: 1 4EBB 1828-Cali "C" [DR Horton /4EBB 1828-Cali "C" ,DR Horton
Wgt: 242.2 Ibs Truss Label: A14G
12
6
B
T I 11'6"4 1 17 + 19',100I� 22'6"
7' 4'6"4 5'S"12 2' 2'10"
28'1"12 i 32'8"
5'5"12 N' 4
=6X8 1112X4 =5X6=-4X6 1112X4 8
=6X6
C=aYa D TC2 E F G H =aYal J
DRW:
! ... 10/10/2019
39'8"
7'
irl
T S I" I R=5X6 Q P O N 1115XB(R) M
1114X4 1115XB(R) =8X12 =8X12 =5X6 1114X4
K=4XL12(133)
SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ.
11'4" 28'4"
1' 16j 6'4"4 4'4""12 5' 5'8" 5' 12 4,4" 64„4 16"
6+ 6'10"4 + 11'2"4 12 17' + 22'8" + 27'8"8' '1� 2 32'9"12 39'2" 9 8",
P�
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXP: C Kzt: NA
Des Ld: 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: 3.97 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1:
Bot chord 2x6 SP #1
Webs 2x4 SP #3 :W4 2x4 SP #1:
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T' reinforcement. 80% length of
web member. Same species & SRB grade or better,
attachedwith8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Loading
#1 hip supports 7-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
fi
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.144 1 999 240
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.272 1 999 180
B - /-116 !- /30/-
Snow Duration: NA
HORZ(LL): 0.022 M - -
S 4524 /- /- /- /2025 /-
HORZ(TL): 0.042 M - -
K 1872 /- !- A /860 /-
Code / Misc Criteria
Creep Factor: 2.0
Wind reactions based on MWFRS
Bldg Code: FBC 2017 RES
Max TC CSI: 0.728
B Brg Width = 8.0 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.525
S Big Width = 8.0 Min Req = 5.3
Rep Fac: No
Max Web CSI: 0.723
K Brg Width = 8.0 Min Req = 1.9
Bearings B, S, & K are a rigid surface.
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Bearings B, S, & K require a seat plate.
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp.
A - B 27 - 20 G - H 1427 - 3199
B - C 1022 -493 H - 1 1427 -3199
C - D 2586 -1160 I - J 1678 - 3751
D - E 459 -1040 J - K 1628 - 3574
E - F 459 -1040 K - L 27 - 20
F - G 459 -1040
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - T 396 - 857 P - O 3773 -1705
Itfll## T - S 403 - 884 O - N 3773 -1705
S - R 1031 - 2342 N - M 3112 -1400
'. tawrrs R-Q 1031-2342 M-K 3139 -1407
�°yi°u Q-P 2229 -1022
No 0471'.. Maximum Web Forces Per Ply (Ibs)
"• Webs Tens.Comp. Webs Tens. Comp.
T - C 636 -156 G - P 1513 - 630
C - S 976 - 2197 H - P 433 - 539
S - D 1490 - 2832 P - I 326 - 673
D - Q 3968 -1748 I - N 337 -291
Q - G 878 -1853 N - J 822 - 356
e•tt'4 E-Q 395 -461 J-M 625 -145
400153 5929 5DM 9C X ODE DE 796B'EO F9,
semeumeasusers sBzua =�fWti aasrsaayra. aznaeraasa,.
P%VLW.v£rini-ts se al
az?Atr£adz�ras�sb
"eTbt•,aC=t4' ytl£21'35dgcgaa ituae9U£¢e� 'a6' +a6�',E saw
xn! Dmi.Aa3 m.�ai�.crsustaea£zaSarzet� umNi� a: me tdiudrtla#s
tsp�s.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*'IMPORTANT" FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy
bracing per BCSI. Unless noted ortherwise,top chord shall have propedy attached structural sheathing and bottom chord shall have a proppeAy
attached riflld ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position. as shown above and on the Joint Details, unless noted otherwise. hefer to ntrrponenrs, uc
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handlin%shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing indicates acceptance of pro ssioru engineering responsibility solely, for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
For more information see this iob's oeneral notes oaae and these web sties: ALPINE: www.a]Dineitw.com: TPI: www.toinst.oro: SBCA: www.sbcindustry.com; ICC: www.ieesafe.org
SEQN: 668303 / T11 / SPEC Ply: 1 Job Number. 36CS0052A
FROM: AH Qty: 1 4EBB 1828-Cali "C" /DR Horton /4EBB 1826-Cali "C" ,DR Horton DRW:
Wgt: 208.6 Ibs Truss Label: Al / ... 10/10/2019
7' 11"15 13'9"12 17'11"15 18'a" 24'4"1 29' 33'3"9 398"
t 7' 11" 5 59"13 + 4'2"3 �8 �I- 5'8"1 47"15 4,3"9 "F 6'4,7 'I
1=5X6
T
5X10(SRS)
T
12
=5X6�
=3X4
=3X6
T T
6
D
E
F G1112X4 .5X12H
J3X4
"
(a)
Co 11 I-3X6(AA1)B
K=3L6(A1)
1
1
U T
S R—
P 0
N M
3X41112X4
=3X4
=4X100 1112X4=3X6
=3X8 1112X4
SEAT PLATE REQ.
SEAT PLATE REQ. SEAT PLATE REQ.
SEAT PLATE REQ.
13'8"
5'
21'
�1'+ 12
�1115
5'4"9�5
Tj
4'8" + 56"5 +15 111
r 4'5"5 +
6'2
7'1"12
1" 1
13'6"4"4 '
18'8" 24'25 25'8�4
33'5"5
39'8"
29,
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Bracing
Wind Criteria
Wind Std: ASCE 7-10
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: 3.97 ft
Loc. from endwall: Any
GCpi: 0.18
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 on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): -0.039 N 999 240
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.062 N 999 180
B 529 /- A /354 /241 /277
Snow Duration: NA
HORZ(LL): 0.014 M - -
S 687 /- A /346 /237 A
HORZ(TQ: 0.027 M - -
Q 1302 /- /- /633 /601 A
Code / Misc Criteria
Creep Factor: 2.0
K 770 /- A /528 /350 A
Bldg Code: FBC 2017 RES
Max TC CSI: 0.569
Wind reactions based on MWFRS
TPI Std: 2014
Max BC CSI: 0.357
B Brg Width = 8.0 Min Req = 1.5
Rep Fac: Yes
Max Web CSI: 0.564
S Brg Width = 8.0 Min Req = 1.5
Q Big Width = 8.0 Min Req = 1.5
FT/RT:20(0)/10(0)
Mfg Specified Camber:
K Brg Width = 6.0 Min Req = 1.5
Plate Type(s):
Bearings B, S, Q, & K are a rigid surface.
WAVE
VIEW Ver: 17.02.02.1208.15
Bearings B, S, Q, & K require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B 27 0 G- H 584 - 525
B - C 588 - 579 H -1 934 -734
C - D 626 -488 1-1 935 -734
D-E 272 -106 J-K 1161 -1131
E- F 584 - 525 K- L 27 0
F - G 584 - 525
4001555828 5D869C 5C A4DE DE796S EO F9
r�nmx+esaxmzm cums€�i':Caa ar.,�axaaceYac�traag,
�s ir#, � aa:asapaas �e.,.�+aas�»st soma ss�.w2
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&'aY l�'Ra: A+2 &;LbtY-M1'�'.i{ffii6pvII lTkSB�§ SSd'�Ha" (#f flfiyta`��t9fu'
t&A�3.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - U
451 - 388
Q - P
657
- 571
U - T
445 - 329
P - 0
652
- 571
T - S
444 - 325
O - N
652
- 571
S - R
340 - 262
N - M
947
- 886
R - Q
340 - 262
M - K
950
- 887
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
C-U
216 -128
Q-H
1513
-1385
U - D
209 -208
P - H
206
-2
D-T
109 -31
H-N
171
-61
D - S
751 - 751
N - J
523
- 429
S - E
196 - 241
I - N
374
- 383
E - Q
500 - 398
J - M
223
- 31
G - Q
276 - 324
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Ire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
oiid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
e, Appfy Agates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {Zefer to
60A-Z for sp ndard plate positions.
a division of
'INI 1,orrorn
acceptance
any structure
failure to build the
g or cover pagei in. The suitablity
aney
omportenrs. ur.
SEQN: 668310 / T20 / SPEC Ply: 1 Trusts
obNumber. 36CS0052A
FROM: RS Qty: 1 EBB1828-Cali "C"/DR Horton/4EBB 1828-Cali "C",DR Horton
Wgt: 203.0 Ibs Label: A16
7' } 9'11"15 F 13'9"12 + 18'8" + 22'4"1 + 29'
7' 2'11"15 3'9"13 4'10"4 3'8"1 6'7"15
SEAT PLATE REQ.
13'8"
�1 112 2'11"15 7 1 "12 10'1"11
SEAT PLATE REQ. SEAT PLATE REQ.
�— 5'
'4' 5'1"12 36"5 6'9"11
'A 18'8" 22'2"5 29'
r , ,
DRW:
.. / ... 10/10/2019
11 39'8"
'1
VB 6'4"8
H=5X1
I a 3X4
T
I
J-36(A1)
1
M L
-5X8 1112X4
SEAT PLATE REQ.
— 21' i
4'5"4 6'2"12
33'5"4 39'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DeflICSl Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf¢ NA Ce: NA
VERT(LL): -0.037 M 999 240
Loc R+ ! R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.060 M 999 180
B 527 /- A /338 /239 /317
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.013 L - -
P 730 A A /339 /273 A
Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.025 L - -
O 1229 A A /597 /557 A
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
Creep Factor: 2.0
J 787 A /- /529 /358 A
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.591
Wind reactions based on MWFRS
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.329
B Brg Width = 8.0 Min Req = 1.5
P Brg Width = 8.0 Min Req = 1.5
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Fac: Yes
Max Web CSI: 0.513
O Brg Width = 8.0 Min Req = 1.5
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
J Brg Width= 8.0 Min Req = 1.5
GCpi: 0.18
Plate Type(s):
Bearings B, P, O, & J are a rigid surface.
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.02.1208.15
Bearings B, P, O, & J require a seat plate.
Lumber
Maximum Top Chord Forces Per Ply (Ibs)
Top chord 2x4 SP #1
Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP #1
A - B 27 0 F - G 725 -746
Webs 2x4 SP #3
B - C 644 - 570 G - H 929 - 813
Wind
C - D 696 -515 H -1 935 -783
Member design based on both MWFRS and C&C.
D - E -316 1-1 1146-1160
E- F 724 24 - 746 J- K 27 0
Maximum Bot ChordForcesPer Ply (Ibs) r
Chords Tens.Comp. Chords Tens. Comp.
3<t�
B - R 442 -392 O - N 623 -570
1LA
'�+**
R - Q 382 - 307 N - M 616 - 571
Q - P 382 -304 M - L 972 -870
A*
P - O 473 -386 L - J 975 -871
Own t:
No 0471.02,
Maximum Web Forces Per Ply (Ibs)
$
Webs Tens.Comp. Webs Tens. Comp.
*
"
C-R 192 -74 O-G 1701 -1524
�*
R - D 236 -105 N - G 216 -4
o,'°.
D-Q 79 -7 G-M 137 -36
D P H
**
OR k
- 916 - 804 - M 38B -321
P - E 170 - 241 M - 1 487 - 394
��+
E - O 480 -437 I - L 204 -33
4y2Z**
F- O 167 -237
400155 5923 5D309C3C A4DE DE 796S ED F9.
:Hass i�r*,nsscresnca*�uasusz;s^+daze �asrra ma xmmsazaa ssactasu,
P€ {€t, 6#, a471L`lx'6%raa �s:*�¢hswr>a�eaa+aga F�bi
� cads
vi�ax3tcy?rasr3t3o4oessv'�aaztttasuear�;s5 rrs":as9ad I
!$s&9�+i ab�`fs£mBiEf ve34PoaS crtmjs.9sxrlCts�s
ffis+m
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
ComponentSafety Information, by TPI an c7 SBCA) ion safety practices prior to performing these functions. Installers shall provide temporary
bracing per SCSI. Unless noted atherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperly rrrr
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to nmportents, uc
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of profession engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Por more information see this job's general notes page and these web sites: ALPINE: www.al ineiiw.com; TPI: www.t inst.or • SBCA: www.sbcindust .mm; ICC: www.iccsafe.or
I FROM: AH 231 / T2 / GABL Qtyy.,11 4EBB 1828 Cal6'i C" "C"/DR Horton /4EBB 1828-Cali "C" ,DR Horton I DRW:
Wgt: 134.4lbs Truss Label: 131GE / ... 10110/2019
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
214" {
r 10'8" 10'B"
Z8" ---1,4" -{
(TYP)
f- 1
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: 11
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: Any
GCpi: 0.18
Wind Duration: 1.60
Plating Notes
All plates are 2X4 except as noted.
Wind
Member design based on both i'viWFRS and C&C.
Additional Notes
See DWGS A16015ENC101014 & GBLLETIN0118 for
gable wind bracing and other requirements.
21,4"
21'4"
21'4"
Snow Criteria (Pg,Pf in PSF)
Detl/CSI Criteria
♦ Maximum Reactions (Ibs), or •=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell U#
Gravity
Non -Gravity
Pf.' NA Ce: NA
VERT(LL): -0.001 H 999 240
Loc R+ / R- / Rh
/ Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.001 AE 999 180
p• 81 /- A
/39 /37 /11
Snow Duration: NA
HORZ(LL): 0.002 J - -
Wind reactions based on
MWFRS
HORZ(TL): 0.003 J - -
P Big Width = 255
Min Req = -
Code / Misc Criteria
Creep Factor: 2.0
Bearing B is a rigid surface.
Bldg Code: FBC 2017 RES
Max TC CSI: 0.108,
Maximum Top Chord Forces Per Ply (Ibs)
TPI Std: 2014
Max BC CSI: 0.033
Chords Tens.Comp.
Chords Tens. Comp.
Rep Fee: Yes
Max Web CSI: 0.088
A - B 27 0
1-1 304 -24
FT/RT:20(0)/10(0)
Mfg Specked Camber:
B - C 87 -120
J - K 253 -21
Plate Type(s):
C - D 80 -90
K - L 202 -23
WAVE
VIEW Ver. 17.02.02.1208.15
D - E 105 -71
L - M 154 -43
E - F 153 -50
M - N 105 -64
F-G 202 -29
N-O 74 -84
G-H 253 -21
O-P 81 -113
H-1 303 -24
P-Q 27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B -AE
175 -108
X - W
192
-107
AE-AD
183 -110
W - V
191
-107
AD -AC
185 -110
V - U
189
-106
AC -AB
188 -111
U - T
187
-106
AB -AA
190 -112
T - S
185
-105
AA-Z
191 -112
S-R
183
-104
Z-Y
192 -113
R-P
175
-103
Y-X
192 -107
, 047182,
Maximum Gable Forces Per Ply (Ibs)
$
Gables
Tens.Comp.
Gables
Tens. Comp.
:. ma
ffi
C -AE
174 -103
W - J
187
- 83
Aq si
D -AD
88 -65
V - K
153
-73
ft
0 *4,A' °�s#4
E-AC
101 -74
U-L
100
-73
*`y
* ' �
F-AB
100 -73
T-M
S-N
101
88
-74
G-AA
153 -73
83
R-O
174
-65
-103
XI187
-
-
40015B 5628 SD 3D4C3C A4DE DE 7"360'ED F9
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FI {fi.t&.IAJISi%On tL@�SR� na£wYtr.'��a SAWi
�w3c,
W.a4tw9a of Md fad
�9 3�'4.i3+d-1 tuAt�AXa��lcOld 4�H 9YtdYlND a. BAyeicCYrC'f+L
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Ire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Ire
Information, byy TPI anr7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy anc�
BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
d�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, nm anent . uc
'le: Apply plates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise, Refer to N
60A-Z for standard plate positions.
a division of
TPI 1; or for h
acceptance
any structure
lis drawing,any failure to build the
on this drawing or cover page,
ie design shown. The suitability
SEQN: 668232 / T3 / GABL Ply: 1 Job Number. 36CS0052A
FROM: AH Qty: 1 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton
Wgt: 78.41bs Truss Label: C1GE
7'
7
1'8" —J - 1,4" -{
(TYP) G=4X4
F- 1
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot 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 C&C.
Additional Notes
See DWGS A16015ENC101014 & GBLLETIND118 for
gable wind bracing and other requirements.
14'
14'
14'
DRW:
/ ... 10/1012019
14' _
T
Snow Criteria (Pg,Pf in PSF)
DefI1CSI Criteria
♦ Maximum Reactions (Ibs), or •=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in lot Udefl U#
Gravity Non -Gravity
Pf. NA Ce: NA
VERT(LL): -0.001 F 999 240
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL):-0.001 F 999 180
L• 84 A !- /40 /39 /12
Snow Duration: NA
HORZ(LL): -0.002 E - -
Wind reactions based on IylWFRS
HORZ(TL): 0.002 E - -
L Brg Width = 168 Min Req = -
Code / Misc Criteria
Creep Factor. 2.0
Bearing B is a rigid surface.
Bldg Code: FBC 2017 RES
Max TC CSI: 0.118
Maximum Top Chord Forces Per Ply (Ibs)
TPI Sid: 2014
Max BC CSI: 0.026
Chords Tens.Comp. Chords Tens. Comp.
Rep Fee: Yes
Max Web CSI: 0.061
A - B 27 0 G - H 213 -26
FT/RT:20(0)/10(0)
Mfg Specked Camber:
B - C 14 -66 H - I 157 -48
Plate Type(s):
C - D 61 -28 I - J 105 -69
WAVE
VIEW Ver. 17.02.02.1208.15
D - E 113 -17 J - K 87 -89
E-F 165 -14 K-L 84 -106
F-G 221 -17 L-M 27 0
FA
4001535929 5D3D 9C X A4DE DE 7963 M F9
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'�. %'i�CR£XYtY414AiG
eiin*sda4�4i4d tiy.eaezersn �ar�vi�rr,�3�xe�guff�:sa�d
udf iTe£A•2xet9:4raaztimu�aesa+ztt9b wiiws on taptt4strtir k
csptas.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Corrp. 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
165
-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
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Aire extreme can: in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
f Safety Information, by TPI and SBCA) foF safety practices prior to performing these functions. Installers shall provide temposrryy
r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
a3id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
'le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to
a division of
TPI 1; or for n
acceptance
any structure
cis drawing,any failure to build the
on this drawing or cover page,
ie design shown. The suitability
anai�
omponents, uc
SEQN: 668233 / T19 / EJAC Ply: 1 Truss
obNumber. 36CS0052AFROM: AH City: 14 E681828-Cali "C"/DR Horton MEBB 1828-Cali "C",DR Horton DRW:Wgt: 23.8 Ibs Label: EJ7 .. / ... 10/10/2019
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP 01
Bot chord 2x4 SP #1
C
12
6 p
o_
m
=2X4(A1) B
13 A
D
SEAT PLATE REQ.
Wind Criteria
Wind Std: ASCE 7-10
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 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.
Ili
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in ' loc Udefl U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs NA
VERT(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 REF
TPI Std: 2014
Max TC CSI: (1,416,
Max BC CSI: 0.368
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver. 17.02.02.1208.15
WAVE
4001535828.5D3D9C3CA.4DE DE 796B Eta F9.
'.RY4a'+RPtb3A3$49.ak S '. acn �^a �s��9j SsiiiFYIMeR„
A�5£sA6�4Aii0.
Ptbs!�ffi+t�a�zpt tFe�e&ecas�3,asrctc.kama�fl�3�9.a�ffi6
sqd 4i AA-S.ae-sfiaaeMazirraaa"aasa 4 a i 3sr. sayciw=%
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U 4RL
B 336 /- /- /259 /117 /173
D 127 /- A /101 /20 /-
C 171 A A /91 /133 A
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
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 77 -151
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, by TPI and SBCA) y safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro any
ii�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
'le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. refer to
60A-Z for standard plate positions.
a division of
iri i,orTorn
acceptance
any structure
ris drawing,any failure to build the
on this drawing or cover page
Le design shown. The suitability
army
omflonenm ur.
SEQN: 668234 / T16 / JACK Ply: 1 Job Number. 36CS0052A
FROM: AH Qty: 4 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW:
Wgt: 16.8 Ibs Truss Label: CJ5 .. / ... 10/10/2019
C
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration:1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
12
6
M
77
O_
u7
iV
c7
B
M
T=2X4(A1)
J= A
D
SEAT PLATE REQ.
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 u.f
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.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
5'
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.007 D -
HORZ(TL): 0.008 D -
Creep Factor: 2.0
Max TC CSI: 0.309
Max BC CSI: 0.182
Max Web CSI: 0.000
Mfg Specked Camber:
VIEW Ver. 17.02.02.1208.15
No 047182
4
t
i
400158 5829 5DBD 9C K WE DE 796B EO F9
rrmnre»nascemze�yc�sxe ar�usuerrp aasaaaeuzscesa..
Pt¢KL.6L C871ffi3'Idtf9R ��f6avv '�G*it Ada 4?ihti
iCtACtf6i1?Yn14k�A
�Yatrdr�y zo!tisxeawcu+t saerstce r*maL-Vtd sad mbd
aed sdn iwU! msfie�usaSan tmn rs�t ira usrVzn2 m sa7c3a2rsedw
apfm.
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 263 A A /208 /96 /129
D 90 A /- /70 /13 /-
C 119 A A /62 /93 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
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 Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
7u!re extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, by TPI an SBCA) tsafety practices prior to performing these functions. Installers shall provide temporarryy
SCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
a3id cei1!ng Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
le. Aooly plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. {defer to
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI PI 1, or for handlingieshipping, installation and bracing of trusses.A seal on this drawing or cover page
this drawing indicates acceptance of pro ssionall engineering responsibility solely for the design shown. The suitability
ie of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
uncy'
otnparrents. ur
I FROM: AH 235 / T17 !JACK I Wet 12.6 Job Number 36CS052A
Ibs Truss 1828-Cali
CJ3Co DR Horton MEBB 1828-Cali "C" ,DR Horton I DRW:/ 10/10/2019
43
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCSCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 ",
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C.
SEAT PLATE REQ.
31
31
C
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): -0.003 D -
HORZ(TL): 0.003 D -
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.174
TPI Std: 2014
Max BC CSI: 0.072
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver. 17.02.02.1208.15
40015E 5829 503MC3C.A4DE DE 7963 EO F9
rrsaseiaaxerasars�sx�a�rnasumxsaaasxct
PE(e£»6&.S Y12 iea4 ifti:M5tv`"44" $a VW1
sr�x3tt+s � 1l�ifuaxcaai �aueltarZ�aA .�x4d
aeat daa%a�Xhmit&aidmsa4itxw+tir®vrtittz mr xayactr€sass
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T
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 193 A A /162 f76 /86
D 51 A A /41 /6 A
C 64 A A /30 /51 A
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
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 29 -105
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary an y
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise, kefer to ompoirenr , uc
drawings 1EOA-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling' shipping, installation and bracing of trusses.A seal on this drawing or cover page. .
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSVTPI 1 Sec.2.
Fnr mnm infnrmofinn a fhie inhle nnn l ..n n -a-...n eA... .1 01MF- ul , elninnih.. nn...- .0 . .........h......l..-f... ,....n- 111- ..w.n., i— nm
r I k
SEQN: 668236 / T18 / JACK Ply: 1 Job Number. 36CS0052A I
FROM: AH Qty: 4 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW:
Wilt: 11.2 lbs Truss Label: CJ1 .. / ... 10/1012019
4"3
J_
12
6 � C
2X4(A1) B
SEAT PLATE REQ.
M
CD to
r' T
M
III
r
1'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeWCSI Criteria ♦ Maximum Reactions (Ibs)
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): NA Loc R+ / R- / Rh / Rw / U / RL
BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA B 150 A A /145 /77 /42
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - - D 11 /-1 A /18 110 A
EXP: C Kzt: NA HORZ(TL): 0.000 D - - C - A14 A /25 /28 A
Des Ld: 37.00 Mean Height: 15.00 ft
g Wind reactions based on MWFRS
NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0
TCDL: 4.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.163 B Bra Width = 8.0 Min Req = 1.5
Soffit: 2.00 BCDL: 5.0 psf D era Width = 1.5 Min Req = -
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.015 C Big Width = 1.5 Min Req = -
Spacing: 24.0 " C&C Dist a: 3.00 It Rep Fac: Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specked Camber: Bearing B requires a seat plate.
GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-B 27 0 B-C 28 -19
Top chord 2x4 SP #1
Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs)
Wind Chords Tens.Comp.
Member design based on both MWFRS and C&C. B - D 0 0
I Po
,e�;168tftl�
lU0 4 1
OF
Y +`
YMa
j W
SERAL t.
40015B S828 51)309C 3C.A40E DE2965 E0 F9
rr� srtxesasensmshcm#s°2+"•ec—mm d.0 �waFs .4
VIOL UL 44n=j"tU dAmt ¢W�a s6a9r! vetrY&y SNA.i
.Atc tints W.
74m4topuz dt1, ad=.=t APa@6i4¢AV_Md Y ylt4srd xaikasY
.�y�A.twwf�1G 4r.A4tsi$S+Affr9$mi<nti Owt bt tilt" ori3t jd tlWW.
v
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {2efer to ompo�7enra. uc
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shippingg, installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
ri }
SEQN: 668237 / T21 / HIP_ Ply: 1 Job Number. 36CS0052A
FROM: AH Qty: 2 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW:
Wgt: 42.0 Ibs Truss Label: HJ7 .. / ... 10/10/2019
T
T3
i
6'3"
6'3"
SEAT PLATE REQ.
9'10"1
37"
D
6'1"4 3'2" 6"12
1'5" �{ 6'1"4 9'3"4 9110 1
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
- Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: It
EXP: C Kzt: NA
D
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Special Loads
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25)
TC: From 0 plf at -1.41 to
55 plf at 0.00
TC: From 2 plf at 0.00 to
2 plf at 9.84
BC: From 0 plf at -1,41 to
4 plf at 0.00
BC: From 2 plf at 0.00 to
2 plf at 9.84
TC: -7 lb Conc. Load at 1.41
TC: 128 lb Conc. Load at 4.24
TC: 238 lb Conc. Load at 7.07
BC: 23 lb Conc. Load at 1.41
BC: 103 lb Conc. Load at 4.24
BC: 179 lb Conc. Load at 7.07
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.D15 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 1208 /-
Snow Duration: NA
HORZ(LL): 0.004 F - -
E 385 A /0 A 1175 /0
HORZ(TL): 0.008 F - -
D 29 A /- /- /14 /-
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 Brg Width = 1.5 Min Req = -
Rep Fac: Varies by Ld Case
Max Web CSI: 0.256
D Brg Width = Min Req = -
Bearing B a rigid d surface.
FT/RT:20(0)/10(0)
Mfg Specified Camber:
requires a seat plate.
Bearing B r
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver. 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp.
A-B 14 -11 C-D 55 -72
B - C 330 -650
40015B58285D349C3CA40EDE 796B'ED F9.
£Rffi tY@i3YHAYC&69%&ffi�dPffi�id" $L�jtSC Sffi �i"sd t9 tkbTu@91d19T".`A4.
titY, LY.9872Y3Yca3dA�:xw?sA��a.afrswe$x SNt.d
ts�ui#katkttfia�a
trox:�rsras�,u�a �a�,e�a
omits S:�'bA '. 6a14 cs&����eYltac�atss�g
cas3ca-
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B- G 604 - 290 F- E 0 0
G - F 591 - 288
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
G - C 286 -47 C - F 345 . -709
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing: Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an r7 SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary rrrrcT
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attacheU ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applica.E.e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. {Refer to omporr�rrrs, u
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professional engineering responsibility solely, for the design shown. The suitabildy
and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
Gable" Stud Reinforcement Detail
ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Oro 1410 mph Wind Speed; 15' Mean Height, Partially Enclosed, Exposure .C, Kzt = 1.00
Or. 140 mph Wind Speed,>45' Mean Height, Enclosed, Exposure D, kzt = 1.00
nn, f?n mnh 1:find Ina A. 15' Mean Heinht. Pm,tialiv Enclosed. ExDnsure 11. Kzt = 1.00
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
Q) .ix4 'L1 Brace s
<f> 2x4 'L1 Brace it
(2) 2x4 'L' Brace, KIN
(1) 2z6 "L' $race- r
(2) -2x6 'L' Brace. IC
Group A
Group B
Group A
Group B
Group A
Group B"Group
A
Group 1)Group
A
Group B
#1 / #2
3' 10'
6' 7'
6' IV
7' 9f
8' 1'
9' 3'
9' 7':
2' 21
.12' 8'
14' 0'
14' 0' _
01
J
U`
_
o
a
, P
H F-
#3"
3' 8'
5' 9'
6' 2'
71'81
7' 111
9, 1'
9, 61:
42, 0'
12' 6'
14," 0'
14' 0'
Stud
3' 8'
S' 9' .
6' V
7' 8'
T 11'
9' V
9.,. 6'
12` 0'
12, 6'
14' 0'
14, 0'
Standard
3' 8'
4' 11'
5' 3'
6' 7'
7' 1'
81 if,
9' 6:
to, 4'
11' 1'
14' 0'
14' 0'
SP
#1
4' 0'
6' 8'
6'.. 11'
7' 10' 1
8' 2'
9' 41
9' 8'
121 4'
1 12' 9'
14' 0'
14' 0' '
#2
3' 10,
61 7'
6' 10'
7'"9'
8' 1,1-
9' X
9' 7'
12' 2'
12'' $'
14. 0'
14' 0'
IQ-
#3
3' 9'
5' 3'
5' 7'
6 11'
7' .51
9' 2'
9' 7'
161.it,
Iv 8'
14' 0'
14' 0'
d
(U
D F
Stud
3 .9'
Si 3'
5' 7'
6' 11'
7' 51
9' 21
9' 7'
10, 11'
I1, B'
14' 0'
14' 0'
Standard
3' 6'
4' 7'
4' 11'
6 "2'
6' 7'
8' 4':.
e' 11'
9' $'
30' 4'
13' 1'
14' 0'
U :
p (-
#1 / #2
4' 5'
7' 6' .
7' 9'
8 to,
9' T1
to, 7'
11' 0'
13' It'
14, 0'
14' 0'
14' 0'
`i'°>
\
U
Q.
S f- f
f�
r
#3
4' e'
7' 1'
7' 91
8' 9'
91,V
10' 51
10, 10'
13, 9'
.14' 0'
14, 0'
14' 0'
Stud
4. 2'
T 1'
7' 61
B' 9'
91,11
10, 5'
10, 10,
13, 91
14' 0'
14' 0'
14' :01.
Standard
4' 21
61 1`
6' 5'
8' if
8' i3'
10' 51
10' 10`
12, 8'
13' 71
14' 0'
14' 0
#1
4' 7'
T 7
7' 11'
9' 0'
9' 4'
1W $`
il' 1'
14' W
14' 0'
14' 0"
14' 0'
/
S P
#2
4' 5'
7' 6'
T 9'
8' 10,
9' 3'
10' 7'
11' 0'
13, 11:'
14' 0'
14' 0'
14' 0'
#3
4' 4'
6' S'
61.101,
'8' 6',
9 11,
to, 61,
to, 111
13' 4'
14' 0'
141 0'
14' 0'
1
1,D
D F L
Stud
4' 4'
6' 5'
6' 10'
8' 6`
9 1'
10, 6'
10' .11'
13' 4'
14' 0'
14' 0'
14 0'
Standard
4' 2'
5' 8'
6' .0'
7' 6'
e' 0'
10' 2.'
to, to,
Ili to,
12, 7'
14' .0'
1 14, 0'
#1 / #2
4' to,
8' 3'
8' 71
9' 9'
101.21
10' 7'
12' V
14' 0"
14' 0"
14' 0'
14' 0'
p
S I ' F :
#3
4' 7'
8, 2'
8' 5'
9' 8'
110' 0'
111"6'
12' .0'
I4' 01
14' 0'
14' 0'
14' 0'
U.
(_i C
Stud
4' 7'
8' 2'
8' 5'
9' 8'
10, 0'
11' 6'
12' 0'
14' Of
1"4' 0`
14'- 0'
14' 0'
X
i ! r
Standard
4' 7`
T Of
7' 5'
'9' 4'
10' Of,
111 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#1.
5' 1''
8' 5'
8' 8'
9' 11'
10' 3'
11' 9'
12' 3'
14' 0'
14' 0'
14' 0'
14'""0'
#2
4' 10'
8' 3'
8' 7'
9'.9'.
10' 21.
11' 71,
12, 1'
14' 0'
14' 0'
14' 0'
14i 'o'
d
ND
F L
#3
4' 9'
7' 4'
7' 10,
9' 8'
10 le'
11' 7'
12' 0'
14' 0'
14' 0'
14' 0.'
14' 0'
Stud
4' 9'
7' 4'
. T 10'
9' 8'
10, 1' !
11''
12' 01
i4' 0'
14' C'
14'' 0'
14' 0'
Standard
4' 71
6' 6'
- 6' 11'
8' 8'
.... 9' 3'
31'. 6!7
12" 0'
13 :T
14' 0'
14` 0'
14' 0.'
Diagonal brace optlomt
vertical length hay be
doubled when diagonal
brace Is used Connect
dlaganal brace for 600#
at each end. .Max web
total. length Is 14'/
: /
vertical length shown
In table above.
Connect
AN ITW 0DMPANY
133B9 Lakefronl'D.Ya
Earth City, Mo 63046
,,Gable Truss
Brl�c
2x6 DF-L #2 or
better diagonal
-
brace) single
or, double cut.
45'
` (as shown) at
upper end.
uI1�gRTANT�w ALL
fIAtNISF1 tHIS. ORA.W TD D+iIA CDNTPACT S -I
ses require ewtrene care In fabriaatIni, h%Adilna; shIPPing, ias'
the latest edltlan of BCSI. (Hu&Npg Component. Safety Imformw
Is.
an
11SISTALLERS.
0
Braclrig Group Species :and Grades,
Group At
S ruce-Plne-Flr Hen -Fir
#1 / IN Standard #2 Stud
#3 1 Stud 1 1 43 Standard]
Dauoks Fir -Larch Southern 01newww
#3 #3
Stud Stud
.Standard Standard
Group BI
Hen -fir
#1 & it,
#1
Dou Ins Fir -Larch Southern Pimew,Nx
-#1 #1 ..
lx4 Braces shall be SR8 (Stress -Rated Board).
wwFor 1z4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards Group B
values mn -.de .used with .these .U.r.,!.
Gable Truss Detail. Notesi
Wind Load deflection criterion Is L/e40,
Provide uplift connections for 75 plf over
continuous bearing (5 psf TC Dead Load),
Gable end supports t.ad from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang,
Attach 'L' braces with :10d :(0.12810.0' taro) nails.
A. For (1) 'L' braces Space nails at 2' O.C.
In 18' end. zones and 4' O.C. between zones,
)K)War L' (2)'braces, space nalts.at 3' a,c.
In 18' end zones and 6' o.c. between zones.
'L' bracing must be a minimum of 80X of web
member length.
Gable Vertical Plate Sizes
+ Refer to common truss
design for
peak' splice, and heel plates, "
Refer to the Building Designer for conditions
not addressed by this. detail. '
REF ASCE7-10=GAB16015
DATE 10/01/14
DRWG A16015ENC101014
Vertical Len th
' No S ilea
Less than 4' 0'
2X3
Greater than 4' 0',but
sass than. 11< 6'
3%4
Greater than".:11' b'
4X4
ilie
K151tbf19S, DOLQNa, untgcs Hated; atherwiso.
nuP Inc, shall not be reSoo Ible for an devlat)pn from
Conformance with ANSI/TPI 1, or for haw o1 shppmo1
/'9 R' :OF
.:
r � l - f��a'
�'
MAX, TOT. LD, 60 PSF
this drawing, kxkates acceptance of professlomt
signer reAHSI/ I I sect
"( Designer
a
MAX, SPACING L4,0
'
ar,0 SSCA wrw.sbWdustry,arg) ICC, eb Sccsafear9
-
Gable Stud Re nfor,cament Detail
ASCE 7"-10i 16.0 mph Wind Speed, 30' Mean. Height, Enclosed, Exposure C, Kzt = 11.00
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
flrt 120 mnh Wind Sneed. 3a' Mean Helnht, Partially Enclosed. Exoosure D. Kzt = 1.66
S .
2x4 Brace
Gable Vertical
pacing Species Grade
No
Braces
(1). 1x4 'L' Brace N.
(1) 2x4 'L• Brace w
(2) 2x4 'L' Brace ww
(1)' 2x6, 'L' Brace w
<2) 2x6 'L' Brace Ni
Group A
Group B
Group "A
Group B
Group A
Group 13
Group A
Group B
Group A
Group B.
-P
#1 / #2
3' B'
6' 3'
6' 6'
7'. 5'
7' 8'
8'' 9'
9' 2'
It' 7'
12' 0'
13' 9'
14:. 0'
-
O
S P F
L1 [�
rl r
03 ..
3' 6'
5' 5'
5' 9'
7. 2'
7' 7'"
a' 8'
9' 11. ..
11' 3'.
11' it'. .
13' 7'
14' 0'
Stud
3' 6'
S' 4'
5' 8'
7 2'
7 7'
8' 8'
9' 1"
111 2'
11' 11'
13' 7'
14' 0'
Standard
3' 6'
4' 7'
4' 1t'
6' 2'
6' 7'
8' 4'.
8' it'
9' 8'
10' 4'
13' 1'
14' 0'
#1
3' 10'
6' 4'
6' 7'
7' 6'
71 '9'
8' 11'
9' 3'
11, 9'
12'. 2'
13' 11'
141 0'
J
a
S P
#2
3' .8'
6' 1'
6' 6'
1 7' 5'
7' B'
8' 9•
9' 2'
111 7'
12' V
.13' 9'
14' 0'
03'
3' 7'
4' 10'
5' 2',
6' 5'
6' 11'
8' 9'
9' 1'
10, 1'
10, 10
13' 8'
14' 0'
(U
I
D P L
Stud
3' 7'
4' 10'
51 2'
6' -5'
6' 11'
8' 9'
9' 1''
10, V
10' to'
13' 8'
14, 0'
Standard
3'' 3'
4' '3'
4' 7'
5' 8'
6 V
7' 9'
8' 3'
8' 11'
9' 7'
12' 2'
13, 0'
U
'#1 7 #2
4' 2'
7' 2'
7' 5-
8' 5"
81,91 "'
'10, 1'
101 6'
13, 3'
13' 9'
14' 0'
14' 0'
_
_
S P F
#3
4' 0'
6' 7'
7' 5'
8' 4'
e` e'
9' 11'
10' 4'
13, 11'
13' 7'
14' 0'
1'4' 0'
U
Stud
4' 0'
.6' ,7'
7' 0'.
8' .4'
8' e'
9' 11'
10 ' 4'
13, 1'
13'. 7'
1'4' 0'
1V 0'
Q)
O
H F
f 7
Standard
4' .0'
5' 8'
6"0'
7' 6'
8' 0'
9' 11'
10' "4'
11' 10'
12' 8'
14' 0' .
, 14' 0'
#1
4' S'
7'. 3'
7' 6'
e' T
8' 11`
10, 2'
16' 7'
13' 5'
'13, 11
>14, o'
14' 0'
1
S P
#2
4' 2'
T 2'
`7' 5' . '
8' 5'
8' 9'
10, 1",
10' 6'
13' 3'
13' 9
!14' 0'
#3
4' V
5' 11'
6' 4'
T 11'
8' S.
10' 0'
10' 5'
12' 5'
13' 3'
14, 0'
14, 0'
QJ
D F L
Stud
4' V
`5' 11'
6' .4'
7' 11'
8' 5'
10, 0"
to' 5'
12, S'
13, 3'
14' 0'
14' 0'
Standard
4'' 0'
S' 3'
5' 7'
7' .0'
T 6'
9' 5'
10` 2'
11', V
11" 9'
14' 0'
14' 0'
#1 % #2
4'' 8'
7' 11'
8' 2'
9' 4'
91 e'
to, 1'
it, 6'
14' 0'
14' 0'
14' 0'
14' 0'
-
S P F
#3
4' 5'
7' 7'
8,11,
91 2'
9' 6'
10_ III
it, 5'
14' 0'
14' b'
14' 0'
14' 6'
U
i 1P
Stud
4'• 5'
7' 7'
W 1'
9' 2'
9' 6'
to, 11'
11' 5'
14' 0'
14'.0'
14' 0'
14' 0'
Standard
4' 5'
6'. 6'
6 11'
8' 8'
9' 3'
10, 11'
Ill 5'
13' 7'
14' 0'
14' 0'
14< 0'
X
#1
4' 10'
8' 0'
S' 3'
9' 5'
9' 9'
11' 2'
11, 8'
14' 0'
14' 0
14' 0'
14.` 0'
S P
#2
4' 8'
7' 11'
B' :2'
9' 4'
J' 3,
Ill 1'
IV 6'
14' 0'
ic, 0'
14" 0'
14' 0'
N_
01
#3
4' 6'
6' 10'
7' 3'
9. 1'
9' 7'
11' 0'
11' 6'
14' 0'
14' 0'
14' o'
14' V
D r L
Stud
4' 6'
6' 10'
T 3'
9' V
9' 7'
11' 0''
11' 6'
14' 0'
14' 0'
14, 0'
14' 0'
Standard
4. 5'
6'' 1'
6' 5'
8' 1'
8' 7'
10' 11'
11' 5'
12, 8'
13' 7'
1 14' 0'
14' 0'
Diagonal brace option
' vertical length may be
doubled when diagonal
brace Is used. Connect
.diagonal.. brace for 6900
at each end, Max web
total length Is 14/
Vertical length shown
In table .above.
Connect
AN ITW1
13389 Lakefront Dtive
E0,01 City, MO 63046
Truss
Aticut
/
1
ltt"
L
BE
•LI
Br ce
31E31E
2x6 BF-L #2. or.
better, diagonal.
T
braces single
I
8,
or double 'cut
XI
1
(as shown) at
J_
upper end.U.
Refer to chart obove for max_,gd%WF
tong and banding• 'Refer to and 11^
in;
ioyne�or— b--tne fner BCSITy
i nave bearing instaaea per g ,%i seetwns sa; s, or o10, as appucao- Apply F
:cuss end ppoosition.as-shorn above and on the Joint Oetals, uwess noted other
�r to dravings 168A-Z for standard, plate positions.
,fie, o divislon.of ITV Mdta g Components Grouupp InG shall not be respansrole f
.drawing, any Failure to build the truss In conFornonce with ANSI/TPt-q. oe ,for
,station s bracing of trusses.
Boat, on ANg driving or cover page Wting 'tNs droving, In:lcat6s acceptance a
ieerirg respohsum ty, solely far Me design shom. The suita!#II and ise of t
any structwe I5 the resparslbpity of the @dc t DeJgricr per�ANSV.TPI 1 Sec
face i _ .t
OF
^V-
13
Bracing Group Species and Grades)
Group Ai
S ruce-Pine-Fir Hen -Flo
#1 T a2 Standard I #2 I Stud.-
d3 1 Stud I 1_..#3 ...Standard
Dou Iqs Fir -Larch Southern Plnewxw
#3 #3
-Stud. Stud
Standartl Standard
Group BI
Hem -Fir
qi g Btr
#1
.Dou las Fir -larch Southern Pinewxw
al #1
&2 a2
10 Braces shall beSRB (Stress -Rated Board),
■wfor ix4 So. Pine use only Industrl6('55 or
Iridustrini -45 Stress -Rated Boards. Group H
values may be used with these rides.
Gable Truss Detail Notes,
Wind Load deflection criterion Is L/240.
Provide uplift connections for 135 plf over
continuous bearing (5 psf TC Dead. Load),
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang,
Attach IL' braces with -10d 0.128'x3.0' Min) nails.
)K For <1) 'LI brace) space nalls at 2' o�c.
in IS' end, zones and 4' o.c, between zones.
31 XFar (2) 'L' braces- space halls at 3' o.c.
In 18' end zones and 6' o.c. between zones.
'L' bracing; must be a -minimum of 807 of web
member length.
Gable Vertical Plate Sizes
Vertical Len th No S lice
Less than 4' 0' - 2X4
Greater than 4' 0" but 4X4
less than IV 0'
:+ Refer to common truss design for
peak, splice, and heet plates.
Refer to the Building Designer for conditions
not addressed by this detail.
REF ASCE7-107GAB16030
DATE 10✓01/14
DRWG A16030ENC101014
TOT, LD, 60 PSF
SPACING 24,0'
IT
Relnfoi
Merck
Gn
Tr
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.
Gable vertical length
greater than 48' 'L'
or 'T' brace required
Refer to appropriate Alpine gable detnll for
minimum plate sizes for vertical studs.
+QRefer- 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 overtopped plates to span the web.
Exnmplei 2X4
2X4 *2XG
\ V No 'L' or 'T' I I
brace required e
In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design.
vertical length greater than Attach each 'T' reinforcing member with
48' 'L' or 'T' brace required End Driven Nails,
Slid Common (0.148'x 3.1,min) Nalls at 4' o.c, plus
(4) nalls In the top and bottom chords.
Toenalled Nalls,
IOd Common (0.148'x3',min) Toenails at 4' o.c. plus
(4) toenalls In the top and bottom chords.
This detall to be used with the appropriate Alpine gable detail liar ASCE
wind load.
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051D14, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A11515ENCI01014, A12015ENC101014, A14015ENC101014, A16015ENC1010141
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PEDID1014,
A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A2D030END101014o A20030PED101014
See appropriate Alpine gable detnll for maximum unrelnforced gable vertical length,
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toe -null - Or - End-nall
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detnll).
Maximum allowable 'T' reinforced gable vertical
Length Is 14' from top to bottom chord.
'T' reinforcing member material must match size,
specle, and grade of the 'L' reinforcing member.
eb Length Increase w/ 'T' Brace
Example)
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'o.c. SP #3
'T' Reinforcing Member Size = 2x4
'T' Brace Increase (From Above) = 30% = 1.30
(1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
1.30 x 8' 7' = 11' 2'
'T' Relnf.
Mbr. Size
'T'
Increase
2x4
30
2x6
20
Q I�I�\\V 111
��� P� n�
�.I
AN coITwMPANY
13389LekefrontDrNe
EadhCly,M0tDrNe
MWARNINGIM READ AND FILLDV ALL NDTES ON Tl4S DRAWINGI
uDFMMTNM FU(NMH THIS DRAWING TO ALL CONTRACTOtS INCLUWNG THE INSTALLERS.
Trusses require extreme care h fabricating, handling, shipping. Installing and bracha. Refer to and
follow the latest edition of SCSI (Building Camponent Safety Information, by TPI and SSCA) for safety
proctres prior to performing those functions. Installers shall provide temporary bracln per BCSL
Unless noted atMrtlsw, top chord shah have properly attached structural sheathing and bottom chord
shot[ have a properly attached ri2d callap. Locations shorn for permanent lateral restraint of webs
ils applicable.no Apply plates to each Fan
J or DBID,etails,
shall use hracinp Ion Installed per ftbo sections the
oP truss and position as shown nhove and on iM Joint ➢etoSs, unless rotetl otherwise.
Refer to dra.= 16OA-z for stoandard plate positions.
fn0 a to hVld the Pt rents coou�ornnnn Im t[ n ANbe re S�sible f }Wady or any deviation from
this drnwtrip, division
rM a hippvc
Installation s bracing of trusses,
A swal on this drawing or cover page Bsthg this drawing, Indicates acceptance of professional
Vrwrk: respoms101ty solsly far tlr clos shown TM nitnbNllty gad use of this *vwr,g
for any w is respoeubluty of BultdRng Deslprrr per ANSI/TPl 1 Sec2.
For more Information we this Job's general notes page and these web site%.
ALPINE, wvzolphe[tmeami TP➢ wnApinstall, SBCN wnsbchdustry.orp, ICC� nw.kcsafw.org
,,,,,
� Aft M r�
�(]=#,•-„#.i�r�
^ no 0475$2 ^:
M•
• 1
%•9� STATE Of r Wg
"9q;,�, �:4'..
H�yR PIAL ss�
...umse sga�ssassra
u,�..«"..o•m..,.
...
� .�.....-.
—
MAX. T❑T, LD, 60 PSF
REF LET -IN VERT
DATE 10/01/14
DRWG GBLLETIN1014
DUR. FAC, ANY
MAX, SPACING 24,0'
x Hip Frame Details
W4X4, Min.
----
T.y.p` i.
WL5X3
Tjip, �`
2x4 Chords
.2x4 Purlins
Pin 1rnmc
n
es
;d Hip
n Trusses
Setback
#1 Hip
4n(4cl55
Pitched and Sheathed
Chord Area
--- --- /�
B
- Hip Frame#
Bottom Chord
--------------- -----=--=----=-----__-____-_-=-----
\
o- Attach
hip frame to flat chords'
of stepped hips
W3X4, Min, at all
overtapping points with (2)
0,131ex3.5" nails,
W3X4, Min, )K Hip Frame, 'R'
Bottom
chord of hip frame tobeattached
to
#1 hip
with 0,131 x3,5 nails @ 6 o,c,
maximum spacing,
Hip frame stops at plumb cut of
jacks to maintain pitch continuity.
Hip Frame
ection. B=B
Hip frame lumber is SPF, So. Pine, HF,
or DFL Standard, Stud ;grade, or better,
See Engineer's sealed design for setback,. \<
Lumber, plating, loading, and duration factor required,
'R' Hip frame chords may be trimmed up to 2e to fit, Stepped Hip
purlins must be intact and property attached. Setback - --=System Trusses
Use this detall for, Hlp Frame - provided .by truss manufacturer;
-ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Encl'osed, Exp Ci or Hip frame is designed to provide bracing for flat top
ASCE 7-10; 160 mph, 30 Mean Hgt, Partially •Enclosed, Exp D, or
ASCE 7-05, 140 mph, 30, Mean Hgt, Partlally Enclosed, Cat II, Exp C; or chords of hip frame system where Indicated. Ftat top
ASCE 7-02, 140 mph, 30' Mean Wgt, Partially. Enclosed, Cat II; Exp C, chords of stepped hip system must be So. 'Pine lumber,
Structure pqn6ts must be property attached directly
Residential, Wind TC DL=42 psf, Kzt,=1.00 To
PM r . srnu mn o proporvy,dttacnod m9w cv-0. eaa
Q (� shall Y,is M p-1 Mstas s Per Qbo wild on thl
of, Truss and po 16D as fors ¢bode pt to tol
Refer to drnvinps 160A-2 for standard plate pos
Alpi e, o dWlslon of [TV Handal¢C Conpanents Gro
ANitWOOMPANY this droeing, any folure to b.A the truss In ea
fnstallntloh 6; bradng of trusses.
A seal os this draaln0 ar.cpver sF P. usft th
engk�eering resperetlolU{y solely for thedlIppnn
73369 LakefionlDiNo for any structure Is the resporf8mlUlY" oPeslire &
Eadh City, M063Ud6 For' saro InFornation See this Job's
ALPINE ■ Alpinoltreonl TPL rw.tpoutor
lk
for ony deWotlm f
r hnndlln0, shWPfnO,
0
"i.' =rE QF
F --HIP FRAME
TE 10/01/14
WG HIPFR1801014
ir
Valley Detail - ASCE 7-1Oi 1,60 mph,
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better,
Bot Chord 2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better,
))K Attach each valley to every supporting truss 'with,
(2) 16d box (0,135' x 3,5') nails toe-nalted for
ASCE 7=10 160 . mph. 30' Mean Height, Enclosed
Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00
Or
ASCE 7-10 140 mph, 30' Mean Height, Enclosed
Building, Exp, D, Wind: TC DL=5 psf, Kzt = 1.00
Bottom chord may be square or pitched cut
as shown.
Valleys short enough to be cut as solid triangular
members from a, single; 2x6, or larger as required,:
shall be permitted in Lieu of fabricating from
separate 2x4 members.
All plates shown are ITW BCG Wave Plates.
30' Mean. Height, Enclosed, Exp, C, Kzt=1,.0.0
Unless specified otherwise on engineer's. sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of
web, same species and grade or better, attached with 10d box
(0.128' x ab,) halls at 6'" o,c. In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at mid -length of web is permitted with diagonal
braclhg as shown in DRWG BRCLBANC1O14,
Top chord of truss beneath valley set must be braced with,
properly attached, rated sheathing applied prior to valley truss
Installation:
Or
Purtins at 24' o,c, or as otherwise specified on engineer's sealed design
Or
By valley trusses used in lieu of purtin spacing as specified on
Engineer's seated design.
XWW 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',
2X4 04
12 3X4 Valle
12 Max, f — Spading
2X4 X4
Pitched Cut i Square Cut Stubbed Valley Optional Hip
i--- 8-0-0 Max ---j Bottom Chord Valle Bottom Chord End Detail Joint Detail
4X4 y Toe-rtailed Valle
G
SP"
20-0-0 (++)
Supporting trusses at 24' o,c, Maximum spacing.
-VARNDM. READ AND. FOLLOW ALL fora ON, DIM DRAtflRra
-ll4'DR'fAftirr. F1RiNLSH $RAV1N6 TD ALL CONTRAC7IIRS RIq.lIDR1G tF� DISTALLERS.
i1� f'i °`'.
TC LL 30
30
4OPSF
REF VALLEY DETAIL
DATE 10/01/2014
,TfgS
rrusses'require extreme core In fobrWing, handling, shippb.g, bnstdting and braGng. Refer to and
follow the tr,,, $,, 5$w CamPonent Safety Infornatlon, by TPl antl 111, for, aofety
`�
t
�` a41i�'
:DL 20
15
7 PSF
edition. of ,
Crnctices prior to performing these, Punctions. Installers shoU provide tem{xrnry �br�nGng, per $CS[,'
U Uor, top chore ahott move attoehed atruci ad shaa)hing anal bottom ahor9
�y�il ,�,
� DL 10
10
10 PSF
DRWG VAL16O101014
d I7 ��, F
IIL'1� (�
noted othor.i9e, Property
shaU have a property attyl, ricld Cal W.0 �owtions shorn, for perm=.= toter. restr 1,t of. webs
shalt have bracb.g Inst.U.d per $GSI sectbns �g3, 07 or DID, or appllmbtm AWY Pieter . to each face
of truss and pposition os shown above and on the Jobit Details, .inters noted other.lee.
.:
LL 0
0
- 0 PSF
ANtIWODMPANY
R.Per to drowinge WA-Z for stardord Plot. posFtldns.
Alpo ,$vial.. of 1Tv $dldIng conponenis Group Inc. 9hatl net be tt9Pnnelbie Far any devoion from
this drawing any Faltu a to b Rd the truss In sonfornnnc with ANSI/TPI 11 or for Ind" �g, shipping,
TAi•E OF
TOT. LD. 60
57PSF
55
installation s bracing of trusses.
A seal an Sins allowing — cover page Voting tins drawing, Indicates acceptance of professional
Al " ^ .
/ *
_
e Fg r¢sponsxttlty solely for the design shorn The suit iellty wW use of this droWrg
IV is tare oP the $uN+g Designer per M7SUM I SecE
i ti It }y
�i� ��''` ..�,
UR.FAC.1.25/1.33
1.15
1.15
SPACING 24,0"
IMg Lakef=l Dilve
6arlh City, MO 63046
any stnlatlra rospor�Rtty
For more information see this job's general notes pa and these ieb,sltev
e. own .a.a....ic.�,,:.,rpt..rr.w Gn �,rsRca...w.s+ielndus�trv.orol ICD tw.kc¢n(e,arg
.,,.+
`/i ' �
'/i. i(:,"1.>.an G'Y`iSl'"1 ����
Piggyback .Detail ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg Located anywhere in roof,. Exp C, Wind DL= 5,0 psf (min), Kzt=1;0.
or 140 mph wind, 30:00 ft Mean Hat, ASCE .7-10, Enclosed Bldg,. located anywhere In roof; Exp D, wind DL= 5,0 isf- (min), Kat=1,0.
Note! Top ,chords of :trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer .of Record shall
provide diagonal bracing or any other suitable anchorage to permanently restraln purlins, and tatei%al bracing for out of plane loads over gable ends,
Maximum truss spacing. Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads.
xx Refer to Enalneer's seated truss design drawinofor oloovback and base truss soeciflcations.
Detail A 1 Purlin Spacing = 24' o,c, or less
12
Up to 12�/� II I
Piggyback cap, truss stant nalled to .all top chord
purlin bracng with (2) 16d box nails (0.135'x3,5')
and secure top chord with 2x4 43 grade scab
(1 side only at eachend) attached with
2 rows of 10d box nails (0.128'x3') at 4' o.c.
�// I I I I I 4' Attach urlin bracing to the flat to chord
2 `�/ 2' p 9 P
using C22 16d box Halls (0.335'x3.5').
Top. Chord Scab (Typical Each End)' Flat top chord purlins required at both
ends and at 24' max o.c, spacing In between.
Detail B ' Purlin Spacing > 24' o.c,
Piggyback cap truss slant Walled to all top chard purUn
bracing with (2) 16d box nails (0135'x3.51) and secure top
chord with 2x4 #3, grade scab (1 stole only at each end)
attached with, 2 rows of 10d box nails (0,128141Y at 4' o.c.
12 Attach purtin bracing to the flat top chord
using a minimum of (2) 16d box nails ZOdWx3.51).
'Up to 12 V I I I I \\
I \\ I I \\ ( I I </ 1 1 24' O.C. max
Top Chord Scab (Typical Each ,End> C olyd Flat top Chord purlinsrequired at
Depth both ,ends, purlin spacing > 24' o;c.
Note, if purlins or sheathing :are not specified on the flat top of the base -
truss, purlins must be Installed :at 24' o,c max, and use Detail A. lddEl#riNJ1JJ
...
. ._
—VAPNDaGIo READ MD FOLLOV ALL NOTES ON THIS DRAVD1fd
.aWMTANTwo,. A MISH THIS :DRAVING. is ALL COITRACTDRS INCLUBM THE 1MSTALL131i
Trusses require extreme care In fabricatlog, handling, shipping,. InstalUng and brocbV.. R¢fer to and
follow i ie latest' (BuAcang Component Safety I%iformatlah, y and SBCA) For .safety
y ,t
� iV,(�
edition of .BCSI ;TPI
gprractkee prior to. perfammil these fue lons. Installers shag .provide tempororyy �6raang per BCSL
lMte46 nut¢d other is top chard shalt have p ope.ty attached strllcturnt dh..49. g and bottom chord
�(
r
shah have a properly attached riggi}dd celkl g Locotlonn shown for permanent lateral restraint of webs
bracing SCSI 87 or Be as Apply to each Face
'
shall have y,stalletl:p¢r plates
sectionson the Wessbn .
truss and as, shown above and the Joint D¢taes- uA¢ss noted otherwise.
—, -
to
R fer to drarings 160A Z for stnndortl plate positions,"
Re lop16D
AN,r WCX>MPAW
Apb,e, a divislon of 1TV Mding Components Group Inc shop not be respanslbte for any devlotbn from
this drawing, any fauwe to build the truss in conformance with ANSI/TPI 1, or for hantldng, swppag,
o -
r �
'
Installation b brocing of trusses. ,
A seal,on this.dcoulg or cover page Usthg this drawing, lno0cates aeceptante of professional
„
Jq
Vp 4!
S.
eegYaerag responss,Alty solNy for the deslpn shown. The sultobBlty„ and use. of this dmvbV
For ony struah,re M tSie alespacsW8lty of tf+o BuAc8n11 Deslgter per ANSVTPS 1 Seel,
1.
.
r",p
13369 llyke,,;o Drive
Eallh Ci a-
For' more Wormaticn see this Job's general notes page and these web sites,
"'6/
ALP110 —w.alpinoltw.coml 7PL'rww.tpinstorgl SBCA wrwsbclndustry.orgl IM wrr.kcsaf¢arg
3
The top chord #3 grade 2x4 scab may be replaced
with either of the foRowingi (1) 3X8 Trulox
Plate
attached with (a) 0.120'xl.375' nails, (4)
Into cap TC b 14) Into base, truss TC or, (1) 28PB
wave piggyback plate plated to the piggyback
truss. TC and.,
to the base truss TC with
(4) 011201x1;375' malls. Notes Nailing thru holes of
wave plate Is acceptable.
x In addition, provide connection
with one of the following methods,
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3X10 Ttutox plates for 2x6 and larger chord
members, Attach to each face @ 8' o.c. with (4)
0.120'x1,375' nails Into cap bottom chord and (4)
In base truss top chord. "Trulox plates may be
staggered 4' ac. Front to back faces.
APA Rated Gusset
8'x8'x7/l6''(min) APA rated sheathing9 ggussets
<each face). Attach 2 8' o;c. with (8) 6d common
(0.113'x2'). nails per gusset; (4) In cap bottom
chord and (4) In base truss top chord. Gussets
may be staggered 4' o.c. Front to back faces.
2x4 Vertical, Scabs.
2x4 SPF 112, full chord .depth scabs (each face),
Attach 2 8' o,c, with (6) 10d box nails (0128'x3')
per Scab, (3). In cap bottom chord and, (3) In
base truss top chord. Scabs may be staggered
4' o.c. front to back faces.
28PB Wave Piggyback Plate
One 28PB waye pi gyback plate to each face
@ 8' .o.c. Attach teeth to pigg back at time of
Fabrication, Attach to supportng truss with
(4) 0.20*4375' malls per face per .ply,
Piggyback plates may be staggered 4 o.c. front
to back faces,
24,0'
F PIGGYBACK
TE 10/01/14
WG PB160101014
CAR Reinforcing Member Substitution
This detail Is to be used when a Continuous Lateral Restraint {CLR)
Is specified on a truss design, but an alternative web
reinforcement method is desired,
Notes:
This detail Is only applicable for changing the specified; CLR
shown on single ply sealed designs to T-reinforcement or
L-reinforecement or scab reinforcement,
Alternative reinforcement "specified in chart below may be conservative:
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Web Member
Specified CLR
Alternative Reinforecement
Size
Restraint
T- or L-
Reinf. Scab Reinf,
2x3 or 2x4
i row
2x4
1-2.x4
2x3 or 2x4
2 rows
2x6
2-2x4
2x6
1 row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4OO
2x8
1 row
2x6
1-2xe
2x8
2 rows
2x6
2-2x6OO
T-reinforcement, L-reinforcement; or scab reinforcement to be same
specles and grade or better than web Member unless .specified
otherwise on Engineer's sealed design,
(No Center scab on wide face of web. Apply (1) scab to each
face of web,
a
AL L ON
AN ITWOOMPANY
13389.Okefmc! Drve
Ea@h City, Ma GY A8
T-Reinforcehient
or T-Reinf.
L-Reinf oreement: or
L--Reinf.
Apply to either side at web narrow face:
Attach with 10d <0.128'x3.0',min) nalls
at 6' o.c. Reinforcing member is
a minimum 80% of web
member length.
T-Reinf, L-Reinf,
Scab Reinforcement:
Apply scab<s3 to wide 'face of web.
No more than (1) scab per face.
Attach with 10d (0;128'0.0%min) nails
at 6' o,c, Reinforcing member is a
minimum 80% of web member length.
Scab Reinf.
-1 XZ
"WARWO AND iDLLIIV ALL NDTes ON TIM DRAVMD
■sDiMRTANTo FUPNISN. THIS MAVMG M ALL :CMTRACTt9ES. D XILIZI Jri THE VisTA"M&
re.adra ev* ie rorw In fali'rlmtlno, handUno. shloolno. InstalUno and braclnu. Refer to
as
each
a dvlsRm of 'ITV- &eV Conpments Group Inc.. shall not be responslble -for ony deviation f
n ,ft,
any
Ntu� trusses, the truss In fo conrnance with ANSI/TPI 1, or for hanpting, WppinB,
on tNs 'draslnD ar cover pope UstlnR W. d—ing, Indmtes accoptcme of professional
��gg reappnslb6lty solely for file dell8Dnn sheen The: Sultabmty and use oF: this dreslno
struciwe Is the respansWNty oP She PAdna Designer per ANS11M 1 SeeE
r,i . nere Inforwtlon see this bli 3 oeneral• notes oace and these .web sites,
i�:fyS 'Ili
TC LL PSF
TC. DL PSF
C DL PSF
REF CLR Subst,
DATE 10/01/14
DRWG BRCLBSUB1014
f o.F
BC LL PSF
0T, LD, PSF
1� ..w
DUR, FAC.
Cracked or Breaker Member Repair Detail
Load Duration = 0%
This drawing specifies repairs for a truss with broken chord Member forces may be increased for
or web .member.
This design Is valid only for single ply trusses with 2x4 or
2x6 broken members, No more than one break per chord panel
and no more than two breaks per truss are allowed.
Contact the truss Manufacturer for any repairs that do not
comply with this detail.
(B) = Damaged area, 12' max length of damaged section
(L) = Minimum nailing distance on each side of damaged area (B)
(S) = Two .2x4 or. two 2x6 side members, sane size,, grade, )and
species as damaged member. Applyy one scab per face,
Minimum side member length(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.
Nall Into 2x6 members using three (3). rows at 4' o,c., rows staggered.
Nail using 10d box or gun nails (0.1281x3', min) Into each side member.
The maximum permitted lumber grade for use with this
detail is limited to Visual. grade #1 and MSR grade 1650f.;
This repair detail may be, used for ,broken connector plate at
Mid -panel splices.
This repair detail may not be used for damaged chord or web
sections occurring within the connector, plate area.
Broken chord' may riot support any tle-In, Loads.
S
L
4° o.c
'iTypicat �
+ O + O + 'O + O
o + o + o + O +
2' i --
Stagger
+ = Back .Face 100 Box (0,128" x 3 m1r) Nailst
O = Front Face 2x4 Member 'Double Row Staggers
2x6 Member _ Trlole Row Staogere,
Duration of Load
Maximum Member Axial Force
Member
Size
L
SPF--C
HF
DF-L
SYP
Web Only
2x4
12'
620#
635#
730#
800#
Web Only
2x4
16"
975#
1055#
'1295#
1415#
Web or Chord
2x4
24
975.#
1055#
1495#
1745#
Web or Chord
2x6
14654
1585#
2245#
2620#
Web or Chord
2x4
30"
19104
1960#
2315#
2555#
Web or Chord
2x6
2230#.
2365#
3125#
3575#
Web or Chord
2x4
36'
2470#
2530#
2930#
3210#
Web or Chord
2x6
35354
3635#
4295#
4745#
Web or Chord
2x4
42"4395#
2975#
3045#
3505#
3835#
Web or Chord
2x6
4500#
5225#
5725#
Web or Chord
2x4
48°
3460#
3540#
4070#
4445#
Web or Chord
2x6
5165#
5280#
6095#
6660#
S
L
Hininum B
L Distance
Mlnlnun
i Distance
B
L
L
L
Nail. Spacing Detail
.. .. vwVARlM,Q- READ AND FOLLOV. ALL NOTES ON THIS- DRAVIRGI
"IMPORTANT" MWSH TMS'DRAVW TO.ALL.CMiTRACTURS MMLM G THE INSTALLERS. �� Q, �� REF MEMBER REPAIR
Trusses rem4m extrene care In fabricating, harakid, shipping, tnstalft and braCMg, Refer -to and ` �. �,\ S • !, + DATE 10/01%14
£altos the latest edition of BCSI (Building Conpon¢nt Safety Information, by TPI and SBCA) to, safety
practicos prior to performing_these functions. Installers shall provide temporary brahing per"DCSL (yq,
Unless noted "otherwise. ,top chord shall have property attached structural sheathing and boti" char" i .. DRWG REPCHRD1014
shall have a properly attached rlgltl Celina. Locations ,shown Fon'pernanent lateral restraint of webs W
chap have br 1 Installed per RCS{ sections 113 B7 or 1310 as applicable. Apply plates to. each face-
d 11 IL..JJO of truss and position as shownabove and on the Joint Detals u less hated otherwse. �Qy�f/• q
Refer to drawings I60A I for standard plate .positions .0E F rf.
AIptne a divlslon of ITV Buldnp Conponents Group Inc shall not be "responslble for anY deviation fron ,,,rh�� A"�y -w
ITWdQMPANY Lys draping, any failure to bind the truss In conforrance with ANSLMI 1,. or For ha Ali, shipping, " "T'
Mstaltatian s brbcMg of trusses. Rfy
A seal on this drawing or cover page listing "this drawing, Mdtcates acceptance of Professlonat sr ®I"t
en respona4lt! adely far the tlesl shown, The sJtaw and`use of this tlrowMg �ji(y
133 9Cty fonlD va far an�tty strueWear-tl— ...this ,pb's Genneerallyno� p�000 and these web,sites� r'f+<<f�+�Q'r'ylltJt''SPACING 24,0' MAX
,,. ALPINE-wwvaipineltw:con) Pit wwctpMst.oCgf SBCA, wwr.sbcMdustryorgl;ICci wwwlcesafesrg Ifs laic
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0' GC MAX. LENGTH TOTRIM ILLER
F EXISTING FILLER
- SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL,
- USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE
FRAME CHORDS.
- USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR
FALSE FRAME WEBS,
- LOCATE VERTICALS AT 4'-0' O.C. MAX., OR SEE NEXT 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).
❑PTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX.
—FALSE FRAMES MAYBE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS>.
*LATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ORIGINAL TRUSS: SINCE MANY FACTORS AFFECT THE
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND
LOADS, BEARING LOCATIONS,. ETC, IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD.
REFER TO SPECIFIC TRUSS DESIGNS TO; DETERMINE THE REQUIRED 'BRACING
FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD
PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT 10'-O' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD.. BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING. DESIGNER
q
AL_'P F9
AN ITWCDMBVW
13389 lakefront Drive
Eadh City, MO 63D45
"WARNING" READ.AND FMInV
■eINMRTANTaw FLIFINM'THIS DRAWM, TD ALL
TH19 .DETAIL APPLIES. TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING .AND ANY TRUSS WEB CONFIGURATION FOR 24' ❑,C. MAX.
SPACING AND 10PSF MAX, CEILING LOAD., WITH THE EXCEPTIONS
NOTED ON THIS SHEET
DO NOT USE THIS DETAIL FOR,
1. STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP
2, INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS.
3. LOADS IN EXCESS OF IOPSF 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'-0'),
8. FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS,
NOTE: FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED
WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES
NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY
rHANnr RACFn nN THE NEW FRAME LOCATIONS AFTER MODIFICATION.
- USE. AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION.
USE ALPINE WAVE 20 GAUGE 2x4 MIN; PLATES AT EACH END OF EACH
VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT,
- IF,NEEDED,,A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE).
- PLACE FALSE FRAME CHORD IN -PLANE, WITH THE TRUSS.
CUT VERTICALS TC LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, TO BE PLACED :AT EACH END IN ADDITION. TO ABOVE REQ.
JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3),10d BOX
(0.128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLE
- MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND
8d NAILS (0113x2.5'>. 2 3' D,C, AT THE FALSE FRAME HEEL JOINT IF
DESIRED,
—VERTICALS MAY BE JOINED .BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE
(0.120') xl.375',NAILS I,NT❑ EACH, MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS).
IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18'
LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH
(6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE
FACE ONLY).
!r to draslnps. 16OA-2 For standard piste positlons,
Nm n dlvtsbn of 3TV'DuAmng Components Grote Inc,: shaU .not:be raspan I" for ,ony devti ibn F
,wring, any 14— to bWld the tress in confornanre_ rKh,ANSEfTPI I,, or for hnnWr�g, sK;i*9i
lllotlon 6 bracing of tni.sea,
sent on tilts dmvLV or, cover Page Ustkv tHs.draihp, indicates Acceptance of profdsslanst
ierriig nsponsbtUtyy solely far` the- deslRn .Mm Tha sultobl ity And use of #ys drueh0
nrry struc4rc Is ,Rhe rgspons641ty AF the "diro Dsylgnei�.par ANSI/TPI i..See2.
for eora Infernatian see tWs .lob's Aenerot natae'aaae ➢nd these Veb sltei,
N.
F
REF BC FILLER
DATE, 10/01/14
DR.WG REPBCFILI(
SCAB 2X4 OVERHANG DETAIL
ASCE 7-05 120 mph wind, CAT II, EXP C, ASCE 7 10 160 mph wind, EXP C; Or 140 Mph 'wind, EXP D,
30,00 ft clean hgt, located anywhere in roof, 30,00 ft mean hgt., located anywhere in roof,
wind TC DL=4.2 psf, wind BC DL=6,0 psf, Kzt 1,00. wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00,
Minimum 2X4 scab, same grade and species as top chord designated on
Engineer's seated 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 Cam).
NOTE,
#Z
is the
minimum lumber
grade allowed for all species,
NOTEI
Add
2,10#
uplift (max,) to
reported truss uplift for wall connections,
-MMAa`M
--DOI99TANTFM uAV1v Nyc�WuDM TM a,ST, A"&
��!/Y •+� p �j
A� /TOTAL
�r
TAP CHORD
REF,. 2X4 SCAB O.H.
_
DATE 10/01/14
- • -
Trusses require extrene care in Pabrkating, handUng; shippingg,, MstaWng and brut" Refer, to and
f,tar they latest edklon of BCS[ ®�ft r;anpoAe.t's fety Infrrnatlan, by TPl and S�BCA) for safety.
�� lye eVs �
` t�
LOAD NOT TO
EXCEED. 40 PSF
practices prlor ta�perforning theca fwctb.T tnstaltors Shall provltle tenporaryy br.=g par WSL
Weae noted other■ke, top chord shatl:have praperiy nttachedstruawrafsheethng end'bottan ehard
No
(DEAD PLUS LIVE)
DRWG �HSCB2X41014
. y
shall have a properly attac}ied r191d ceP..1n& Locations sho" For pernanent tnternl restrnMt oP eebs
/`�
�Mtolled
Q L�P
Per abo and on th J or Dta, nsaU piµss no Appppplty pintvs td vnctiface
pf eras anawings bn as shorn above on the o4it lleta0.6, unless noted otherrise.
-
Refer to drawings 168A-2 .for standard plate positions,
pl i
devintlon, fron
S A"f.��
(�w
AN RWCOMPANY
Al*e, n mvkbn of ITV; BuAeMp Conponents Group Sne` shall not by rasponsiMe fvr orry
tHs drvrMg, nny fo8ure to build the truss M confornance rNh ANS[/TPS S or far IondUny sFilpp ng,
.9 Q, �y
13989 Laketrani Drfve
6)statlntion t. bracMg oftrusses,,
a seal art this drnsMD or cover Page Ust4�g this. tlrarMg; lntlbntes nccupionce of professlorinl
engheeriig rrspa;;sadlty sooty far the deslpn ahom The sdtop@lty and use of a,lp dro.fng
Far arty strueWre is thvresponsWUtyof 'khe BuUdlnp Deslgron per AHSUTPt f.'See2.
is
y
!r�� `o m
�� .. ���, a+.�
�i ti
DUR. FAC,. 1.15/1.25
-
SPACING 2:4'
Eadncy.alossoas
ALPD1fl
12 (2) 16d TOE NAILS
O VARIES Gam'^ OPTIONAL SCISSORS BOTTOM CORD
B-0-0 MAX. SPAN
TYPICAL, END JACK (EJ)
N.T.S.
\/ i 12
VARIES
TYPICAL CORNER JACK (CJ)
N.T.S.
(2) 16d TOE NAILS
—(4) 16d NAILS
See Connection 'Detail
—(4) 16d NAILS
See Connectior Detail
Jack
I
omw rmel
'm n CONNECTION DETAIL
(BJ) ., x (2) 16d GUN NAILS
m FOR EACH LOCATION
SHOWN TOP & BOTTOM
� e�VJ 2x4 SYP Nailer 16" Long
o� L s _aa MAX. Top & Bottom use 16d
:)pG� Nails 4" O.C. staggered
TYPICAL CORNER SET LAYOUT
N.T.S.
B VARIES 12
(4) 16d NAILS
�/'��` See Connection Detail
11-3-12 MAX. SPAN
TYPICAL SCISSORS CORNER JACK (CJ)
N.T.S.
TYPICAL CORNER SET INSTALLATION
Uir `` MA''T f 1$°✓s
�'.t� 'Pd
TYPICAL LOADING (P.S.F.) aw$% ENS�C•. r�®o
nLF. SHINGLES:
HIRGMANUEL MARTINEZ, P.E.
TOP LIVE LOAD: 20 20 � ,
TOP, DEAD LOAD 15 7 NO
BOTTOM :DEAD LbAD: 10 11:0: a �/� m FLORIDA REGISTERED ENGINEER
TOTAL: 45 . ' . 37
STRESS INC. 1.25 1.25 �-� f � LICENSE # PE 47182
WIND DESIGN: M. 160 MPH, PER K S I ATE OF : 'w -
ASCE 7=10 M 24" O.C.
YsWARNING+• Read & F Ilow all notes on, this drawing.
Furnish this drawing to all ontractcrs including the installers: d�B S/� L \ '�±►
I IB)$AA9Ei