HomeMy WebLinkAboutTruss - 0061C,
C2
C3
#21-0060
- 30'211-
66'
19'2" + 168"
1� OLIVA MODEL GARAGE -LEFT
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T44 CV BEARIN WALL
ALL HANGERS TO BE SIMPSON HUS-26
UNLESS NOTED OTHERWISE
ALL BEAMS BY BUILDER
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6:12 PITCH, 2x4 T/C, 37# DESIGN, 8" NOMINAL BEARING @ ELEVATIONS DENOTED FLORIDA
BUILDING CODE 7th EDITION (2020), UPLIFT VALUES PER ENGINEERING BASED ON 8 psf
DEADLOAD, , ASCE 7-16, 160 MPH WIND SPEED, THREE SECOND GUST, ENCLOSED BUILDING,
EXPOSURE "B",CATEGORY: II RESIDENTIAL WITH ALL CONNECTION HARDWARE AND DESIGN BY BUILDER.
7
1712" 71411 511 ° +71611 i 511 " ---�
C'7
1
The Architect's or Architect's representative's
shop drawing approval is NOT a
"double check" of the contractor.
The contractor shall remain responsible
for checking field measurements and
other construction criteria. Architect's
approval covers general roof shape,
review of truss strapping, and loading on
structure from gravity and uplift loads and
their resp ve locations.
Approved By: 3-10-21
Date:
Braden aden A.I.A. P.A.
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JOB NO:
21-0060
PAGE NO:
1 OF 1
SEON: 259707/T38/HIPS
Ply:2
Job Number: 21-0061
FROM:
Oty: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt:322.0 Ibs
Truss Label: T1
/
... 02/05/2021
T 12'T 17'8"12 23'2" 30'2"
T 57" 5'1"12 7'
-3X4 1111.5X4
C= D E - F
- -
12
T 6f7
T
- =4X6(82) B
G=4X6(82) q
1
A
L K J I
H 110'
M
a1.5X4 -3X4 -5X8 1111.5X4
30'2"
T7"12 5""12 65"4 5'3'8 T7"12
2' T7"12 12'3'8 1T8"12 23'0"4 30'2"
Z
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Distl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udell U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.211 E 999 360
Loc R+ / R- / Rh
/ R. / U / RL
B 2853 /- /-
/- /830 /-
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.389 E 924 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.068 1 - -
M 2853 /- /-
/- /830 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.125 1 - -
Wind reactions based on
MWFRS
Building
g Code:
NCBCLL: 0.00
Mean Height: 15.00 ft
Creep Factor 2.0
B Br Width = 8.0
g
Min R 1.5
e9 =
Soffit: 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.812
M Brg Width = 8.0
Min Req = 1.5
Load Duration: 1.25
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.646
Bearings B & G are a rigid
surface.
Spacing: 24.0..
C&C Dist a: 3.02 it
Rep Fac: No
Max Web CSI: 0.212
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 28 -13
E - F 974 -3035
GCpi: 0.18
Plate Type(s):
VIEWVer.20.02.01A.1209.11
Wind Duration: 1.60
WAVE
B-C 740-2579
C-D 866 -3018
F-G 740 -2581
G -H 28 -13
Lumber
Top chord: 2x4 SP #2;
D - E 8743035
Sot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces
Per Ply (Ibs)
Lt Wedge: 2x4 SP #2;Rt Wedge: 2x4 SP #2;
Chords Tens.Comp.
Chords Tens. Comp.
B-L 2250 -637
J-I 2260 -635
Nailnote
Nail Soheduleo.128"x3", min. nails
L- K 2259 -635
1 - G 2251 -637
Top Chord:I Row 012.00"o.c.
K-J 3041 -880
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row C@ 4" o.c.
Maximum Web Forces
Per Ply (Ibs)
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Webs Tens.Comp.
Webs Tens. Comp.
C- L 239 0
E- J 186 -305
Special Loads
C - K 927 -282
J - F 939 -290
-----(Lumber Dur.Fao. 1.25 / Plate Dur.Fac. 1.25)
K- D 187 -311
1 - F 246 0
TC: From 56 pIf at -2.13 to 56 pit at 7,00
D - J 8 -8
TC: From 28 pIf at 7.00 to 28 pit at 23.17
TC: From 56 pIf at 23.17 to 56 pIf at 32.30
BC: From 4 pIf at -2.13 to 4 pit at 0.00
BC: From 20 plat 0.00 to 20 pIf at 7.03
BC: From 10 plf at 7.03 to top at 23.14
BC: From 20 pIf at 23.14 to 20 pIf at 30.17
BC: From 4 pIf at 30.17 to 4 pIf at 302 30
TC: 409 lb Conc. Load at 7:03,23:14
TC: 1681b Conc. Load at 9.06,11.06,13.06,15.08
17.10,19.10,21.10
BC: 4441b Conc. Load at 7.03,23.14
BC: 1291b Conc. Load at 9.06,11.06,13.06,15.08
17.10,19.10,21.10
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
'"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme ca[on!e n fal{ricatin0 h %Ing, shipping, int,1ling and brging., Refer to antl follow the latest edition of BCSI (Building
Com nent Saafety Informat, byY PI an $fOC ) for sate practices �rlor to ce orminp these functions. Installers shall urovide temporary
brad g er BVSI., Unl ss ngtetl otherwi ,top chord shall eve roper)Y a�tlacPleedd ttructOral she hin antl bottom hord shall hay a pr Fly
attacherPrigid ceilingp Unitas
shown>or ermanent lateral restraint of webs shahhave bmcinp,nstalled per BCS�sections B3, Be7 or gy$,
as ap linable. qkqogn y fates to each face, of truss and position as shown above and on the Join, Details, unless noted otherwise. f3efer to
drawi�igs 160A-Z'fbr standard plate positions.
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
ttrue in gonformanI "with ANSVT 11, or for h d11hg, shipping,, installation antl bracin of 1rus es; A eat on this tlrawin or raver il e
lissnn this drawing indicates acre fence of roess'onal ennineering reso nslbil�ty Sol lygfor the �esign s�iown. The suitabilil'y and use o�trtlls
tlrawing for any structure is the resPponsibiliry of the �uiltlingUesign6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: All I— al ineitw.co- TPI: t inst.or SBCA: sbcindust .coma ICC: iccsafe.o : AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN:259750/T17/COMN
Ply:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wg1:169.41b.
Truss Label: T9
/
... 02/05/2021
5'0"5 1004 15'1 2015 246
30'2"
_
5'0"5 4'11"14 5'0"1211
5'S"
TI E=5X5
05%51) F%3%4
12
6 p
.1.5%4C
—
T
(81)a
1 c'
A
=3%4 -5%81111.SX61M
30-T
]'T9 ]'S"] 9'6"12
�r1-
5'6'd
]'T9 15'1" 24-T'12
Loading Criteria (psf)
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.113 K 999 360
Loc R+ / R- / Rh
/ R. / U / RL
B 1273 /- /-
/733 /331 /220
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.211 K 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.037 1 - -
M 1133 /- /-
/545 /298 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.068 1 - -
Wind reactions based on
MWFRS
Building
g Code:
NCSCLL: 10.00
Mean Height: 15.00 fi
Creep Factor: 2.0
B Br Width = 8.0
9
Min R 1.5
eq =
Soffit: 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS 0.686
M Brg Width = 8.0
Min Req = 1.5
Load Dumtion: 1.25
BCDL: 4.0 pat
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.812
Bearings B & M are a rigid
surface.
Spacing: 24.0 "
C&C Dist a: 3,02 it
Rep Fac: Yes
Max Web CSI: 0.691
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Iba)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A:B 56 0
E - F 836 -1322
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01 A.1209.1 I
Wind Duration: 1.60
WAVE
B-C 1011 -1960
C-D 966-1785
F-G 1179 -2039
G-H 951 -1722
Lumber
Top chord: 2x4 SP#2;
D-E 837 -1324
Sot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces
Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
Wind
B - L 1-
K -14-1
Windloadsbaedon MWFRS with additional C&C
L-K 1445 -813
J-1 14 -12
member design.
Right antl vertical not exposed to wind pressure.
Maximum Web Forces
Per Ply (Ibs)
Wind loading based on both gable and hip roof types.
Webs Tens.Comp.
Webs Tens. Comp.
C-L 209 -176
F-J 511 -276
L-D 324 -66
G-J 810 -1177
D - K 360 -457
J - H 1955 -1075
E - K 846 -453
H -1 680 -1095
K-F 387 -458
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme ca[on!e n fal{dcatin0 h %in,, shipping, in>;talling and brging., Refer to and follow the latest edition
Coro Safety Informat, byY PI $fOC for functions.
of BCSI (Building
nent an ) sate practices rlor to a orming these Installers shall umvide temporary
brad g er BVSI., Unl ss ngtetl otherwi chord shall eve roper)Y a�tlacpaed ttmctOral Shea hln antl bottom hord shall hay a pr Fly
Unitas
,top
attache rigid ceillnpp shown r permanent lateral reafram of webs shahhave bmcing,nstalled per BCSfsections B3, Be7 or gy$,
linable. q,opr laces face, Join, Details, Aefer
as ap to each of truss and position as Shown above and on the unless noted otherwise.
tlrawl�igs 160A-Z'fbr standard plate positions.
to
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'ation from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 1 1, or for h dhhg, shippmg,, Installailon antl bracln of 1rus es; A eat on this tlrawin or raver p e
lissnn this drawing indicates acce fence of roe ufi,al engTeermg reso nn. lid sot In or the seslgn s�ioa— The suitabilil'y and use o�tfilis
tlrawing for any s[ruc[ure Is the resPponsibillry of the �uiltlingUsagn6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: Alpi— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN:259754/T18/COMN
Ply:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wg1:179.2 lb.
Truss Label: TI0
/
... 02/05/2021
5'P5 1tl0"4 15'1" ZO'1"5 226" 2fi4' 30'2"
_I
5'a"5 4'11"14 5'e"123'10" 3'10"
TI E=5X5
/5X5D F`3X4
12
6 p G®5)(5 H
I
%i1.$X4 D
Tb
-
-dXd(B1)B
1
�1tl
A
X6JN
=
-Xd =5X8 -X8
3 3
30'2"
T]"9 I TS"] 7'e"12 16"4
2,
T]"9 15'11 22T12 30'2"
Loading Criteria (psf)
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Deft/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.105 D 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
B 1273 /- /-
/739 /327 /220
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.197 D 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.041 J - -
N 1133 /- /-
/543 /303 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.076 J - -
Wind reactions based on
MWFRS
Building
g Code:
NCBCLL: 10.00
Mean Height: 15.00 fit
Creep Factor 2.0
B Br Width = 8.0
g
Min R 1.5
e9 =
Soffit: 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.691
N Brg Width = , 0
Min Req = 1.5
Load Dumtion: 1.25
BCDL: 4.0 pat
MW FRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.796
Bearings B & N are a rigid surface.
Spacing: 24.0..
C&C Dist a: 3.02 it
Rep Fac: Yes
Max Web CSI: 0.713
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A - B 56 0
E - F 840 -1314
GCpi: 0.18
Plate Type(s):
VIEWVer:20.02.01A.1209.11
Wind Duration: 1.60
WAVE
B-C 1010-1963
C-D 966-1788
F-G 1072 -1826
G-H 918 -1593
Lumber
Top chord: 2x4 SP#2;
D-E 842 -1317
H-I 0 0
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces
Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
Wind
B - M 1443 --858
L - K 1932 -599
Wind loads based on MW FRS with additional C&C
M-L 1443 -866
K-J 932 -599
member design.
Right antl vertical not exposed to wind pressure.
Maximum Web Forces
Per Ply (Ibs)
Wind loading based on both gable and hip roof types.
Webs Tens.Comp.
Webs Tens. Comp.
C -M 208 -175
F -K 396 -188
M-D 344 -60
G-K 594 -917
D - L 356 -463
K - H 985 -475
E - L 838 -456
H - J 974 -1360
L-F 378 -487
I-J 91 -82
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{ric090 h ndling, shipping, ine[alling and brging., Refer to and follow the latest edition of BCSI (Building
Com nent Safety Information, byY PI an $fC )for sate practices rlor to ce orminp these functions. Installers shall urowde temporary
brad g er BVSI., Unl SS ngtetl otherwi ,top chord shall eve roper)Y a�tlacpaed ttructOral Shea hln antl bottom hord shall hay a pr Fly
attache rigid ceillnpp Unitas
shown or permanent lateral restraint of webs shahhave bmcing,nstalled per BCS�sections B3, Be7 or gy$,
as ap licable. gqoonnTy claces to each face, of truss and position as Shown above and on the Join, Details, unless noted otherwise. Aefer to
drawlgs 160A-Z'fbrstaward plate positions.
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
ttrue in gonformanI "with ANSVT 11, or for h dllhg, shipping,, Installation antl bracln of 1rus es; A eel on this tlrawin or raver il e
Iissnn this drawing indicates acre fence of roess'onal ennlneering reso nslbillty Sol lygfor the �eslgn s�iown. The suitabilil'y and use o�trtlls
tlrawing for any s[ruc[ure Is the resPponsibillry of the �uiltlingUesign6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: All I— al ineitw.co- TPI: loins SBCA: sbcindust .com ICC: iccsafe.o : AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN:259758/T19/COMN
Ply:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wg1:183.41b.
Truss Label: TI1
/
... 02/05/2021
5'P5 10tl"4 15'1" 20'6""4 11
5'0"5 4'11"14 5'0"12 5'S"11"12
T E=5X5
=3X4
/5XSD F�5X5 G —
H
12
6p
T
-
b
%1.5X4D
-dXd(B1)B
1
�10'
A
-3Xd =SXa -3X4 -4X4 1111. X61 N
30'2"
T]"9 I TS"] 5 a a 4a"4 da"d
_
2,
T]"9 15'1' 20'9"a 25'S"12 30'2"
Loading Criteria (F q
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.105 D 999 360
Loc R+ / R- / Rh
/ R. / U / RL
B 1273 /- /-
/748 /322 /220
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.197 D 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.036 J - -
N 1133 /- /-
/558 /310 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.067 J - -
Wind reactions based on
MWFRS
Building
g Code:
NCBCLL: 10.00
Mean Height: 15.00 fit
Creep Factor 2.0
B Br Width = 8.0
9
Min R 1.5
eq =
Soffit; 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS I: 0.692
N Brg Width = 8.0
Min Req = 1.5
Load Duration: 1.25
BCDL: 4.0 psf
MW FRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.796
Bearings B & N are a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.02 it
Rep Fac: Yes
Max Web CSI: 0.686
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Iba)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A - B 56 0
E - F 839 -1316
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01A.1209.11
Wind Duration: 1.60
WAVE
B-C 1012 -1964
C-D 967 -1788
F-G 904 -1457
G-H 580 -909
Lumber
Top chord: 2x4 SP#2;
D-E 846 -1316
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces
Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
Wind
B - M 1676 -1091
K - J 959 -618
Wind loads based on MW FRS with additional C&C
M-L 1443 -921
J-1 0 0
member design.
L-K 1485 -925
Right antl vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Web Forces
Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
C - M 208 -176
F - K 374 -486
M-D 348 -58
K-G 760 -436
D-L 352 -461
G-J 689 -879
E-L 821 -445
J-H 1339 -855
L - F 374 -499
H - 1 750 -1095
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{ric090 h ndling, shipping, inptalling and brging., Refer to and follow the latest edition of BCSI (Building
Coro nent Safety Information, byY PI an $fOC ) for sate practices rlor to a orming these functions. Installers shall umvide temporary
brad g er BVSI., Unl SS ngtetl otherwi ,top chord shall aye roper)Y a�tlacpaed ttmctOral Shea hln antl bottom hord shall hay a pr Fly
attached id ceillnpp Unitas
shown r permanent lateral restraint of webs shahhave bmcing,nstalled per BCS�sections B3, Be7 or gy$,
as ap licable. gqooppTy laces to each face, of iruas and position as Shown above and on the Join, Details, unless noted otherwise. fiefer to
of )A.,- 160A.,- rstandard plate positions.
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
trlt$s in gonformance with ANSVT 11, or for h tlllhg, shipping,, Installailon antl bracln of 1rus es; A eat on this tlrawin or raver p e
listens ihl5 drawing indicates acre tance of ro ess'onal ennineering reso nslbil�ty Sol 1y or the �esign s�iown. The suitabilil'y and use o�tfilis
tlrawing for any s[ructure is the resPponsibiliry of the �uiltlingUeagn6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEQN: 259970/T36/COMN
Ply: 2
Job Number:21-0061
♦ Maximum Rea lions(Ibs)
FROM:
.1 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Gravity Non -Gravity
Page 1 of 2
Wgt 487.2 Ibs
Truss Label: T72
/ ... 02/05/2021
Loc R+ / R- / Rh / R. / U / RL
B 7526 /- /- /- 12230 /-
Tz"15 119"1 15'1" 19'S"4 24.9"10 29'8"12 $0'2"
Q 9342 /- /- /- 12678 /-
Wind reactions based on MWFRS
B Brg Widih=8.0 Min Req=3.1
T2"15 q0"2 A'9"5 44'4 5'4"6 q•11'2 �1
Q Brg Widih=8.0 Min Req=3.9
E_ 6
Bearings B 8 Q are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
D >a7X10(SRS) 111.5X4
Chords Tens.Comp. Chords Tens. Comp.
A_B 28 -13 E -F 1499 -5062
/7F G=H1010H
12 T
B-C 2180-73M F.G 1390 -4745
6
C- D 1869 -6345 G- H 1396 -4763
G
-
D - E 1493 -5052
a)
-
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
- X56 9)B
(�) =10X14
B -O 6547 -1921 M-L 5764 -1709
O - N 6520 -1914 L - K 250 -72
�I A �10
o N M L K 11510'o
N-M 5587 -1643 K-J 183 -52
113XB =1 ox10=SS0514 n3x10
MaximumWeb Forces Per Ply (Ibs)
307
Webs Tens.Comp. Webs Tens. Comp.
O-C 1251 -336 L-P 5657 -1679
G - N 350 -12(12 G - P 88 -165
N-D 2106 -602 P-K 1667 -428
D - M 553 -1908 P - I 59 -208
T1"10 9'9"15 4'1"] 4'11"4 4'9"6 5'4"6
F T1"10 10'11'9 15'1"24'9"10 30'2"
Loading Criteria (psi)
Wind Criteria
Snow Criteria
Building Code:
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16 Speed: 160 mph
(Pg,Pf in PSF)
FBC 7th Ed. 2020 Res.
PP Deflection in loc Udefl U#
E - M 4407 -1286 P - H 6179 -1810
TCDL: 7.00
Enclosure: Closed Risk Category: II
Pg: NA Ct: NA
TPI Std: 2014
VERT(LL): 0.285 N 999 360 Max TC CSI: 0.983
M - F 607 -2015 I - H 1176 -3967
SCLL: 0.00
TCDL: 4.0 last BCDL: 4.0 psf EXP: B
pi: NA
Rep Fac: No
VERT(CL): 0.527 N 684 240 M. BC CSI: 0.824
F - L 53 -12 I -J 1177 -3973
BCDL: 10.00
Mean Height: 15.00 itKzt: NA
CAT: NA Ce: NA
FT/RT:20(0)15(0)
HORZ(LL): 0.077 C - - Max Web CSI: 0.995
411 -1317
Des Ld:37.00
MWFRS Parallel Dist: 0 to h/2
CS'C Dist a: 3.02 ft
Lu: NA Cs: NA
Plate Type:
HORZ(TL): 0.142 C - - Creep Factor: 2.0
NCBCLL: 0.00 Soffit: 2.00
Loc. from endwall: Any
Snow Duration: NA
WAVE, 18SS, HS
Mfg Specified Camber:
Load Duration: 1.25
GCpi: 0.18
VIEW Ver: 20.02.01A.1209.11
Spacing: 24.0"
Wind Duration: 1.60
Lumber Nellnote Wind
Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E; Nail Schedule:0.128"4", min. nails Wind loads and reactions based on MWFRS.
Bot chord: 2x6 SP 2400f-2.OE; B3 2x6 SP #2; Top Chord: 1 Row CM 2.00" o.c. Right end vertical not exposed to wind pressure.
Webs: 2x4 SP #2; W8,W70 2x4 SP 2250f-1.9E; Bot Chord:2 Rows Ca 6.00" o.c. (Each Row)
Lt Wedge: 2x4 SP #2; Webs : 1 Row @ 4" o.c. Wind loading based on both gable and hip roof types.
Use equal spacing between rows and stagger nails
Bracing in each row to avoid splitting.
(a) #3 or better scab reinforcement. Same size 8 80% purlins
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc. In lieu of structural panels use purlins to brace all flat TC
@ 24" Oc.
Plating Notes
All plates are 5X6 except as noted.
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"`IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses mreqquire extreme care in f dcatinp handling, ship ng, installing and bracing._ Refer to and follow the latest edition of BCSI (Building
ComponenC Safety Informaiion, by PI land 5aF pmctices prior io pertorming these funcllons. Installers shall prgvltle temporary
top h)for
bracinggg per CSI. Unless noted otherwise, top chord s art ave proper)v attached structural sheathing and bottom c o shall have a properly
attach@,tl ri id ceiling Lgcations Shgwn for permanent lateral re5irahnt of wgb6 Shall hav bracing nstalied p0r BCSI 5 lions B3, B7 or B10,
as app lcabi a AppTyy pprates to each face o1 truss antl positron as sown above and on %b,loinrDetails, unless noted otherwise. kefer to
drawings cable fUr`standard plate positions.
Alpine, a division of ITW Buildinnp Components Group Inc. shall not be responsible for any deviation from this drawing, anlyifailure to build the
truss m gonformance wtth ANSI/fPl 1, or for handling, Shipping,. installation and bracinpof trusses; A Seal on this dra ng or cover gape
listing this drawing, indicates acceptan of pr f ssr n I en rne9rrng res nsrbrlrl1yy sol ly for the design shown. The suitability and use of This
,
drawing for any s�rilcture is the responMtii1 y o�t�ie �ul�ding�esigner perANSVTPI 1 S$ec.2.
For more information see these web sites: Alpine, al ineitw.com TPI: t instor : SBCA: sbcindust .com; ICC: iccsafe.or ; AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.odffactory.com
SEON: 259970/T36/C01
FROM:
Page 2 012
Ply:2
Oty: 1
Wgt: 487.2 Ibs
Job Number: 21-0061
/A GREAT HOME //OLIVA MODEL G-LEFT
Truss Label: T12
DRW:
/ ... 02/O.021
Special Loads
-----(Lumber Dur.Fac: 1.25 / Plate Dur.Fac. 1.25)
TC: From 56 plf al -2.13 to 56 pit at 7.15
TC: From 28 plf at 7.15 to 28 plf at 17.06
TC: From 56 plf at 17.06 to 56 plt at 30.17
BC: From 4 plf at -2.13 to 4 pit at 0.00
SC: From 20 pit at 0.00 to 20 pit at 7.14
BC: From 10 plat 7.14 to 10 plf at 23.06
BC: From 20 plf at 23.06 to 20 plt at 30.17
BC: 2709 lb Conc. Load at 7.14
BC: 10671b Conc. Load at 9.06,11.06
BC: 1091 lb Conc. Load at 13.06,15.06,17.06,19.06
21.06
BC: 1089 Ib Conc. Load at 23.06
BC: 1057 Ib Conc. Load at 25.06
BC: 12281b Conc. Load at 27.06,29.06
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT'"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatin5t handling, shi ppi�ng, installing and bracing._ Rater to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI and SBCA) for safery to edormmg these functions. Installers shall rovide temporary
practices poor
bracing per BCSI.. Unless noted oytherwise, top chord shall have prgperly attac�ied structural sheathing and bottom chord. s�iall have a properly
attach 0 ri d ceilinu Locations sh wn for permanent laterdl resiramt of w bs shall hav br cin nsttaalied p r BCSI s ctions B3, B7 or B10,
Rpostioisruss and as shown aliove and one,�oint9Details, ungess note otherwise. Refer to
position
drawPngls 160A-ZPor s�endard plat
Alpine, a division of ITW Buildin Components Group Inc. shall no(be responsible for any deviation from this drawing, anwifailure to build the
truss m conformance wtth ANSI�PI 1, or for handling, shipping,. installation and bracinu of trusses; A seal on this dra nuu or cover paue
listing this drawin ntlicates acceptance of professional en nearing responsibilu solely for the tlesign shown. The suitabilify and use of Ihis
drawmg for any sfru ura is the responslbllity of the Building�esigner per ANSI/T�I 1 Sec.2.
For more information see these web sites: AI ine: al ineitw.com; TPI: t inst.or : SBCA: sbcindust .com, ICC: iccsafe.or ; AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEQN: 259762 / T31 / FLAT
Ply: 2 Job
Number: 21-0061
♦ Maximum Reactions (Ibs)
FROM:
dry: 1 /A
GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Gravity Non -Gravity
Page 1 of 2
Wgt 324.8 Ibs Truss
Label: T73
/ ... 02/05/2021
Loc R+ / R- / Rh / R. / U / RL
J 2709 /- /- /- 1824 /-
F 2819 /- /- /- 1858 /-
7'6"2 _I_ 14'5" _i_ 21'4"14 _i_ 28'10" _i
Wind reactions based on MWFRS
J Width =- Min Req = -
7'S"2 6'11"14 6'11"14 7'S"2 1
Srg
F rg Width=4.0 Min Raq=1.7
Bearing F is a rigid surface.
=5X5 =3X4 =5X5 =3X4 =-5X5
A B C D E
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
T
A-B 613 -2029 C-D 806 -2662
B - C 806 -2662 D - E 611 -2023
Maximum Boll Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
J -1 25 -8 H - G 2082 -640
I -H 2O88 -642 G-F 23 -8
11I �10,
J I H G F
1112X6 =5X8 =3X8 �5X8 1112X6
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-J 431 -1234 H-D 658 -188
2810"
A-1 2263 -683 D-G 369 -759
I - B 370 -758 G - E 2258 -682
7'1"10 7'3"6 7'3"6 7'1"10
B -H 651 -186 E-F 451 -1254
C-H 221 -355
T1"10 14'5" 21'8"6 28'10"
Loading Criteria (psi)
Wind Criteria
Snow Criteria
Building Code:
Deft/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16 Speed: 160 mph
(Pg R in PSF)
FBC 7th Ed. 2020 Res.
PP Deflection in too Udeg U#
TCDL: 7.00
Enclosure: Closed Risk Category: II
Pg: NA Ct: NA
TPI Std: 2014
VERT(LL): 0.168 C 999 360 Max TC CSI: 0.955
BCLL: 0.00
TCDL: 4.0 psi BCDL: 4.0 psi EXP: B
pi: NA
Rep Fac: No
VERT(CL): 0.310 C 999 240 Max BC CSI: 0.860
BCDL: 10.00
Mean Height: 15.00 it Kzt: NA
MWFRS Parallel Dist: 0 to h/2
CAT: NA Ce: NA
FT/RT:20(0)15(0)
HORZ(LL): 0.043 A - - Max Web CSI: 0.511
Des Ld:37.00
CB.0 Dist a: 3.00 ft
Lu: NA Cs: NA
Plate Type:
HORZ(TL): 0.080 A - - Creep Factor: 2.0
NCBCLL: 0.00 Soffit 2.00
Loc. from endwall: Any
Snow Duration: NA
WAVE
Mfg Specified Camber:
Load Duration: 1.25
GCpi: 0.18
VIEW Ver: 20.02.01A.1209.11
Spacing: 24.0"
Wind Duration: 1.60
Lumber Special Loads Purllns
Top chord: 2x4 SP #2; ----(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25) The TC of this truss shall be braced with attached spans
Bot chord: 2x4 SP #2; TC: From 27 pif at 0.00 to 27 pif at 28.83 at 24" oc in lieu of Structural Sheathing.
Webs: 2x4 SP #2; BC: From 10 plf at 0.00 to 10 pif at 28.83
at
TC: 168 lb Cono. at 0.77, 2.77, 4.77, 6.77 Wind
Nailnote 8.77,10.77,12.77,14.77,16.77,18.77,20.77,22.77 Wind loads and reactions based on MWFRS.
Nail Schedule:0.128"x3", min. nails 24.77,26.77,28.77
Top Chord: 1 Row @12.00" o.c. BC: 129 It, Conc. Load at 0.77, 2.77, 4.77, 6.77 End verticals not exposed to wind pressure.
Bot Chordal Row @12.00"0.0. 8.77,10.77,12.77,14.77,16.77,18.77,20.77,22.77
Deflection
Webs :1 Row @ 4"o.c. 24.77,26.77,28.77
Use equal spacing between rows and stagger nails Max JT VERT DEFL LL: 0.17" DL: 0.14". See detail
in each row, to avoid splitting. Hangers / Ties DEFLCAMB1014 for camber recommendations. Provide
(J) Hanger Support Required, by others for adequate drainage of roof.
"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses rreeqquire extreme care in f dCatinspt handling, 5hi ng, installing and bracing._ Refer to and follow the latest edition of BCSI (Building
ComponenCBSafety Information, b)t PI and $BCA) for thaf pmcuces prior to these functions. Installersll temporary
�ertorming
��wtle
bracinggg per CSI. Unless noted o herwise, top chords al� ave proper)v attac ed structural sheathing and bottom c o s have a properly
attach@,tl ri id ceiling LgCations Shgwn for permanent lateral re5irahnt of wgbs Shall hav brdCing nstalled p0r BCSI 5 lions B3, B7 B10,
it
fr
as app )cable. Ap prates to each face of truss antl position as s own above and on tttE ,loinrDetails, unless noted otherwise. Defer to
drawings 160A-Z fgr`standard plate positions.
Alpine, a division of ITW Buildinnp Components Group Inc. shall not be responsible for any deviation from this drawing, an`yifailure to build the
truss m gonformance with ANSI/fPl 1, or for handling, Shipping,. installation and bracinpof trusses; A Seal on this dra ng or Cover gape
listing this drawin indicates accep[an of pr f ssi n I en ine9ring res nsibilittyy sol ly for the tlesign shown. The suitability and use of This
,
drawing for any a rructure is the responsi ility o�t�ia �ul�ding�esigner perANSVTPI I Sec.2.
For more information see these web sites: Alpine, al ineitw.com; TPI: t instor : SBCA: sbcindust .com; ICC: iccsafe.or ; AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.odffactory.com
SECiN: 259762 / T31 / FLAT
FROM:
Page 2.12
Ply: 2
City: 1
Wgt: 324.E Ibs
Job Number: 21-0061
/A GREAT HOME //OLIVA MODEL G-LEFT
Truss Label: T13
DRW:
/ ... 02/OS/2021
Additional Notes
Truss must be installed as shown with top chord up.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatin5t handling, shi ping, installing and bracing._ Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI and SBGA) for safety to ertormmg these functions. Installers shall rovide temporary
practices prior
bracing per BCSI.. Unless noted oytherwise, top chord shall have prgperly attached structural sheathing and bottom chord. s�iall have a properly
attach d n d ceilinu Locations sh wn for perman.nt laterdl resiramt of w bs shall hav br cin nsttaalled p r BCSI s cbons B3, B7 or B10,
Rpoatioisruss and as shown aliove and on ere unless noterl otherwise. f�efer to
position ,Ioint9Details,
orawPeg�s 160A-ZPor seendard plat
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 m conformance with ANSI�PI 1, or for handling, Shipping,. installation and braeinu of trusses; A seal on this dra nuu or cover pa e
listing this drawin ntlicates acceptance of professional en nearing responsibila solely for the tlesign shown. The suitabilify and use of this
drawmg for any sfiircture is the responsibility of the Building�esigner per ANSI/ 1 Sec.2.
For more information see these web sites: AI ine: al ineitw.com; TPI: t inst.or SBCA: sbcindust .com ICC: iccsafe.or AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259770 / T25 / FLAT
Ply: 1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt:180.6 lb.
Truss Label: T14
/ ... 02/05/2021
7'52 14'S" 21'4"14 28110" _
I_
7'5"2 } 6'11"14 + 6'11"14 } 7'52 t
m4X5 =-3X4 �5X5 �3X4
A B C D E
T
I
110'
J H G F
1111.5X6 �5X6 -3X8 �5X6 1111.5X6
28'10"
7'1'10 + 7'3"6 + T3"6 i 7'1"10
r 7'1'10 14'5" 21'B"6 2910"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.087 C 999 360
Loc R+ / R- / Rh / R. / U / RL
J 1067 /- /- /505 /293 /-
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.161 C 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.027 A - -
F 1067 /- /- /505 /293 /-
Des Ld: 37.00
EXP' B g: NA
HORZ L : 0.050 A - -
R )
Wind reactions based on MWFRS
Building Code:
NCBCLL: 10.00
Mean Height: 15.03 fi
TCDL: 4.0 psf
Creep Factor: 2.0
J Brg Width = - Min Req = -
Soffit 2.00
BWIFIRS 0 pat
FBC 7th Ed. 2020 Res.
Max TC CS I: 0.792
F Brg Width = 4.0 Min Req = 1.5
Bearing
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.714
F is a rigid surface.
Spacing: 24.0..
C&C Dist a: 3.00 fi
Rep Fac: Yes
Max Web CSI: 0.714
Maximum Top Chord Forces Per Ply (Iba)
Chords Tens.Comp. Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 894 -1279 C - D 1147 -1672
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01 A.1209.11
Wind Duration: 1.60
yyAVE
B-C 1147 -1672 D-E 894 -1279
Lumber
Top chord: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Sot chord: 2x4 SP #2;
Chords Tens.Comp. Chords Tens. Comp.
J-I 0 0 H-G 1321 -935
Webs: 2x4 SP#2; W22x4 SP 2250f-1.9E;
Hangers / Ties
I- H 1321 -935 G- F 0 0
(J) Hanger Support Required, by others
Maximum Web Forces Per Ply (Ibs)
Wind
Webs Tens.Corrp. Webs Tens. Comp.
A-J 782-1009 H-D 424 -285
Wind loads based on MWFRSwbh additional C&C
member design.
A-1 1536-1074 D-G 661 -689
End verticals not exposed to wind pressure.
I - B 661 -689 G - E 1536 .1074
B - H 424 -235 E - F 782 -1009
Additional Notes
C-H 360 -338
Truss must be installed as shown with top chord up.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dcating h %ing, shipping, in>;talling and brging., Refer to and follow the latest edition of BCSI (Building
Com vent Safety Information, byY PI an $IC )for sate practices �rlor to ce orminp these functions. Installers shall urowde temporary
Unitas
brad g er BVSI., Unl ss ngtetl otherwi ,top chord shall eve roper)Y a�tlacPleedd ttructOral Shea hin antl bottom hord shall hay a pr Fly
id orr lateral bmcin; BCSfsections B3, Be7 gy$,
attacherQri ceilingp shown permanent restraint of webs shal�have nstalled per or
as ap licable. gqoonnTy laces t0 each face, of truss and position as Shown above and on the Join, Details, unless noted otherwise. Aefer to
tlrawi�igs 160A-Z'fbr standard plate positions.
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
11,
ttru$s in gonformance with ANSVT or for h tlllhg, shipping,, installailon antl bracin of 1rus es; A eel on this tlrawin or raver p e
listmn this drawing indicates acce fence of ro�ess'onal ennmeermg reso nslbil�ty Sol lygfor the �esign s�iown. The suitabilil'y and use o��hls
tlrawing for any s[ruc[ure is the resPponsibiliry of the �uiId ngUeaign6r paP ANSUTPI 1 Sgea2.
For more information see these web sites: Alpi— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEON: 259774/ T27/FLAT
Ply:'Job
Number: 21-0061
FROM:
City: 1 /A
GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wg1:187.61b. Truss
Label: T15
/ ... 02/05/2021
T5"2 14'5" 21'4"14 28'10"
r 7'S"2 { 6'11"14 { 6'11"14 { % 2
-4X4 -3X4 -5X5 =3X4 -4X4
A B C D E
1wigb
J I H G F
1111.5X6 -5X5 -3X8 -5X5 1111.5X6
28'10"
7'1"10 T3"6 7'3"6 7'1"10
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
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): 0.067 C 999 360
Loc R+ / R- / Rh / R. / U / RL
J 1067 /- /- /505 /311 /-
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.124 C 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.023 A - -
F 1067 /- /- /505 /311 /-
Des Ld: 37.00
EXP' B g: NA
HORZ L : 0.042 A - -
R )
Wind reactions based on MWFRS
Building Code:
NCBCLL: 10.00
Mean Height: 16.03 fi
TCDL: 4.0 psf
Creep Factor: 2.0
J Brg Width = - Min Req = -
Soffit: 2.00
BCDL: 4.0 pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.783
F Brg Width = 4.0 Min Req = 1.5
Bearing
Load Dumtion: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.577
F is a rigid surface.
Spacing: 24.0..
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.743
Maximum Top Chord Forces Per Ply (Iba)
Chords Tens.Comp. Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 760 -1057 C - D 973 -1381
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01 A.1209.11
Wind Duration: 1.60
yyAVE
B-C 973 -1381 D-E 760 -1057
Lumber
Top chord: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Sot chord: 2x4 SP #2;
Chords Tens.Comp. Chords Tens. Comp.
J-I 0 0 H-G 1092 -794
Webs: 2x4 SP#2; W22x4 SP 2250f-1.9E;
Hangers / Ties
I- H 1092 -794 G- F 0 0
(J) Hanger Support Required, by others
Maximum Web Forces Per Ply (Ibs)
Wind
Webs Tens.Corrp. Webs Tens. Comp.
A-J 803-1010 H-D 375 -261
Wind loads based on MWFRSwbh additional C&C
member design.
A-1 1356 -975 D-G 677 -689
End verticals not exposed to wind pressure.
I - B 677 -689 G - E 1356
1975
B - H 375 -261 E - F 803 -1010
Additional Notes
C-H 368 -338
Truss must be installed as shown with top chord up.
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal7fdcating h %ing, shipping, in>;talling and brging., Refer to and follow the latest edition of BCSI (Building
Com vent Safety Information, byY PI an $IC )for sate practices �rlor to ce orminp these functions. Installers shall urowde temporary
brad g er BVSI., Unl ss ngtetl otherwi ,top chord shall eve roper)Y a�tlacPleedd ttructOral Shea hin antl bottom hord shall hay a pr Fly
Unitas
orr lateral bmcin; BCSfsections B3, Be7 gy$,
attacherPrigid ceilingp shown permanent restraint of webs shal�have nstalled per or
as ap licable. gqoonnTy laces t0 each face, of truss and position as Shown above and on the Join, Details, unless noted otherwise. Aefer to
tlrawi�igs 160A-Z'fbr standard plate positions.
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracin of 1rus es; A eel on this tlrawin or raver p e
listmn this drawing indicates acce fence of ro�ess'onal ennmeermg reso nslbil�ty Sol lygfor the �esign s�iown. The suitabilil'y and use o��hls
tlrawing for any s[ruc[ure is the resPponsibiliry of the �uiId ngUeaign6r paP ANSUTPI 1 Sgea2.
For more information see these web sites: Alpi— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN:259778/T29/HIPM
Ply:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 208.6 lbs
Truss Label: T16
/
... 02/05/2021
67' 12'8"12 19'2' 23'10"4
28'10"
6T 6'1"12 6'S'4 4'8'4
4'1112
=5X5 111.5X4
A=_ B C =4VD
12
Q 6
E
Zl3X4
WB
F%3X4
T
iu
J�1o'
K
1111.5X6 =3X5 =5X8 =3X4
=3X4 111.5X6
G
28'10"
6'3"8 8'5"4 6'S"4 4'11"12
48"4
6'3"8 12'8"12 19'2" 24'1"12
28'10"
Loading Criteria (psf)
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.054 C 999 360
Loc R+ / R- / Rh
/ R. / U / RL
L 1091 /- /-
/538 /317 /174
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.102 C 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.017 A - -
G 1091 /- /-
/608 /257 /-
Des Ld: 30.00
EXP' B Kri. NA
HORZ L : 0.032 A - -
R )
Wind reactions based on
MWFRS
Building Code:
NCBDLL: 10.00
Mean Height: 15.00 fi
TCDL: 4.0 psf
Creep Factor: 2.0
L Brg Width = -
Min Req = -
Soffit: 2.00
pat
FBC 7th Ed. 2020 Res.
Max TC CS O.56B
G Brg Width = 4.0
Bearing
Min Req = 1.5
Load n: 1.25
MWFRS Parallel
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.829
G is a rigid surface.
Spacing: 24.
Spacing: 24.0 "
C&C Dist a: 3.00 fi
Rep Fac: Yes
Max Web CSI:
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 608 -832
D - E 848 -1254
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01A.1209.11
Wind Duration: 1.60
W..
B-C 979 -1186
C-D 879-1186
E-F 716 -1214
Lumber
Top chord: 2x4 SP
chord: 2x4 SP #2;
2;
Maximum Bot Chord Forces
Per Ply (Ibs)
Webs: 2x4 SP#2;
Chords Tens.Comp.
Chords Tens. Comp.
L-K 288 -65
I-H 1055 -593
Bracing
K-J 865 -378
H-G 16 -11
WEI Web -Blocks are 2x4 of grade: W B1 = SP #2, and
J 1 1089 548
fastened to web with 3X3 or larger plates. See DRWG
BRW EBLOK1014 for further details.
Maximum Web Forces
Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
Hangers / Tles
A- L 821 -1040
D - I 219 -15
(J) Hanger Support Required, by others
A-K 1219 -892
I-E 91 -60
Wind
K-B 710 -749
E-H 273 -316
Wind loads based on MWFRS with additional C&C
B -J 478 -383
C-J 397 -349
H-F 1103 -613
F-G 629 -1049
member design.
J-D 170 -131
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trus require extreme care in fal{dcatin� h ndling, shipping, inp[alling and bracing., Refer [o antl follow the latest etlition
Com nent Safety Information, byY PI an $fC )for sate practices rlor to ce orminp these functions. Installers shall urovide
of BCSI (Building
temporary
bra.' g er BVSI., Unl es ngtetl otherwi ,top chord shall eve roper)Y a�tlacPleetltl ttructOral Shea hln antl bottom hord shall hay a pr Fly
id I!ocations lateral bmcinp,nstalled BCS�sections B3, Be7 ��$,
attacherQri ceillnpp shownr permanent restraint of webs shahhave per or
as ap licable. gqooppTy laces t0 each face, of iru55 and position as Shown above and on the Join, Details, unless noted otherwise. f3efer to
drawi�igs 160A-Z'fbr standard plate positions.
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
tru$s in gonformance with ANSVT 11, or for h tlllhg, shipping,, Installailon antl bracln of 1rus es; A sal on this tlrawin or raver p e
listens this drawing indicates acts fence of ro ess'onal ennineering reso nslbil�ty sot ly or the 3esign s�iown. The suitabilil'y and use Nis
tlrawing for any s[ruc[ure is the resPponsibiliry of the �uildingUeaign6r paP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ins: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259714/T2/HIPS
Ply:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 1..if Ibs
Truss Label: T2
/
... 02/05/2021
15'1"25'6"15
4'7"t 4'4"15 6'1" 6'1" 4'4"15 4'7"t
.5xa III1.5X4 .5X8
D E F
T 2
T
6
\ 1.5x4 C G 01.5X4
1 =4X4(B1)B4X4(B7)
10'
A L K J
M I 11
=3X4 =5xa =3X4
30'2"
2 9' "1
2•
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.135 E 999 360
Loc R+ / R- / Rh
/ R. / U / RL
B 1265 /- /-
/717 /340 /174
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.250E 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.056 J - -
M 1265 /- /-
l717 /340 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.103 J - -
Wind reactions based on
MWFRS
Building
g Code:
NCBCLL: 10.00
Mean Height: 15.00 fit
Creep Factor 2.0
B Br Width = 8.0
g
Min R 1.5
e9 =
Soffit: 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.846
M Brg Width = , 0
Min Req = 1.5
Load Duration: 1.25
BCDL: 4.0 pat
MW FRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.800
Bearings B & H are a rigid
surface.
Spacing: 24.0..
C&C Dist a: 3.02 it
Rep Fac: Yes
Max Web CSI: 0.327
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Iba)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A - B 56 0
E - F 1316 -1815
GCpi: 0.18
Plate Type(s):
VIEWVer:20.02.01A.1209.11
Wind Duration: 1.60
WAVE
B-C 1242-1930
C-D 1139-1734
F-G 1140 -1734
G-H 1243 -1930
Lumber
Top chord: 2x4 SP#2;
D-E 1316 -1815
H-I 56 0
Bct chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces
Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
Wind
B - L 15-93
K - J 1-
Windloadsbasedon MWFRS with additional C&C
L-K 1512 -797
J-H 1646 -963
member design.
Wind loading based on both gable and hip roof types.
Maximum Web Forces
Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
C - L 213 -153
E - K 394 -350
D-L 335 -6
F-J 335 -6
D-K 383 -334
J-G 214 -153
K-F 383 -334
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fallfricating h %ing, shipping, installing and txging., Refer to and follow the latest edition of BCSI (Building
Com Safety Information, byY PI $IC functions.
nent an )for sate practices �rlor to ce orminp these Installers shall urowde temporary
brad g er BVSI., Unitas ngtetl otherwi chord shall eve roper)Y a�tlaoPleedd ttructOral Shea hin antl bottom hord shall hay a pr Fly
,top
attache rigid ceilingp I!ocasons shown or permanent lateral resiraint of webs shahhave bmcing,nstalled per BCS�sections B3, Be7 or ��$,
linable. gqoonnTy laces face, Join, Details, fgefer
as ap to each of truss and position "shown above and on the unless noted otherwLse. to
tlrawi�igs 160A-Z'fbr standard plate positions.
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracin of 1rus es; A sal on this tlrawin or raver p e
listmn thl5 drawing indicates acre fence of roe Uflal ennmeermg reso nslbil�ty Sol lygfor the �esign s�iown. The sultabilil'y and use o�ttills
tlrawing for any s[ruc[ure is the resPponsibiliry of the �uiId ngUeaign6r paP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ins: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259784/T21 /HIPM
PIy:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 214.2 lbs
Truss Label: T77
/
... 02/05/2021
5'11" 11'4'12 1T2' 22'10'd
28'10'
5'11" 5'5"12 5'9"4 5'8"d
5'11'12
=3X4 111
A=3X5 0 8 G
2
Q 6
E %am
(We
b
[;
F%—
T
L K J I H
G
_V
111.5X6 =3X5 =8X8 =5X5 =3X6
111.5X6
28'1W
5'11'12
57'8 11'4"12 1T2' 23'1'12
28'10"
Loading Criteria (i
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Sed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.045 C 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
L 1091 /- /-
/551 /329 /212
BCLL: 0.00
Encpelosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.086 C 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.016 A - -
G 1091 /- /-
/622 /249 /-
Des Ld: 37.00
EXP' B K21. NA
HORZ L : 0.031 A - -
R )
Wind reactions based on
MWFRS
Building Code:
NCBCLL: 10.00
Mean Height: 15.11 ft
TCDL: 4.0 psi
Creep Factor: 2.0
L Brg Width = -
Min Req = -
Soffit 2.00
pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.466
G Brg Width ri 4.0
Bearing
Min Req = 1.5
Duration: 1.25
MWFRS
MWFMWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.428
G is a rigid surface.Load
Spacing: 24.0..
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI:
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 494 -664
D - E 787 -1199
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01A.1209.11
Wind Duration: 1.60
W,
B-C 749 -995
C -D 749 -995
E-F 714 -1287
Lumber
Top chord: 2x4 SP
Bct chord: 2x4 #2;
2;
Maximum Bot Chord Forces
Per Ply (Ibs)
Webs: 2x4 SP#2;2; W1,W22x4 SP 2250f-1.9E;
Chords Tens.Comp.
Chords Tens. Comp.
L-K 342 -78
I-H 1106 -575
Bracing
K-J 693 -214
H-G 23 -16
WB: Web -Blocks are 2x4 of grade: W B1 = SP #2, and
J 1 1003 449
fastened to web with 3X3 or larger plates. See DRWG
BRW EBLOK1014 for further details.
Maximum Web Forces
Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
Hangers / Ties
A- L 830 -1046
D - I 291 -62
(J) Hanger Support Required, by others
A-K 1129 -841
I-E 165 -147
Wind
K-B 731 -785
E -H 237 -231
Wind loads based on MWFRS with additional C&C
B-J 522 -394
C -J 352 -304
H-F 1130 -578
F-G 598 -1042
member design.
J - D 75 -70
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trus require extreme care in fal{dcatin� h ndling, shipping, in>;[alling and braining., Refer [o antl follow the latest etlition
Ccnent Safety Information, byY PI an $fC )for sate practices rlor to ce orminp these functions. Installers shall urovlde
of BCSI (Building
temporary
bra.' g er BVSI., Unl es ngtetl otherwi ,top chord shall eve roper)Y a�tlacPleetld ttructOral Shea h1n antl bottom hord shall hay a pr Fly
I!ocatlons lateral bmcing,nstalled BCS�sections B3, Be7 ��$,
attache rigid ceillnpp shownr permanent restraint of webs shahhave per or
as ap licable. gqooppTy laces to each face, of truss and position as Shown above and on the Join, Details, unless noted otherwise. fiefer to
drawl�igs 160A-Z'fbr standard plate positions.
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
tru$s in gonformance with ANSVT 11, or for h dllhg, shipping,, installation and bracln of 1rus es; A sal on this tlrawin or rgver p e
listens this drawing indicates acts fence of proess'onal ennlneering reso nslbillty Sol lygfor the �eslgn s�iown. The suitabilil'y and use o�trtlls
tlrawing for any s[ruc[ure 1s the resPponsibillty of the �uiltlingUesign6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ins: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEON: 259788 / T28/SPEC
Ply: 1
Job Number: 21-0061
FROM:
Oty: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt:266.0 Ibs
Truss Label: T18
/ ...
02/05/2021
_ zro^e 8• I L" I 1ST 2r1md
2a1s^
20'8 1's 4T 4']' s8'4
91
12 111.5X4
8 17 C_4X7 D E
11A
s11'12
AFW
(WB
H
-9x, -3X8 =5X5 =3X,
29.18'
6' ,T
111.5x8
I 8' 10'T' 15T 221"12
28'10" I
Loading Criteria (i
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.042 J 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
M 1091 /- /-
/533 /325 /181
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.079 J 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.016 C - -
H 1091 /- /-
/620 /266 /-
Des Ld: 37.00
EXP' B Kv: NA
HORZ L : 0.030 C - -
R )
Wind reactions based on
MWFRS
Building Code:
NCBCLL: 10.00
Mean Height: 15.61 ft
Creep Factor: 2.0
M Brg Width = -
Min Raq = -
Soffit
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.555
H Brg Width ri 4.0
Min Req = 1.5
Load : 1.25
MWFRBCDLS.0 pat
MW FRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.548
Bearing H is a rigid surface.
Spacing: 2.ration:
Spacing: 24.0 "
C&C Dist a: 3.00 fi
Rep Fac: Yes
Max Web CSI: 882
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 0 0
D - E 717 -848
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01 A.1209.11
Wind Duration: 1.60
WAVE
B-C 534 -727
C-D 717 -848
E-F 768 -1122
F-G 742 -1335
Lumber
Top chord: 2x4 SP
Sot chord: 2x4 SP #2;
2;
Maximum But Chord Forces Per Ply (Ibs)
Webs: 2x4 SP#2;
Chords Tens.Comp.
Chords Tens. Comp.
M-L 304 -45
J-1 1137 -585
Bracing
L-K 61- 0 184
I-H 34 -24
WB: Web-Blooks are 2x4 of grade: WB1 = SP #2, WB2
K J 919 385
= SP #2; and fastened to web with 3X3 or larger plates.
See DRWG BRW EBLOK1014 for further details.
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
Hangers / Ties
A-M 48 -38
K-E 145 -168
(J) Hanger Support Required, by others
M - B 780 -1049
E - J 358 -113
Wind
B-L 606 -388
J-F 255 -277
Wind loads based on MW FRS with additional C&C
C - L 384 -395
C-K 512 -421
F - I 221 -158
1-G 1139 -575
member design.
D - K 297 -246
G - H 603 -1034
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trus require extreme care in fal{dcatin� h ndling, shipping, in>;[alling and braining., Refer [o antl follow the latest etlition
Com nent Safety Information, byY PI an $fC )for sate practices rlor to ce orminp these functions. Installers shall urovlde
of BCSI (Building
temporsry
bra.' g er BVSI., Unl es ngtetl otherwi ,top chord shall eve roper)Y a�tlaCPleetltl ttructOral Shea h1n antl bottom hord shall hav a pr Fly
I!ocatlons lateral bmcinp,nstalled BCS�sections B3, Be7 ��$,
sitacher�rigid ceillnpp shown r permanent restraint of webs shahhave per or
as ap licable. gqooppTy laces t0 each face, of truss and position as Shown above and on the Join, Details, unless noted otherwise. f3efer to
drawl�igs 160A-Z'fbr standard plate positions.
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
tru$s in gonformance with ANSVT 11, or for h tl11hg, shipping,, Installation and bracln of 1rus es; A sal on this tlrawin or rgver p e
listens this drawing indicates acts fence of proess'onal ennlneering reso nslbillty Sol lygfor the �eslgn s�iown. The suitabilil'y and use o�trtlls
tlrawing for any s[ruc[ure Is the resPponsibillty of the �uiltlingUesign6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ins: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259794/ T30/SPEC
Ply:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 246.4 lbs
Truss Label: T19
/
... 02/05/2021
4' 8' 118'491
28'10'
� � 4 �
4
C�
12
6 p
X4 B
5'26.2' � e2'11 � 5'2'11 WRI
It 4
E \3%4
g
T
�wB2) 13%5
(WB
W (WB1)
ellt.5xa
w
1 1o�
llll L
=3X4 -5x6 �9X4
-6X6
'�f�
ar-
Loading Criteria (F q
Wind Criteria
Some Criteria (Pg,Pf in PSF)
Deft/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Sed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.038 E 999 360
Loc R+ / R- / Rh
/ R. / U / RL
L 1091 /- /-
/524 /324 /208
BCLL: 0.00
Encpelosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.072E 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.021 H - -
H 1091 /- /-
/615 /284 /-
Des Ld: 37.00
EXP' B Kv: NA
HORZ L : 0.039 H - -
R )
Wind reactions based on
MWFRS
Building Code:
NCBCLL: 10.00
Mean Height: 16,11 ft
TCDL: 4.0 psf
Creep Factor: 2.0
L Brg Width = -
Min Raq = -
Soffit 2.00
pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.281
H Brg Width ri 4.0 Min Req = 1.5
Bearing
Duration: 1.25
RS.0
MW MWFFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.691
H is a rigid surface.Load
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.700
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 59 -39
D - E 727 -978
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01 A.1209.11
Wind Duration: 1.60
WAVE
B-C 624 -798
C -D 732 -816
E-F 787 -1278
F-G 85 -82
Lumber
Top chord: 2x4 SP
2Bct
chord: 2x4 #2; ;
Maximum Bot Chord Forces Per Ply (Ibs)
We
Webs: 2x4 SP #2; W92x4 SP 2250f-1.9E;
Chords Tens.Comp.
Chords Tens. Comp.
L - K 479 -139
J - I 1036 -473
Bracing
K-J 668 -206
I- H 1055 -547
WB: Web-Blooks are 2x4 of grade: WB1 = SP #2, WB2
= SP #2; and fastened to web with 3X3 or larger plates.
Maximum Web Forces
Per Ply (Ibs)
See DRWG BRWEBLOK1014 for further details.
Webs Tens.Comp.
Webs Tens. Comp.
A-L 88 -88
J -E 325 -365
Hangers/Ties
(J) Hanger Support Required, by others
L- B 665 -1052
E - I 241 -33
B - K 403 -172
I - F 160 -30
Wind
C-K 214 -202
F-H 713 -1363
Wind loads based on MWFRS with additional C&C
C-J 323 -Z74
J-D 217 -33
G-H 127 -133
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trus require extreme care in fal{dcatin� h ndling, shipping, in>;[alling and braining., Refer [o antl follow the latest etlition
CoSafety Information, byY PI $fC functions.
of BCSI (Building
m nent an )for sate practices rlor to ce orminp these Installers shall urowde temporsry
bra.'g er BVSI., Unl ss ngtetl otherwi chord shall eve roper)Y a�tlaCPleetltl ttructOral Shea hln antl bottom hord shall hav a pr Fly
,top
sitache�rigid ceillnpp I!ocabons shown r permanent lateral restraint of webs shahhave bmcinp,nstalled per BCS�sections B3, Be7 or ��$,
licable. gqooppTy laces face, Join, Details, f3efer
as ap t0 each of truss and position as Shown above and on the unless noted otherwise.
drawl�igs 160A-Z'fbr standard plate positions.
to
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
11,
ttru$s in gonformance with ANSVT or for h tlllhg, shipping,, Installation and bracln of 1rus es; A goal on this tlrawin or rgver p e
lisbnn this drawing indicates acce fence of proess'onal ennlneering reso nslbillty Sol lygfor the �eslgn sown The suitabilil'y and use o�trtlls
.
tlrawing for any s[ructure Is the resPponsibillty of the �uiltlingUesign6r peP ANSUTPI 1 Wea2.
For more information see these web sites: AlDi— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259816 / T32/SPEC
Ply:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 278.6 lbs
Truss Label: T20
/ ...
02/05/2021
s, iz a,m. H simu I sus
a�
T w
Iw
NF%
1
-1H :E --$,P
4,p4 + PIWIx,z
Loading Criteria (i
Wind Criteria
Snow Criteria (P9,Pf in PSF)
Deft/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.080 J 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
N 1091 /- /-
/529 /337 /226
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.151 J 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.034 C - -
H 1089 /- /-
/589 /277 I-
Des Ld: 37.00
-
P' B Kv: NA
HORZ L : 0.064 C - -
R )
Wind reactions based on
MWFRS
Building Code:
NCBCLL: 10.00
..an Height: 16.80 fi
TCDL: 4.0 psf
Creep Factor: 2.0
N Brg Width = -
Min Req = -
Soffit: 2.00
BCDL: 4.0 pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.379
H Brg Width = 4.0
Bearing
Min Raq = 1.5
Load Duation: 1.25
MW FRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.771
H is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.631
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 418 -676
D - E 657 -869
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01 A.1209.11
Wind Duration: 1.60
yyAVE
B-C 636 -824
C-D 654 -707
E-F 774 -1284
F-G 98 -97
Lumber
TB.top chord: 2x4 SP #2;
chord: 2x4 B3 2x6 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
We bs: 2x4 SP
WeWI02x4 SP 2250i-1.9E;
Chords Tens.Comp.
Chords Tens. Comp.
N - M 226 -178
K - J 1004 -436
Bracing
M - L 575 -168
J - I 1037 -529
WB:Web-Blooks are 2x4 of grade: WB1 = SP #2, WB2
L-K 673 -182
I-H 0 0
= SP #2, W B3 = SP 12; and fastened to web with 3)(3
or larger plates. See DRWG BRWEBLOK1014 for
Maximum Web Forces Per Ply (Ibs)
further details.
Webs Tens.Comp.
Webs Tens. Comp.
A -N 634-1052
K-D 203 -108
Hangers/Ties
(J) Hanger Support Required, by others
A 866 -482
K-E 404 -481
M-B 415 -551
-
E-J 31792
Wind
B-L 207 -86
J-F 188 -27
Wind loads based on MW FRS with additional C&C
C - L 52 -157
F - I 692 -1359
member design.
C-K 361 -165
G-I 130 -138
Leg antl vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trus require extreme care in fal{dcatin� h ndling, shipping, in>;[alling and bracing., Refer [o antl follow the latest etlition
Crom nent Safety Information, byY PI an $fC )for sate practices �rlor to ce orminp these functions. Installers shall urowde
of BCSI (Building
temporsry
bad g er BVSI., Unl ss ngtetl otherwi ,top chord #hall eve roper)Y a�tlacPleetltl ttructOral Shea hin antl bottom hord #hall hav a pr Fly
attacherQri id ceilingp I!ocabons shownr permanent lateral restraint of webs shahhave bmcing,nstalled per BCS�sections B3, Be7 or ��$,
as ap licable. gqoonpTy late# to each face, of truss and position as Shown above and on the Join, Details, unless noted otherwise.
tlrawi�igs 160A-Z'fbr standard plate positions.
fiefer to
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h oilhg, shipping,, installation antl bracin of 1rus es; A sal on this tlrawin or raver p e
lisimn this drawing indicates acts fence of ro ess'onal ennineering reso nslbil�ty Sol ly, or the �esign s�iown. The suitabilil'y and use o��hls
tlrawing for any s[ruc[ure is the resPponsibiliry of the �uiltlingUesign6r peP ANSUTPI 1 Sgec.2.
For more information see these web sites: AI ins: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .tom ICC: iccsafe.o
AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEQN: 259811 / T20/SPEC
Ply: 1
Job Number:21-0061
♦ Maximum Rea lions (Ibs)
FROM:
.1 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Gravity Non -Gravity
Wgt 289.8 Ibs
Truss Label: T21
/ ... 02/05/2021
Loc R+ / R- / Rh / R. / U / RL
R 1089 /- /- /529 1328 /258
gptp
1 1177 /- /- /678 1321 /-
srs 1 s„x 1 ara 1 az-s 1 az-, 1 71,11-1
Windreactions based on MWFRS
R Brg Width= - Min Req=-
I Brg Widih=4.0 Min Raq=1.5
Bearing I is a rigid surface.
a p
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tons.Comp. Chords Tens. Comp.
A-B 419 -697 E-F 1156 -2337
E`er
B-C 625 -825 F.G 675 -1257
T
C -D 1022-1648 G.H 56 0
M,
qua
D - E 894 -1647
,we,t
Maximum Bolt Chord Forces Per Ply (Ibs)
T
Chords Tens.Comp. Chords Tens. Comp.
R-Q 258 -214 M-K 11 -5
a 591 -110 K-J 9 -4
J,v
P-O 9 -3 J-1 0 0
n.sw .sxa .sxe rvu n.sw .sx,a
N-L 2044 -781
ze p
Maximum Web Forces Per Ply (Ibs)
pt ,z mr sa ,va zsa,o zr,1;e
Webs Tens.Comp. Webs Tens. Comp.
A-R 615 -1047 N-E 451 -794
A-Q 862 -462 E-L 582 -213
0 - B 392 -525 L - M 58 0
Loading Criteria (psf)
Wind Criteria
Snow Criteria
Building Code:
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16 Speed: 160 mph
(Pg R in PSF)
FBC 7th Ed. 2020 Res.
PP Deflection in loc Udell U#
B - P 202 -96 L - F 989 -325
TCDL: 7.00
Enclosure: Closed Risk Category: II
Pg: NA Ct: NA
TPI Std: 2014
VERT(LL): 0.122 L 999 360 Max TC CSI: 0.416
C - P
-655 L - K 1343 -575
SCLL: 0.00
TCDL: 4.0 psf BCDL: 4.0 psf EXP: B
Pf: NA
Rep Fac: Yes
VERT(CL): 0.228 L 999 240 M. BC CSI: 0.526
472
C - N 1472 -655 F - K 492 -1000
BCDL: 10.00
Mean Height: 16.39 ft Kzt: NA
MWFRS Parallel Dist: 0 to h/2
CAT: NA Ce: NA
FT/RT:20 0 /5 0
() ()
HORZ LL : 0.074 J - - Max Web CS I: 0.937
( )
P N 807 -113 K - G 1192 -512
N-0 74 0 G-J 757 -1331
Des Ld:37.00
C&C Dist a: 3.00 ft
Lu: NA Cs: NA
Plate Type:
HORZ(TL): 0.139 J - - Creep Factor: 2.0
N - D 262 -244
NCBCLL: 10.00 Soffit: 2.00
Loc. from endwall: Any
Snow Duration: NA
WAVE
Mfg Specified Camber:
Load Duration: 1.25
GCpi: 0.18
VIEW Ver: 20.02.01A.1209.11
Spacing: 24.0"
Wind Duration: 1.60
Lumber Tray Scab(s)
Top chord: 2x4 SP #2; (1) 2x6x6-7-6 x SP #2 scab at night end. Attach scab to
Bot chord: 2x4 SP #2; B3 2x6 SP #2; face of chord with: 0.128"x3", min. nails @ 8" oc, plus
Webs: 2x4 SP #2; additional nail clusters at: BRG.: (5), heel: (6), 1 st panel
point: (0).
Bracing Wind
WB: Web -Blocks are 2x4 of grade: WB1 = SP #2, WB2 = Wind loads based on MWFRS with additional C&C member
SP #2; and fastened to web with 3X3 or larger plates. design.
See DRWG BRWEBLOK1014 for further details. Left end vertical not exposed to wind pressure.
Hangers / Ties Wind loading based on both gable and hip roof types.
(J) Hanger Support Required, by others
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses mreqquire extreme care in f dcatinpp handling, ship ng, installing and bracing._ Refer to and follow the latest edition of BCSI (Building
ComponenC Safety Information, by PI and $BCA) for'is practices prior io pertorming these functions. Installers shall prgwtle temporary
bracinggg per CSI. Unless noted otherwise, top chord s at ave proper1r aftac ad structural sheathing and bottom c o shall have a properly
attach@,tl ri id ceiling Lotions shown for permanent lateral restraint of wgbs she], hav bracing nstalle I p0r BCSI 5 tion5 B3, B7 B10,
fr
as app )cable. Appolyv pplaces to each face of truss wan position as s own above and on tt a ,loinrDetails, unless noted otherwise. f�efer to
drawings 160A-Z fOlstandard plate positions.
Alpine, a division of ITW Buildinnp Components Group Inc. shall not be responsible for any deviation from this drawing, an`yifailure to build the
truss m gonformance with ANSI/fPl 1, or for handling, Shipping,. installation and bracinpof trusses; A Seal on this dra no or cever gape
listing this drawin indicates accep[an of pr f ssi n I en ine9ring res nsibilil1yy sot ly for the tlesign shown. The s.ii lify and use of This
,
drawing for any a rriwture is the responsi ility o�t�ia f3ul�ding�esigner perANSVTPI 1 Sec.2.
For more information see these web sites: Alpine, al ineitw.com; TPI: t inst.or : SBCA: sbcindust .com; ICC: iccsafe.or ; AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.odffactory.com
SECN: 259834/ T33/SPEC
Ply:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 225.4 lbs
Truss Label: T22
/
... 02/05/2021
5'S'4 1eT ,5'2'4 19'4'] 2"!1"
5'S'4 51'12 4l4 4'2'3 4',',2
29'2'
4T,e 1
6 p
�9x4 a O IhS
E\5x5
T o— gve
P19x4
P -
T x
0=3x (92)
j I Ilt. _ex4 O
1 1 -
e,sxe _ex4 _axe 111.5x4
2sl
5',,2 ,m ,54 ,e4 24Ce
.'2 2�
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.108 J 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
p 1057 /- /-
/515 /313 /255
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.201 J 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.056 1 - -
C 1198 /- /-
f703 /337 /-
Des Ld: 37.00
EXP' B Kv: NA
HORZ L : 0.105 1 - -
R )
Wind reactions based on
MWFRS
Building Code:
NCBCLL: 10.00
Mean Height: 16,39 ft
TCDL: 4.0 psf
Creep Factor: 2.0
P Brg Width = -
Min Raq = -
Soffit
pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.774
C Brg Width ri 8.0
Bearing
Min Req = 1.5
Load : 1.25
MWFRBCDLS.P
MW FRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.751
G is a rigid surface.
Spacing: 2.nation:
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI:
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
A- B 447 -761
E - F 1052 -2095
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01 A.1209.11
Wind Duration: 1.60
WAVE
B-C 631 -863
C-D 987 -1545
F-G 975 -1796
G -H 56 0
Lumber
Top chord: 2x4 SP #2;
D - E 800 -1547
Bct chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces
Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
P -O 255 -221
L-J 1840 -689
Bracing
WB:Web-Blocks are 2x4 of grade: WB1 = SP #2, and
O-N 647 -122
N - M 13 -5
K-I 48 -22
1- G 1529 -625
fastened to web with 3X3 or larger plates. See DRWG
BRW EBLOK1014 for further details.
Maximum Web Forces
Per Ply (Ibs)
Hangers/Ties
Webs Tens.Comp.
Webs Tens. Comp.
(J) Hanger Support Required, by others
A - P 591 -1016
L - D 259 -237
Wind
A-O 859 -453
L-E 378 -650
Wind loads based on MW FRS with additional C&C
O B 171 -91
B-N 171 -91
E J 409 129
J-K 81 -1
member design.
C-N 57 -303
J-1 1528 -620
Left end vertical not exposed to wind pressure.
C - L 1227 -583
J - F 333 -72
Wind loading based on both gable and hip roof types.
N - L 768 -103
I - F 257 -409
L-M 74 0
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trus require extreme care in fallfdcatin� h ndling, shipping, in>;[alling and braining., Refer [o antl follow the latest etlition
Com Safety Information, byY PI $CAA) for functions.
of BCSI (Building
nent an sate practices rlor to ce orminp these Installers shall urovlde temporary
brad g er BVSI., Unl es ngtetl otherwi chord shall eve roper)Y a�tlaCPleetltl ttructOral Shea h1n antl bottom hord shall hay a pr Fly
,top
-it -he�rigid ceillnpp I!ocatlons shown r permanent lateral restraint of webs shahhave bmcinp,nstalled per BCS�sections
licable. gqooppTy laces face, Join, Details,
B3, Be7 or ��$,
f3efer
as ap t0 each of truss and position as Shown above and on the unless noted otherwise.
tlrawl�igs 160A-Z'fbr standard plate positions.
to
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
truss in gonformance with ANSVT 1 1, or for h tl11hg, shipping,, installation and bracln of 1rus es; A on this tlrawin or rgver p e
goal
listens this drawing indicates acce fence of pro ess'ohe ennlneering reso nslbillty Sol lygfor the �eslgn sown. The suitabilil'y and use o�trtlls
tlrawing for any s[ructure t the resPponsibillty of the �uiltlingUesi rn8r pep ANSUTPI 1 WIy o.
For more information see these web sites: AlDi al ineitw.co- TPI: t inst.or , SBCA: sbcindust .com ICC: iccsafe.o
AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259842 / T34/SPEC
Ply:1
Job Number: 21-0061
FROM:
Cry: 2
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt 201.6 lbs
Truss Label: T23
/ ... 02/05/2021
rrla s•n1z tar 1ss1 zz•z•s
1� 4'9• � 4T4 510'1 55'9
a_4X4
6 p
zaz•
511'11 �
/yCyC
a\5X5
IN.5Xa e
/3XSA
_ r we
Twin)
1 _5X6 _14
N MLK
�4x4(etl
a - �12
�11
_6xfi lt.5x4
26'2'
1B" 1aT 1931 282
r�
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Deft/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity Non -Gravity,
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.105 1 999 360
Loc R+ / R- / Rh / R. / U / RL
N 1228 /- /- /515 /313 /255
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.179 1 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.063 1 - -
O 1298 /- /- f703 /337 /-
Des Ld: 37.00
EXP' B Kv: NA
HORZ L : 0.108 1 - -
R )
Wind reactions based on MWFRS
Building Code:
NCBCLL: 10.00
..an Height: 16,39 ft
TCDL: 4.0 psf
Creep Factor: 2.0
N Brg Width = - Min Raq = -
Soffit 2.00
pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.715
O Brg Width ri 8.0 Min Req = 1.5
Bearing
Load n: 1.25
MWFRS.0
MW FRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.511
G is a rigid surface.
Spacing: 24.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.511
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 112 -405 E - F 861 -1795
GCpi: 0.18
Plate Type(s):
VIEWVer:20.02.01A.1209.11
Wind Duration: 1.60
WAVE
B-C 230 -488 F-G 919 -2007
C-D 612-1115 G -H 56 0
Lumber
Top chord: 2x4 SP #2;
D - E 656 -1136
Bct chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
N- M 3 -27 J- I 136E -400
Bracing
WB: Web -Blocks are 2x4 of grade: W B1 = SP #2, and
fastened to web with 3X3 or larger plates. See DRWG
M - K 0 0 1 - G 1711 -648
L - J 869 -149
BRW EBLOK1014 for further details.
Maximum Web Forces Per Ply (Ibs)
Hangers/Ties
Webs Tens.Comp. Webs Tens. Comp.
(J) Hanger Support Required, by others
A-N 336 -1237 C-J 217 -103
Loading
A-L 1147 -336 D-J 661 -288
Truss passed check for 20 psf additional bottom chord
N - L 241 -21 J - E 432 -607
B - L 41 -23E - I 427 -139
live load in areas with 42"-high x 24"-wide clearance.
F
L - M 45 0 1- 291 -240
Wind
L-C 454 -816
Wind loads based on MW FRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fallfdc090 h ndling, shipping, in>;talling and braining., Refer to and follow the latest edition
Com S byY PI $I C functions.
of BCSI (Building
nent aif .Information, an )for sate practices �rlor to ce orminp these Installere shall urowde temporary
brad g er BVSI., Unl as ngtetl otherwi
Unitaschord shall eve roper)Y a�tlaCPleedd ttructOral she hin antl bottom hord shall hay a pr Fly
,top
attacherPrigid ceilingp shown o permanent lateral restraint of webs shahhave brecinp,nstalled per BCS�sections B3, Be7 or gy$,
licable. qkqogn fates face, Join, Details, f3efer
as ap y to each of truss and position as shown above and on the unless noted otherwise.
drawi�igs 160A-Z'fbr standard plate positions.
to
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h d11hg, shipping,, installation and bracin of 1rus es; A on this tlrawin or rgver p e
goal
lissnn this drawings indicates acceptance of pro ess'onal ennineering responslbil�ty SolElygfor the �esign sown. The suitabilil'y and use o��hls
tlrawing for any s[ructure is the responsibility of the �uiltlingUeagner peP ANSUTPI 1 Sea2.
For more information see these web sites: AlDi al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEQN:259867/T69/COMN
Ply:1
Job Number: 21-0061
FROM:
Oty: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 231.0 Ibs
Truss Label: T24
/
... 02/05/2021
6'0'I 11'6'13 18'10'6 26'3'8 299"
31'
A T3'11 5'S' 4'11'B
i5X8 ®
D E
d'11"15 d'11"1 I
A14
T F
12
fi (7 /5X5
B
G%5%5
=3X3 111.5%4 L K
�=3X5(B2)
J
12
=3X5(B2)A P NN 111.5X0 =`
0
�3X3
B Oq
111.5X4 =fiX6
d- 11'4" 2T10'
S7
"]''11
3500'11 15'B)1"2 16Z—% F5494
39'2'
2,''—1
Us -
Loading Criteria (psq
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Sed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.078 J 999 360
Loc R+ / R- / Rh
/ R. / U / RL
A 393 /- /-
/220 /120 /295
BCLL: 0.00
Encpelosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.145 J 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.023 J - -
R 15 3 /- /-
/986 /366 /-
Des Ld: 37.00
EXP: B Kzt: NA
HORZ L : 0.044 J - -
(T )
T 1162 /- /-
/745 /324 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.25 ft
Creep Factor: 2.0
Wind reactions based on
MWFRS
Soffit: 2.00
TCDL: 4.0 psi
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.632
A Brg Width = 8.0
Min Req = 1.5
Load Duation: 1.25
BCDL: 4.0 psi
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.707
R Big Width = 8.8.0
T Brg Width =
Min Rea = 1.8
Min rfsq = 1.5
Spacing: 24.0 "
C&C Dist a: fi
Rep Fac: Yes
Max Web CSI: 0.439
H
Bearings A, R, & H are a rfgid surface.
Loc. from endwall: Any
dwa
PT/RT:20( )
Mfg Specified Camber:
Maximum'Chord Forces
Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
(a):
Chords Tens.Comp.
Chords Tens. Comp.
VIEW Ver. 20.02.01A.1209.11
Wind Duration: 1.60
WAVE
A-B 336 -490
E-F 821 -1079
Lumber
Top Chord: 2X4 SP #2;
B-C 309 -214
C - D 692 -895
F-G 972 -1566
G - H 1015 -1739
Sot chord: 2x4 SP #2;
D-E 818 -908
H-1 56 0
Webs: 2x4 SP#2;
Plating Notes
Maximum Bot Chord Forces
Per Ply (Ibs)
All plates are 3X4 except as noted.
Chords Tens.Comp.
Chords Tens. Comp.
A-S 379 -219
O-M 0 0
Wind
Wind loads based on MW FRS with additional C&C
S - R 376 -220
P - N 28 -13
L - K 720 -233
K_ J 1242 -591
member design.
O-O 0 -71
J-H 1478 -759
Wind loading based on both gable and hip roof types.
N - L 26 -65
Maximum Web Forces
Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
S-B 254 0
D-L 199 -291
B-R 306 -508
D-K 33B -204
R - Q 681 -1276
K - E 260 -130
P-O 687 -1215
K-F 391 -476
P -C 705 -1199
F-J 360 -61
C - L 879 -288
J - G 207 -176
N-O 6 -45
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in falJfdcatin0 h %ing, shipping, in>;talling and bra�ring., Refer to and follow lihe latest edition
Com Safety Information, byY PI $IQ functions.
of BCSI (Building
vent an )for sate practices rlor to ce orminp these nstallers shall urovide temporsry
brad g er BVSI., Unl ss ngtetl otherwi
Unitaschord shall eve roper)Y a�tlacpsed ttructOral Shea hln antl bottom hord shall hav a pr Fly
,top
attache rigid ceillnpp shown permanent lateral restraint of webs shahhave bmcinp,nstalled per BCS�sections B3, Be7 or gy$,
licable. gqoonnTy face, Join, Details, f3efer
as ap claces t0 each of truss and position as Shown above and on the unless noted otherwise.
drawlgs 160A-Z'fbrstandard plate positions.
to
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, nr for h tlllhg, shipping,, Installailon antl bracln of 1rus es; A eat on this tlrawin or raver p e
listinn this drawing indicates acce fence of roess'onal ennlneering reso nslbillty Sol lygfor the �esign s�iown. The suitabilil'y and use o�trt3ls
tlrawing for any s[ruc[ure Is the resPponsibillry of the �uiltlingUesign6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: All I— al ineitw.co- TPI: t inst.or SBCA: sbcindust .com ICC: iccsafe.o
: AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEQN:259873/T40/COMN
Ply:1
I Job Number: 21-0061
FROM:
City: 4
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt 233.8 lbs
Truss Label: T24A
/
... 02/05/2021
6'0'] 11'fi'13 18'10"8 26'3"8 29'3" 36'2"1fi
99'2"
� 6'0'] 5'fi'6 T3"11 fi'S" d'11"8 d'11"1fi
s5X8 i F
E F
d'11"1 �
T G
T
12 /5XSo
fi p
Hi5X5
c
o
1-3X5(B2)
=3X3 1111..4 M
r �12
a'. 5L
9X5(3X3 =X8
—4" A pN 111.SX4
1j�10'
n5
111.5X0 -6Xfi
11'd" 2T1D'
5'10"11 589 �T'8 8'2"8 5'3'd
F2 + 5'10"11 +1Y��2 18'10"8 26'1"12
128'
Loading Criteria (F q
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Spead: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.078 K 999 360
Loc R+ / R- / Rh
/ R. / U / RL
B 522 /- /-
/248 /164 /314
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.145 K 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.021 K - -
S 1555 /- /-
/979 /359 /-
Ld:EXP:
Des37.00
B Kri: NA
HORZ L : 0.042 K - -
R )
U 1161 /- /-
1745 1321
Building Code:
CL
NCBCLL: 10.00
Mean Height: 15.00 fi
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on
MWFRS
Soffit 2.00
BCDL: 4.0 pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.632
B Brg Width = 8.0
erg Width
Min Req
Min Rea
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.706
S = 8.0
U Big Width =
Min Req = 1.5
Spacing: 24.0..
C&C Dist a: 3.92 fi
Rep Fac: No
Max Web CSI: 0.439
Bearings B, S, & I are a
I a
rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
Maximum Chord Forces
Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
ns.
Chords Tens.Comp.
Chords Tens. Comp.
VIEW Ver. 20.02.01A.1209.11
Wind Duration: 1.60
WAVE
A-B 54 0
F-G 819 -1078
Lumber
Top chord: 2x4 SP #2;
B-C 302 -458
C -D 315 -215
G-H 970 -1565
H - I 1013 -1739
Bct chord: 2x4 SP#2;
Webs: 2x4 SP#2;
D-E 689 -894
I-J 56 0
E-F 816 -907
Plating Notes
All plates are 3X4 except as noted.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
Wind
B-T 344 -186
P-N 0 0
Wind loads based on MW FRS with additional C&C
T - S 341 -187
M - L 719 -230
member design.
Q-O 32 -16
L-K 1241 -W9
Wind loading based on both gable and hip roof types.
R - P 0 -72
K -1 1477 -757
O-M 31 -67
Maximum Web Forces
Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
T-C 251 0
E-M 200 -292
C-S 299 -472
E-L 340 -206
S - R 688 -1285
L - F 280 -129
Q-R 693-1M1
L-G 391 -476
Q- D 712 -1207
G - K 360 -62
D - M 880 -290
K - H 207 -176
O-P 8 -45
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require Q) reme care in fal{dcating h %Ing, shipping, inptalling and brging., Refer to and follow the latest edition
Com nent Saafety Information, byY PI an $f Q ) for sate practices nor to a orming these functions. Installers shall urovide
of BCSI (Building
temporary
brad g er BVSI., Unl ss ngtetl otherwi ,top chord shall aye roper)Y a�tlacPleedd ttructOral Shea hln antl bottom hord shall they a pr Fly
attache rigid ceilinp I!ocations shown orr permanent lateral restraint of webs shal�have bmcing,nstalled per BCS�sections B3, Be7 or ��$,
as ap licable. gqooppTy )ales to each face, of truss and position as Shown above and on the Join, Details, unless noted otherwise.
tlra, gs 160A-- rstandard plate positions.
Aefer to
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'ation from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h dlmg, shipping,, Installailon antl bracm of 1rus es; A eal on this tlrawin or raver p e
d
listinn this drawing indicates acce tance of pro ess'onal ennineering reso nslbi Sol 1y or the �esign s�iown. The suitabilil'y and use o�tfilis
tlrawing for any s[ructure is the resPponsibility of the �uiltlingUesign6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEQN: 259877/ T43/SPEC
Ply:1
Job Number: 21-0061
FROM:
Cry: 4
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt 229.6 lbs
Truss Label: T25
/
... 02/05/2021
a'0') 11B"13 19'10"8 24'3"8 2a8"
1
35'S"9 3$t1"
� 6'0'1 5'aB T3"11 5'S" e4'8
.sM s5x5
E F
5'9"B
TI
G\3X4
12 /5%5
8(7
H%6
/3%4�
K2x5
T
N
J
T �3%4181)B �3X6 �5Xa
N
a3Xd
1 1 1 A F 3x3
T s a
1 �1p
=a%6
11'4" z4T'
5'1p'11 59'a iT'a 6'Y8
11 '71-'
5'a•
F2 1 5'tp'11 11T6 1���'��2 18'10'8 26'112 29'11.8
EI '
35'5'8 1
128"
Loatling Criteria (psq
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Sed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.032 N 999 360
Loc R+ / R- / Rh
/ R. / U / RL
B 533 /- /-
/279 /126 /274
BCLL: 0.00
Encpelosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.092 N 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.007 J - -
S 1473 /- /-
/892 /378 /-
Des Ld: 37.00
EXP: B Kri: NA
HORZ L : 0.015 J - -
R )
1 944
1530 1240 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 fi
Creep Factor: 2.0
Wind reactions based on
MWFRS
Soffit 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.507
B Brg Width = 8.0
Min Req
Load Duration: 1.25
BCDL: 4.0 pat
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.436
S Brg Width = e.0
I Brg Width =
Min Rea = 1.7
Min Req = 1.5
Spacing: 24.0 "
C&C Dist a: 3.59 tt
Rep Fac: Yes
Max Web CSI: 0,3913
I a
Bearings B, S, & I are a
rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber.
Maximum lop Chord Forces
Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp.
Chords Tens. Comp.
VIEW Ver. 20.02.01A.1209.11
Wind Duration: 1.60
WAVE
A-B 56 0
E -F 664 -769
Lumber
Top chord: 2x4 SP #2;
B-C 154 -469
C - D 238 -159
F-G 647 -931
G - H 608 -1061
Bct chord: 2x4 SP #2;
Webs: 2x4 SP#2;
D-E 562 -850
Rt Bearing Leg: 2x6 SP #2;
Maximum Bot Chord Forces
Per Ply (Ibs)
Plating Notes
Chords Tens.Comp.
Chords Tens. Comp.
B - T 353 -p4
P - N 0 0
All plates are 1.5X4 except as noted.
Loading
T-S 350 -2(15
M-L 679 -278
Truss passed check for 20 psf additional bottom chord
Q - O 18 -2
R - P -65
L - K 897 -463
K - J 156 -105
live load in areas with 42"-high x 24"-wide clearance.
O-M 6
6 -47
Purlins
In lieu of structural panels use purlins to brace all flat TC
Maximum Web Forces
Per Ply (Ibs)
@24"oc.
Webs Tens.Comp.
Webs Tens. Comp.
T-C 259 0
E-L 168 -140
Wind
Wind loads based on MW FRS with additional C&C
C - S 269 -468
S-R 699 -1203
L - F 181 -41
L-G 197 -182
memberdesign.
0-R 712-1155
G-K 188 -158
Right end vertical not exposed to wind pressure.
Q - D 726 -1134
K - H 785 -376
Wind loading based on both gable and hip roof types.
D - M 799 -316
I - J 90 0
O-P 0 -37
H-1 794 -1143
E -M 210 -167
'"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dcating h %ing, shipping, inptalling and brging., Refer to and follow the latest edition
Com Safety Information, byY PI $f Q for functions.
of BCSI (Building
nent an ) sate practices �rlor to a orming these Installers shall urovide temporary
Unitaschord shall aye roper)Y a�tlaoPleedd ttructOral Shea hin antl bottom hord shall hay a pr Fly
brad g er BVSI., Unl ss ngtetl otherwi
,top
attache rigid ceilingp shown for permanent lateral restraint of webs shal�have bracinp,nstalled per BCS�sections
licable. qkqogp fates face, Join, Details,
B3, Be7 or gy$,
f3efer
as ap y to each of truss and position as shown above and on the unless noted otherwise.
drawi�igs 160A-Z'fbr standard plate positions.
to
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttr in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracin of 1rus es; A eal on this tlrawin or raver p e
tp
lisann this drawing indicates acce tance of ro ess'onal ennineering reso nslbil�ty Sol 1y or the �esign s�iown. The suitabilil'y and use o�ttilis
tlrawing for any structure is the resPponsibiliry of the �uiltlingUeagn6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259718 / T3 / HIPS
Ply: 1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt:173.6 lb.
Truss Label: T3
/
... 02/05/2021
5'813 11' 15'1" 19'2"
5'8"13 5'3"3 4'1" 4'1" 5'3"3
5'B"13
o5xa III1.5X4 -6xa
D E F
T
2
T
6 p
g3X4 C
G 3X4
1 �-4X4(B1)B
H4X4(B7) 10'
A N M L K
J
O
1111.SX4 -3Xl =5X8 -3X4
1111.5X4
30'2"
5'7'1 5'4"5 4'1" ' 5'4"1
2
515
5'7"1
2
� { 11'1+ { 194-'2" { 24'6"
2
+ 30'2"
Loading Criteria (psf)
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.122 E 999 360
Loc R+ / R- / Rh
/ R. / U / RL
B 1265 /- /-
/724 /338 /201
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.225E 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.057 J - -
O 1265 /- /-
l724 /338 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.105 J - -
Wind reactions based on
MWFRS
Building Code:
NCSCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
B Brg Width = 8.0
Min Rsq
Soffit; 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS I: 0.670
O Brg Width = , 0
Min Req = 1.5
Load Dumtion: 1.25
BCDL: 4.0 pat
MW FRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.938
Bearings B & H are a rigid
surface.
Spacing: 24.0 "
C&C Dist a: 3,02 it
Rep Fac: Yes
Max Web CSI: 0.214
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Iba)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A:B 56 0
E - F 1075 -1469
GCpi: 0.18
Plate Type(s):
VIEWVer:20.02.01A.1209.1 I
Wind Duration: 1.60
WAVE
B-C 1128 -1938
C-D 1059-1606
F-G 1059 -1606
G-H 1129 -1938
Lumber
Top chord: 2x4 SP#2;
D-E 1075 -1469
H-I 56 0
Bct chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces
Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
VIA al
B - N 1652 -883
L - K 1379 -863
Wind loads based on MW FRS with additional C&C
N-M 1651 -67
K-J 1651 -863
member design.
M - L 1379 -63
J - H 1652 -860
Wind loading based on both gable and hip roof types.
Maximum Web Forces
Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
N-C 184 0
L -F 154 -148
C-M 241 -313
F-K 331 -100
D -M 331 -99
K -G 242 -313
D -L 154 -148
G-J 184 0
E-L 240 -195
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fallfricaling h %ing, shipping, in>;talling and bra�ring., Refer to and follow the latest edition
Com vent Safety Information, byY PI an $IC )for sate practices �rlor to ce orminp these functions. Installers shall urowde
of BCSI (Building
temporary
Unitas
brad g er BVSI., Unl es ngletl otherwi ,top chord shall eve roper)Y a�tlacpaetl ttructOral Shea hin antl bottom hord shall hay a pr Fly
id lateral bmcing,nstalled BCS�sections B3, Be7 gy$,
attached ceilingp shown r permanent restraint of webs shahhave per
as ap licable. gqoonpTy places to each face, of truss and position as Shown above and on the Join, Details, unless noted otherwise.
or
fiefer to
drawigs 160A-Z'fbrstaward plate positions.
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
for an
11,
ttru$s in gonformance with ANSVT or for h tlhhg, shipping,, inslallailon antl of 1rus es; A eel on this tlrawin or raver p e
Iistmn this drawing indicates acceptance of roe¢ ennmeermg responsibility SolEln or the 3esign s�iown. The suitabilil'y and use Nis
ufi,al
tlrawing for any s[ruc[ure is the responsibility of the �uiltlingUesigner peP ANSUTPI 1 Sea2.
For more information see these web sites: Alpi— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEON: 259908 / T54 / SPEC
Ply: 1
Job Number: 21-0061
♦ Maximum Reactions (Ibs)
FROM:
.1 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Gravity Non -Gravity
Wgt 211.4 Ibs,
Truss Label: T26
/ ... 02/05/2021
Loc R+ / R- / Rh / R. / U / RL
B 461 /- /- /- /138 /-
6'0') 11T 1610'e 205'12 24'10'9
M 2800 /- /- /- /940 /-
6'0'l 3'fi'10 3'3'9 3'11'4 4'0'12 v�
H 2081 /- /- /- /762 /-
Wind reactions based on MWFRS
lil.sza
B Brig Width = 8.0 Min Req = 1.5
=
M Brg Width=8.0 Min Req=3.3
H Brg Width =4.0 Min Req=1.5
Bearings B, M, & H are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
o6xe
Chords Tens.Comp. Chords Tens. Comp.
A-B 56 -27 D-E 445 -1235
(el IIzx4
s
E�jaxes
-
B-C 69 -334 E -F 344948
�sx4c
C-D 283 -111 F -G 344 -948
= �1z
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
_I
B-N 2B0 -28 K-J 1073 -379
N-M Z73 -30 J-1 64 -24
TT-3x41e11e
'1 .,Xs -sxlo i �1e'
n
r%sz4 :szs�
L-K 39 -120
114 1a•�
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
N-C 257 0 E-J 77 -272
4-2
f^2 Ni 11 11 r4 1s1ae zore lz z41aa a
C -M 115 -487 F-J 70 -139
M - L 902 -2514 J - G 1873 -677
Loading Criteria (psi)
Wind Criteria
Snow Criteria
Building Code:
De1I/f:SI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16 Speed: 160 mph
(Pg,R in PSF)
FBC 7th Ed. 2020 Res.
PP Deflection in loc Udell U#
L- D 731 -1944 H - 321 -107
TCDL: 7.00
Enclosure: Closed Risk Category: II
Pg: NA Ct: NA
TPI Std: 2014
VERT(LL): 0.031 K 999 360 Max TC CSI: 0.398
D - K 1699 -200 G - H 1081 -2152
SCLL: 0.00
TCDL: 4.0 psf BCDL: 4.0 psi EXP: B
Pf: NA
Rep Fac: Varies by Ld Case
VERT(CL): 0.056 K 999 240 M. BC CSI: 0.930
699 -200
BCDL: 10.00
Mean Height: 15.00 ft Kzt: NA
MWFRS Parallel Dist: 0 to h/2
CAT: NA Ce: NA
FT/RT:20(0)15(0)
HORZ(LL): 0.007 E - - Max Web CSI: 0.933
Des Ld:37.00
C&C Dist a: 3.00 ft
Lu: NA Cs: NA
Plate Type:
HORZ(TL): 0.014 E - - Creep Factor: 2.0
NCBCLL: 10.00 Soffit: 2.00
Loc. from endwall: Any
Snow Duration: NA
WAVE
Mfg Specified Camber:
Load Duration: 1.25
GCpi: 0.18
VIEW Ver: 20.02.01A.1209.11
Spacing: 24.0"
Wind Duration: 1.60
Lumber Special Loads Wind
Top chord: 2x4 SP #2; -----(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25) Wind loads and reactions based on MWFRS.
Bot chord: 2x4 SP #2; B2 2x6 SP #2; TC: From 56 pIf at -2.13 to 56 pif at 11.47 Right end vertical not exposed to wind pressure.
Webs: 2x4 SP #2; W6 2x8 SP SS Dense; TC: From 28 pif at 11.47 to 28 pif at 23.06
Rt Bearing Leg: 2x6 SP #2; TC: From 56 pif at 23.06 to 56 pif at 25,33 Wind loading based on both gable and hip roof types.
BC: From 4 pit at -2.13 to 4 p# at 0.00
Bracing BC: From 20 pif at 0.00 to 20 pif at 11.60
(a) Continuous lateral restraint equally spaced on BC: From 10 pIf at 11.60 to 10 pif at 24.87
member. BC: 627 lb Conc. Load at 13.06
BC: 625 Ib Conc. Load at 15.06,17.06,19.06,21.06
Purllns 23.06
In lieu of structural panels use purlins to brace all flat TO
I24" oc.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses rreeqquire extreme care in f ricatinpp handling, Ship ng, installing and bracing._ Refer to and follow the latest edition of BCSI (Building
ComponenC Safety Information, by PI and $BCA) for 5aF practices prior andpedorming these funcilons. Installers shall prgwtle temporary
bracinggg per BCSI. Unless noted otherwise, top chord s al� ave proper)v attac ed structural sheathing and bottom c o shall have a properly
attach@,tl ri Id ceiling Lotions Shgwn for permanent lateral re5irahnt of wgbs Shall hav bracing nstalied p0r BCSI 5 lions B3, B7 or 610,
as app lcab�e. AppTyy pprates to each face of truss antl position as sown above and on tPf1e ,loinrDetails, unless noted otherwise. f�efer to
drawings 160A-Z fUr`standard plate positions.
Alpine, a division of ITW Buildinnp Components Group Inc. shall not be responsible for any deviation from this drawing, an4yifailure to build the
truss m gonformance with ANSI/fPl 1, or for handling, Shipping,. installation and bracinpof trusses; A Seal on this dra no or cover gape
listing ims drawin indicates accep[an of pr f ssi n I en ine9ring res nsibilil1yy sol ly for the tlesign shown. The s.i[abilify and use of Ihis
,
drawing for any a rructure is the responsi ility o�t�ia �ul�ding�esigner perANSVTPI 1 S$ec.2.
For more information see these web sites: Alpine, al ineitw.com; TPI: t inst.or : SBCA: sbcindust .com; ICC: iccsafe.or ; AVID: awc.or
0 PDF created with pdfFactory Pro trial version www.odffactory.com
SEON:259880/T59/HIPM
Ply:2
Job Number: 21-0061
FROM:
Oty: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt 201.E Ibs
Truss Label: T27
/
... 02/05/2021
7' 14'5"4
16'8"
IS -I
I- 7' 7.5.4
2.
D=4X7
E - F
12
T
T
6 p
03X10C
-BXB44
T =3X4(B1)B 1111.5X6 K J
1 1112X4
-010,
A L
G
3X
=3X4
XS O
16'8"
2,-iI,��2r�'
�
2' Y 2" 2
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Spead: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.215 L 926 360
Loc R+ / R- / Rh
/ Rw / U / RL
B 1454 /- /-
/- /437 /-
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.396 L 502 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.100 G - -
O 1552 /- /-
/- /455 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.184 G - -
Wind reactions based on
MWFRS
Building
g Code:
NCBCLL: 0.00
Mean Height: 15.00 ft
Creep Factor: 2.0
B Br Width = 8.0
9
Min R 1.5
eq =
Soffit: 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS I: 0.624
O Brg Width = 8.0
Min Req = 1.5
Load Duation: 1.25
BCDL: 4.0 pat
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.685
Bearings B & O are a rigid
surface.
Spacing: 24.0 "
C&C Dist a: 3,00 it
Rep Fac: No
Max Web CSI: 0.401
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
AB 28 -13
D - - E 227 695
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01 A.1209.11
Wind Duration: 1.60
WAVE
B-- C 231 -816
C-D 469-1632
E-F 225 -683
Lumber Wind
Top chord: 2x4 SP #2; Wind loads and reactions based on MWFRS.
Sot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Right end vertical not exposed to wind pressure.
Webs: 2x4 SP #2;
Maximum Bot Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Wind loading based on both gable and hip roof types.
B-N 606 -169
K-H 1493 -418
Nallnote
Nail Schedule:0.128"x3", min. nails
C - M 1312 -377
N- L 0 0
J -1 0 0
- G 6 -8
Top Chord: 1 Row @72.00" o.c.
M - K 1461 .416
Bot Chord: 1 Row Ca12.00" o.c.
Webs :1 Row CD 4"o.c.
Use equal spacing between rows and stagger nails
Maximum Web Forces
Per Ply (Ibs)
in each row to avoid splitting.
Webs Tens.Comp.
Webs Tens. Comp.
C - N 271 -956
H - I 54 0
Special Loads
-----(Lumber Dur.Fac. 1.25/Plate Dur.Fac. 1.25)
N-M 821 -219
H-F 1045 -344
TC: From 56 pIf at -2.13 to 56 pit at 7.00
D - K 564 -47
H - G 9 -7
TC: From 28 pIf at 7.00 to 28 pit at 16.67
D - H 203 -843
F - G 22B -737
BC: From 4 pIf at -2.13 to 4 pit at 0.00
E - H 208 -348
BC: From 20 pIf at 0.00 to 20 pIf at 7.03
BC: From 10 pIf at 7.03 to 10 pIf at 16.67
TC: 259 Ib Conc. Load at 7.03
TC: 1541b Conc. Load at 9.06,11.06,13.06
TC: 168 It, Conc. Load at 15.06
BC: 5731b Conc. Loatl at 7.03
BC: 1231b Conc. Load at 9.06,11.06,13.06
BC: 129 lb Conc. Load at 15.06
Plating Notes
All plates are 1.5X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
""WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{ricatin0 h %in,, shipping, in ptalling and brging., Refer to and follow the latest edition
Com nent Safety Information, byY PI an $fOC ) for sate practices �rlor to a orming these functions. Installers shall urovide
of BCSI (Building
temporary
brad g er BVSI., Unl ss ngtetl otherwi ,top chord shall aye roper)Y a�tlacp.ed ttructOral Shea hin antl bottom hord shall hay a pr Fly
attacherQrigid ceilingp Unitas
shown orr permanent lateral res�raint of webs shal?have bmcinp,nstalled per BCS�sections B3, B$ or gy$,
as ap linable. qkqogp y Iates to each face, of tru5a and position as shown above and on the Join, Details, unless noted otherwise.
drawi�igs 160A-Z'fbr standard plate positions.
f3efer to
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttr in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracin of 1rus es; A eat on this tlrawin or raver p e
is
lishnn this drawing indicates acce tance of ro ess'onal ennineering reso nslbility Sol 1y or the �esign s�iown. The sultabilil'y and use Nis
tlrawing for any structure is the resPponsibiliry of the �uiltlingUeagn6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: AI I- al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259883/T9/HIPM
PIy:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 103.6 Ibs
Truss Label: T28
/ ... 02/05/2021
9' 16.5"d
16'6
8' 55"4
2R"12
.5%6
D E
= X F TI TI
2
6
03XB
l
T =3%41B1)a 111.5%6 K J I
xx
A NM L
=3X4
G
X6
16'6"
5'1"12
169"8
1G8"
2" 2
Loading Criteria (psf)
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Deft/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.286 L 696 360
Loc R+ / R- / Rh / R. / U / RL
B 766 /- /- /486 /186 /194
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.528 L 376 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.119 G - -
O 619 /- /- /325 /186 1-
EXP. B Kri. NA
HORZ(TL): 0.220 G - -
Wind reactions based on MWFRS
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 fi
Creep Factor: 2.0
B Brg Width = 8.0 Min Req = 1.5
Soffit 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS 0.559
O Brg Width = 8.0 Min Req = 1.5
Load Duration: 1.25
BCDL: 4.0 psf
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.536
Bearings B & O are a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.406
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 56 0 D - E 347 -346
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01 A.1209.11
Wind Duration: 1.60
yyAVE
B-C 458 -729 E-F 345 -343
C -D 706 -974
Lumber
Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2;
Bct chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Maximum Bot Chord Forces Per Ply (Ibs)
Webs: 2x4 SO #2;
Chords Tens.Comp. Chords Tens. Comp.
B - N 526 -612 K - H 823 -774
Plating Notes
All plates are 1.5X4 except as noted.
C - M 670 -620 1 - I 0 0
N-L 0 0 I -G 17 -19
Purlins
M-K 813 -772
In lieu of structural panels use purlins to brace all flat TC
24"
Maximum Web Forces Per Ply (Ibs)
oc.
Webs Tens.Comp. Webs Tens. Comp.
Wind
C-N 974 -82.5 H-1 65 0
Wind loads based on MW FRS with additional C&C
N - M 723 -836 H - F 648 -652
member design.
D-K 374 -44 H-G 22 -19
Right end vertical not exposed to wind pressure.
D - H 511 -571 F - G 600 -589
Wind loading based on both gable and hip roof types.
E - H 338 -197
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme ca[on!e n fal7fdcatin0 h %In,, shipping, int,1ling and brging., Refer to and follow the latest edition
Com nent Safety Informat, byY PI an $IOC ) for sate practices rlor to a orming these functions. Installers shall urovide
of BCSI (Building
temporary
Unitas
brad g er BVSI., Unl ss ngtetl otherwi ,top chord shall aye roper)Y a�tlacp.ed ttructOral Shea hln antl bottom hord shall hay a pr Fly
orr lateral bmcinp,nstalled BCS�sections B3, Be7 gy$,
attachet�rigid ceilinp shown permanent restraint of webs shal�have per
as ap linable. qkqogp y Iates to each face, of truss and position as shown above and on the Join, Details, unless noted otherwise.
or
f3efer to
tlrawi�igs 160A-Z'fbr standard plate positions.
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
1
tru$s in gonformance with ANSVT 1, or for h tlllhg, shipping,, Installailon antl bracln of 1rus es; A eat on this tlrawin or raver p e
listens this drawing indicates acce tance of ro ess'onal ennineering reso nslbillty Sol 1y or the �esign s�iown. The suitabilil'y and use OTtrtlls
tlrawing for any s[ructur is the resPponsibiliry of the �uiltlingUeagn6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259886/T53/HIPM
PIy:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 102.2 Ibs
Truss Label: T29
/ ... 02/05/2021
srn•z 1r 1se•
' 610"2 0'1"10 fire• I
G T
tz m
fi p
ax
/fiC
T =3XM,B1)e L KJ I— H G
yy
1 1 =3X8 �1P
A ON M P
=4X6 1.fiX6
1Tfi fi"4 8''1"12 3'3"B 1'11"4"4
I�2'� 11'1"12 14'S'4 16'6 I�
TY12 6'a"
Loading Criteria (psf)
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Spead: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.271 M 734 360
Loc R+ / R- / Rh / R. / U / RL
a 766 /- /- /493 /174 /230
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.484 M 410 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.108 G - -
P 619 /346 /196 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.200 G - -
Wind reactions based on MWFRS
Building
g Code:
NCBCLL: 10.00
Mean Height: 15.00 fi
Creep Factor: 2.0
B Br Width = 8.0 Min R 1.5
9 eq =
Soffit 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS I: 0.618
P erg Width = 8.0 Min Req = 1.5
Load Duration: 1.25
BCDL: 4.0 psf
MW FRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.503
Bearings B & P are a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 h
Rep Fac: Yes
Max Web CSI: 0.522
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens Comp. Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 56 0 D - E 453 -681
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20,02.01 A.1209.11
Wind Duration: 1.60
yyAVE
B-C 210 -524 E-F 466 -551
C-D 670 -1049
Lumber
Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2;
Bct chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Maximum Bot Chord Forces Per Ply (Ibs)
Webs: 2x4 SP#2;
Chords Tens.Comp. Chords Tens. Comp.
B-O 287 -397 L-1 1 -2
Plating Notes
All plates are 1.5X4 except as noted.
C - N 851 -738 K - J 0 0
O-M 0 0 J-G 7 -3
Purlins
N -L 929 .833 I-H 4 -9
In lieu of structural panels use purlins to brace all flat TC
24"
Maximum Web Forces Per Ply (Ibs)
oc.
Webs Tens.Comp. Webs Tens. Comp.
Wind
C-O 632 -441 L-F 729 -603
Wind loads based on MW FRS with additional C&C
O - N 405 -522 1 - J 66 0
member design.
D-L 433 -449 H-F 593 -611
Right end vertical not exposed to wind pressure.
E - L 187 -1 H - G 573 -600
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
e in fal{dcatin0 h %in,, shipping, in>;talling and brging., Refer to and follow the latest edition of BCSI (Building
Trusses require extreme ca[on!
Com nent Safety Information, byY PI an $fOC ) for sate practices rlor to a orming these functions. Installers shall urovide temporary
Unitas
brad g er BVSI., Unl ss ngtetl otherwi ,top chord shall aye roper)Y a�tlaoPleetltl ttructOral Shea hln antl bottom hord shall hay a pr Fly
orr lateral bmcinp,nstalled BCS�sections B3, Be7 gy$,
attache rigid ceilinp shown permanent restraint of webs shal ava per or
as ap linable. qkqogp y Iates to each face, of truss and position as shown above and on the Join, Details, unless noted otherwise. f3efer to
of A— 160A-Z'fbr standard plate positions.
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
11,
ttr tp in gonformance with ANSVT or for h tlllhg, shipping,, Installation antl bracln of 1rus es; A eat on this tlrawin or raver p e
listinn this drawing indicates acce tance of ro ess'onal ennlneering reso nslbillty Sol 1y or the �esign s�iown. The suitabilil'y and use OTC.
tlrawing for any s[ructum Is the resPponsibillry of the �uiltlingUeagn6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259889/T48/HIPM
PIy:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 112.0 Ibs
Truss Label: T30
/
... 02/05/2021
]'10' 13' 16'10"b
]'10" 5'2" 310"8
TIII a=4X4 =3X3
2 /3X4 G
e 2
P TIII
�3XB C
=3X41Btle 111.5X6 o N ML K I H
Ty-e �3X6
a0 P
=3x4
111.SX6 1 �10'
1']'b 5"q 504 -'s 1'38 1'S'
~2� 1']"e ���Gr2�" T84 + 13112 + 14'5"615'100'�
2�C I2
1' 122
Loading Criteria (psf)
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioo Udefl U#
GravityNon-Graviry
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.239 P 841 360
Loc R+ / R- / Rh
/ R. / U / RL
B 774 /- /-
/501 /163 /266
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.436 P 462 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.101 1 - -
G 627 /- /-
/374 /210 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.187 1 - -
Wind reactions based on
MWFRS
Building Code:
NCSCLL: 10.00
Mean Height: 15.00 fi
Creep Factor: 2.0
B Brg Width = 8.0
Min Req = 1.5
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 pat
FBC 7th Ed. 2020 Res.
Max TC CS 0.843
G Brg Width = -
Min Req = -
Load Dumtion: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.563
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 h
Rep Fac: Yes
Max Web CSI: 0.503
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 56 0
D - E 241 -444
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01 A.1209.11
Wind Duration: 1.60
WAVE
B-C 277 -767
C -D 594-1145
E-F 269 -323
Lumber
Top chord: 2x4 SP #2;
BctWe chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Maximum Bot Chord Forces
Per Ply (Ibs)
Webs: 2x4 SP#2;
Chords Tens.Comp.
Chords Tens. Comp.
B- R 568 -557
M- L 0 0
Plating Notes
All plates are 1.5X4 except as noted.
C - C 83-66
R-P 0 0 0 0
K - I 1 -3
L-J 3 -1
Hangers/Ties
C-O 981 -799
1-G 0 0
(J) Hanger Support Required, by others
O- N 973 -797
N - K 0 0
J- H 0 0
Purlins
In lieu of structural panels use purlins to brace all flat TO
Maximum Web Forces
Webs Tens.Comp.
Per Ply (Ibs)
Webs Tens. Comp.
@24•oc
C-R 888 -✓G6
R-C 777 -732
N-F 593 -492
K-L 46 0
Wind
Wind loads based on MWFRS with additional C&C
O - D 370 -89
I - J 46 0
member design.
D-N 605 -750
F-G 546 -587
Right end vertical not exposed to wind pressure.
E - N 194 -77
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fallfdcatin� h ndling, shipping, in>;[alling and brging., Refer to and follow the latest edition
Com Saafety Information, byY PI $fC functions.
of BCSI (Building
nent an )for sate practices rlor to ce orminp these Installers shall urovide temporsry
brad g qr BVSI., Unl ss ngtetl otherwi chord shall eve roper)Y a�tlaoPleedd ttructOral Shea hIn antl bottom hord shall hav a pr Fly
Unitas
,top
attachedrigid ceillnpp shown orr permanent lateral resireint of webs shal�have bmcinp,nstaIred per BCSfs-tions B3, Be7 or ��$,
licable. gqoonnTy tares face, Join, Details, f3efer
as ap t0 each of truss and position as shown above and on the unless noted otherwise.
tlrawlaigs 160A-Z'fbr standard plate positions.
to
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
11,
ttru$s in gonformance with ANSVT rus es; A eel on this tlrawin or raver p e
or for h tlllhg, shipping,, Installailon antl bracm of A.M.
list', this drawing indicates acce fence of roe ennlneerin reso nslbillty Sol lygfor the �esign saiown. The sultab1111'y and use o�ttills
ufial
tlrawing for any structure Is the resPponsibillry of the �uiId ngUeaign6r paP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259892/T52/HIPM
PIy:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 119.0 Ibs
Truss Label: T31
/
... 02/05/2021
_ ess I is I taros,
' ess aen r ofi-'
=3%9F T
I
b
/3xeG � t
sxaletla It.s%e o H G
IIt.sXe 1 ��p.
ap P
18't0 e
t e '9 sa 5si'tz
kz-1z 1s�td ak
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Deft/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.244 P 826 360
Loc R+ / R- / Rh
/ R. / U / RL
B 772 /- /-
/500 /147 /302
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.445 P 452 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.105 1 - -
G 625 /- /-
/403 /224 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.194 - -
Wind reactions based on
MWFRS
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 fi
Creep Factor: 2.0
B Brg Width = 8.0
Min Req = 1.5
Soffit: 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS I: 0.595
G Brg Width = -
Min Req = -
Load Duration: 1.25
BCDL: 4.0 Pat
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.523
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.840
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 56 0
D - E 58 -274
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01A.1209.11
Wind Duration: 1.60
AVEyy
B-C 180 -719
C-D 464-1073
E-F 123 -155
Lumber
Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E;
Bct chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Maximum Bot Chord Forces Per Ply (Ibs)
Webs: 2x4 SP#2;
Chords Tens.Comp.
Chords Tens. Comp.
B-R 511 -524
M-J 1 -4
Plating Notes
All plates are 1.5X4 except as noted.
C - C 784611
R-P 0 0
L - K 905 -732
K-I 4 -1
Hangers/Ties
C-O 913 -737
0 0
1 - G
(J) Hanger Support Required, by others
O- L 907 -736
N - M 0 0
J- H 0 0
Purlins
In lieu of structural panels use purlins to brace all flat TO
Maximum Web Forces
Webs Tens.Comp.
Per Ply (Ibs)
Webs Tens. Comp.
@24•oc
C-R 833 -801
R-C 704 -692
E-K 272 -220
K-F 621 -490
Wind
Wind loads based on MW FRS with additional C&C
O - D 392 -59
I - J 46 0
member design.
D -K 682 -810
F-G 484 -603
Right end vertical not exposed to wind pressure.
L - M 46 0
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dcatin� h ndling, shipping, in>;[alling and brging., Refer to and follow the latest edition of BCSI (Building
Com nent Saafety Information, byY PI an $IC )for sate practices rlor to ce orminp these functions. Installers shall urovide temporary
Unitas
brad g qr BVSI., Unl ss ngtetl otherwi ,top chord shall eve roper)Y a�tlacpaed ttructOral Shea hln antl bottom hord shall hav a pr Fly
orr lateral bmcinp,nstaIred BCSfh-tions B3, Be7 gy$,
attachedrigid ceilinp shown permanent restraint of webs shall' ave per or
as ap Iicable. qkqogn y Iates to each face, of truss and position as shown above and on the Join, Details, unless noted otherwise. Aefer to
tlrawiaigs 160A-Z'fbr standard plate positions.
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttruss in gonformance with ANSVT 11, or for h tlllhg, shipping,, Installailon antl bracm of 1rus es; A eat on this tlrawin or raver p e
list', this drawing indicates acce fence of ro�ess'onal ennineerin reso nslbil�ty Sol lygfor the �esign saiown. The suitabilil'y and use o��hls
tlrawing for any structure is the resPponsibillry of the �uiId ngUeaign6r paP ANSUTPI 1 Sgea2.
For more information see these web sites: Alpi— al ineitw.co- TPI: t inst.or ' SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEQN: 259895 / T7 MONO
Ply: 1
Job Number: 21-0061
FROM:
Oty: 4
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt 113.4 lbs
Truss Label: T32
/
... 02/05/2021
' rri 1 ram
12
— s v a„
'
�
=axaca,ls , ni.sxe a
-�
�T� sas 1-4
Loading Criteria (l
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Sed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.296 N 681 360
Loc R+ / R. / Rh
/ R. / U / RL
B 772 1/-
/496 /130 /336
BCLL: 0.00
Encpelosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.520 N 387 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.121 H - -
F 625 /- /-
/434 /238 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.223 H - -
Wind reactions based on
MWFRS
Building
g Code:
NCBCLL: 10.00
Mean Height: 15.00 fi
DOFactor: 2.0
B Br Width = 8.0
9
Min R 1.5
eq =
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS I: 0.617
F Brg Width = -
Min Req = -
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.536
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.572
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Iba)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 56 0
C - D 335 -987
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01A.1209.11
Wind Duration: 1.60
WAVE
B-C 144 -728
D-E 75 -119
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Maximum Bot Chord Forces
Per Ply (Ibs)
Sot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Chords Tens.Comp.
Chords Tens. Comp.
B-P 522 -557
L-K 0 0
Webs: 2x4 SP#2;
C-O W5 -530
K-1 7 0
Bracing
P-N 0 0
J-H 819 -666
WB: Web -Blocks are 2x4 of grade: W B1 = SP #2, and
O - M 827 -654
M - J 821 -663
1 - G 0 0
H - F 821 -663
fastened to web with 3X3 or larger plates. See DRWG
BRW EBLOK1014 for further details.
Maximum Web Forces
Per Ply (Ibs)
Plating Notes
Webs Tens.Corrp.
Webs Tens. Comp.
A11 plates are 1.5X4 except as noted.
C - P 8% -819
J - K 45 0
Hangers/Ties
P-O 718 -736
H-I 10
(J) Hanger Support Required, by others
M - D 439 -26
E - F 185 -168
D - F 752 -931
Wind
Wind loads based on MW FRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dcating h %Ing, shipping, inptalling and brging., Refer to and follow the latest edition
Com Safety Information, byY PI $fC functions.
of BCSI (Building
nent an )for sate practices �rlor to ce orminp these Installers shall urowde temporary
brad g er BVSI., Unl es ngtetl otherwi chord shall eve roper)Y a�tlacPleedd ttructOral Shea hin antl bottom hord shall hay a pr Fly
,top
attacherQri id ceilingp I!ocabons shown for permanent lateral restraint of webs shahhave bmcinp,nstalled per BCSfsections B3, Be7 or �Y$,
licable. gqoonnTy laces face, Join, Details, Aefer
as ap t0 each of buss and position as shown above and on the unless noted otherwise.
drawi�igs 160A-Z'for standard plate positions.
to
A%pe, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'ation from this drawing, any failure to build the
ttrups in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracin of 1rus es; A eel on this tlrawin or raver paQe
Iistmn this drawing indicates acce fence of ro� as uh,al ennmeermg reso mi lid Sol In or the 3esign s�iown. The suitabilil'y and use o' itlls
tlrawing for any s[ruc[ure is the resPponsibiliry of the �uildingUeagn6r p. ANSUTPI 1 Sgea2.
For more information see these web sites: Alpi— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259899 / T46 / MONO
Ply: 1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 131.6 lbs
Truss Label: T33
/
... 02105/2021
� rr-s -H rru F rz ear
ri.sxa �'
sax
a
�-axa�ai�s
1 �ia
-axe �axa ooze
�z� err n-, TirTa
Loading Criteria (psf)
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity
Non-Graviry
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.029 C 999 360
Loc R+ / R- / Rh
/ R. / U / RL
B 774 /- /-
/496 /130 /336
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.053 C 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.011 F - -
M 627 /- /-
/434 /238 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.021 F - -
Wind reactions based on
MWFRS
Building
g Code:
NCBCLL: 10.00
Mean Height: 15.00 fi
Creep Factor: 2.0
B Br Width = 8.0
9
Min R 1.5
eq =
Soffit 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS I: 0.391
M Brg Width = 6.5
Min Req = 1.5
Load Duration: 1.25
BCDL: 4.0 psf
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.520
Bearings B & M are a rigid
surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.473
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 56 0
D - E 0 -197
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20,02.01 A.1209.11
Wind Duration: 1.60
yyAVE
B-C 274 -935
C-D 207 -735
E-F 130 -170
Lumber
Top chord: 2x4 SP
chord: 2x4 SP #2;
2;
Maximum Bot Chord Forces
Per Ply (Ibs)
Webs: 2x4 SP#2;
Chords Tens.Comp.
Chords Tens. Comp.
B -L 770 -664
I -G 1 -3
Wind
Wind loads based on MWFRS with additional C&C
2 L - K 469 -3-
K-J 9
J - H 0 0
member design.
Right antl vertical not exposed to wind pressure.
Maximum Web Forces
Per Ply (Ibs)
Wind loading based on both gable and hip roof types.
Webs Tens.Comp.
Webs Tens. Comp.
C-L 316 -248
E-1 286 -228
L-D 346 -171-J
109 0
D-K 171 -124-F
715 -604
D-I 328
F-G 496 -611
.418
K-I 498 403
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme ca[on!e n fal{dcatin0 h %in,, shipping, inptalling and brging., Refer to and follow the latest edition of BCSI (Building
Coro nent Safety Informat, byY PI an $fOC ) for sate practices prior to a orming these functions. Installers shall umvide temporary
brad g er BVSI., Unl ss ngtetl otherwi ,top chord shall eve roper)Y a�tlacpaed ttmctOral Shea hin antl bottom hord shall hay a pr Fly
Unitas
id lateral bmcing,nstalled BCSfsections B3, Be7 gy$,
attach ceilingp shown or permanent restraint of webs shahhave per or
as ap linable. q,opr )etas to each face, of truss and position as Shown above and on the Join, Details, unless noted otherwise. Aefer to
tlrawitigs 160A-Z'fbr standard plate posNons.
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'ation from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 1 1, or for h dhhg, shipping,, installation antl bracin of 1rus es; A eel on this tlrawin or raver p e
lishnn this drawing indicates acce fence of roe ufi,al ennmeermg reso nn. ilid Sol ly�for the resign s�ioa— The suitabilil'y and use c is
tlrawing for any structure is the resPponsibiliry of the �uiltlingUsagn6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: Alpi— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259626 / T71/SPEC
PIy:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 134.4 lbs
Truss Label: T34
/
... 02105/2021
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.399 J 512 360
Loc R+ / R- / Rh
/ R. / U / RL
B 844 /- /-
/504 /232 /321
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.759 J 269 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.193 1 - -
M 822 /- /-
/421 /241 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.368 1 - -
Wind reactions based on
MWFRS
Building
g Code:
NCBCLL: 10.00
Mean Height: 15.00 fi
Creep Factor: 2.0
B Br Width = 8.0
9
Min R 1.5
eq =
Soffit 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS I: 0.541
M Brg Width = 4.0
Min Req = 1.5
Load Duration: 1.25
BCDL: 4.0 psf
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.931
Bearings B & M are a rigid
surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Fac: Varies by Ld Case
Max Web CSI: 0.740
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 56 -25
D - E 102 -93
GCpi: 0.18
Plate Type(s):
VIEWVer: 20.02.01A.1209.11
Wind Duration: 1.60
yyAVE
B-C 326 _1
C -D 155 -672
E-F 19 -27
Lumber
Top chord: 2x4 SP #2; T3 2x4 SP 2250f-1.9E;
Bct chord: 2x4 SP 2250f-1.9E;
Maximum Bot Chord Forces
Per Ply (Ibs)
Webs: 2x4 SP#2;
Chords Tens.Comp.
Chords Tens. Comp.
B - K 91 -665
J - I 521 -319
Rt Bearing Leg: 2x6 SP #2;
Special Loads
K-J 958 -683
1- H 116 -97
----(Lumber Dur.Fao. 1.25 / Plate Dur.Fac. 1.25)
TC: From 56 pIf at -2.13 to 56 pIf at 17.33
Maximum Web Forces
Per Ply (Ibs)
BC: From 4 pIf at -2.13 to 4 pit at 0.00
Webs Tens.Comp.
Webs Tens. Comp.
BC: From 20 pIf at 0.00 to 20 pIf at 10.33
BC: From 70 pIf at 10.33 to 70 pIf at 15.12
K - C 267 -61
I - G 1469 -834
BC: From 20 pIf at 15.12 to 20 pIf at 16.87
C - J 435 -500
E - G 188 -2
J- D 238 0
G- M 326 -529
Plating Notes
D - L 292 -534
M - H 326 -529
All plates are 1.5X4 except as noted.
L - I 349 -455
F - G 451 -240
L - G 282 -521
F - M 854 -1225
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right antl vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme ca[on!e n fal{ricatin0 h %ing, shipping, int,1ling and brging., Refer to and follow the latest edition
Com Safety Informat, byY PI $fOC for functions.
of BCSI (Building
nent an ) sate practices prior to a orming these Installers shall urovide temporary
Unitaschord shall eve roper)Y a�tlacpaed ttructOral Shea hin antl bottom hord shall hay a pr Fly
brad g er BVSI., Unl ss ngtetl otherwi
,top
attacherQri id ceilingp shown r permanent lateral resfram of webs shahhave bracing,nstalled per BCSfsections B3, Be7 or gy$,
licable. gqoonnTy laces face, Join, Details, Aefer
as ap to each of truss and position as Shown above and on the unless noted otherwise.
drawi�igs 160A-Z'for standard plate positions.
to
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not, be responsible for any d0 'anon from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h tlling, shipping,, installation antl bracin of 1rus es; A sal on this tlrawin or raver p e
lishnn this drawing indicates acts fence of roe ufi,al ennmeermg reso nn. ilid sot In or the resign s�iown. The suitabilil'y and use c I.
tlrawing for any s[ruc[ure is the resPponsibiliry of the �uiltlingUeagn6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ins: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259629 / T72/SPEC
PIy:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 127.4 lbs
Truss Label: T35
/
... 02105/2021
ss, 1 aT 1 ani I7sd
� of
e�,z
T
srs 1 sv 1 isive
�,00e��eree� 1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.266 J 768 360
Loc R+ / R- / Rh
/ R. / U / RL
B 844 /- /-
/506 /232 /285
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.504 J 405 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.123 1 - -
N 822 /- /-
/390 /227 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.235 1 - -
Wind reactions based on
MWFRS
Building
g Code:
NCBCLL: 10.00
Mean Height: 15.00 fit
DOFactor: 2.0
B Br Width = 8.0
9
Min R 1.5
eq =
Soffit 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS I: 0.694
N Brg Width = 4.0
Min Req = 1.5
Load Duration: 1.25
BCDL: 4.0 psf
MW FRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.852
Bearings B & N are a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Fac: Varies by Ld Case
Max Web CSI: 0.561
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 56 -2.5
D - E 244 -175
GCpi: 0.18
Plate Type(s):
VIEWVer:20.02.01A.1209.11
Wind Duration: 1.60
WAVE 18SS
B-C 386-1138
C -D 195 -709
E-F 167 -98
Lumber
Top chord: 2x4 6P #2;Bct
chord: 2x4 .9E;
Maximum Bot Chord Forces Per Ply (Ibs)
WeW7 2x4 SP 2250f-1.9E;
Webs: 2x4 SP#2;
Chords Tens.Comp.
Chords Tens. Comp.
Rt Bearing Leg: 2x6 Sp#2;
B - K 954 -679
J - I 537 -340
Special Loads
K-J 951 -679
1- H 84 -61
----(Lumber Dur.Fao: 1.25 / Plate Dur.Fac. 1.25)
TC: From 56 plf at -2.13 to 56 pI at 17.33
Maximum Web Forces
Per Ply (Ibs)
BC: From 4 pif at -2.13 to 4 pit at 0.00
Webs Tens.Comp.
Webs Tens. Comp.
BC: From 20 plf at 0.00 to 20 plf at 10.33
K-C 234 -4
M-G 419 -668
BC: From 70 plf at 10.33 to 70 plf at 15.12
BC: From 20 plf at 15.12 to 20 plf at 16.87
C - J 397 -464
I - G 1609 -971
J - D 266 -16
G - N 180 -362
Plating Notes
D - L 409 -659
N - H 180 -362
A11 plates are 1.5X4 except as noted.
E - L 401 -448
F - G 824 -469
L-M 438 -691
F-N 474 -662
Wind
M-1 695 -837
Wind loads based on MW FRS with additional C&C
member design.
Right antl vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{ricatin� h %ing, shipping, in>;[alling and bracing., Refer [o antl follow the latest edition
Com Safety Information, byY PI $fOC for functions.
of BCSI (Building
nent an ) sate practwes rior to ce ormmp these Installers shall urowde temporsry
Unitaschord $hall eve roper)Y a�tlacP�eetltl ttructOral Shea health and bottom hord Sha11 hav a pr Fly
brad g er BVSI., Unl ss ngtetl otherwi
,top
attach id ceilingp shown orr permanent lateral restraint of webs a al bracing installed per BCS�sections B3, Be7 or ��$,
'icable. gqoonpTy laces face, Join, Details, f3efer
as ap t0 each of truss and position as shown above and on the unless noted otherwise.
drawiaigs 160A-Z'fbr standard plate posNons.
to
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not, be responsible for any d0 'anon from this drawing, any failure to build the
ttruss in gonformance with ANSVT 11, or for h tlling, shipping,, installation antl bracin of 1rus es; A eel on this tlrawin or raver p e
lishnn this drawing indicates acce fence of ro�ess'onal ennineenng reso nslbild Sol In or the lesign a own. The suitabilil'y and use o��his
tlrawing for any s[ruc[ure is the resPponsibiliry of the �uiltlingUesign6r peP ANSUTPI 1 Sgea !
For more information see these web sites: Alpi- al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEON: 259722 /T4/HIPS
Ply:1
Job Number: 21-0061
FROM:
City: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt:166.6 lb.
Truss Label: T4
/
... 02/05/2021
6'8"13 13' 17'2" 23'S"3
30'2"
.5X6 -5X5
D E
T
12
T
6 � /3X4 C F�-3X4
(n
=4X4(B1)B
1
G=4X4(61) 10
A L K J
I
M H
1111.5X4 =3X4 =5X8 III1.5X4
30'2"
6'4"15 4'0"4 6'6"11
2
671
~ 2
6'7"1 13' 17'0"4 23'6"15
30'2"
Loading Criteria (psf)
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
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): 0.118 K 999 360
Loc R+ / R- / Rh
/ R. / U / RL
a 1265 /- /-
/726 /336 /227
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.218 K 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.057 1 - -
M 1265 /- /-
l726 /336 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.106 1 - -
Wind reactions based on
MWFRS
Building
g Code:
NCSCLL: 10.00
Mean Height: 15.00 fi
Creep Factor: 2.0
B Br Width = 8.0
9
Min R 1.5
eq =
Soffit: 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS 0.690
M Brg Width = 8.0
Min Req = 1.5
Load Dumtion: 1.25
BCDL: 4.0 pat
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.774
Bearings B & G are a rigid
surface.
Spacing: 24.0 "
C&C Dist a: 3,02 it
Rep Fac: Yes
Max Web CSI: 0.437
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A:B 56 0
E - F 924 -1468
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01 A.1209.1 I
Wind Duration: 1.60
WAVE
B-C 1048 -1933
C-D 928-1475
F-G 1049 -1933
G-H 56 0
Lumber
Top chord: 2x4 SP#2;
D-E 923 -1248
Bct chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces
Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
VIA al
B - L 1642 -801
J - I 1642 -781
Wind loads based on MWFRS with additional C&C
L-K 1-
1fx14 -779
member design.
K-J 1246 -512
46 12
Wind loading based on both gable and hip roof types.
Maximum Web Forces
Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
L -C 246 0
J-E 374 -15B
C - K 332 -454
J - F 334 -458
D- K 374 -130
F- 1 249 0
D-J 124 -122
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fallfdcating h %ing, shipping, inptalling and ti,ging., Refer to antl follow the latest edition
Com Saafety Information, byY PI $IC functions.
of BCSI (Building
vent an )for sate practices �rlor to ce orminp these Installers shall urowde temporsry
Unitaschord shall eve roper)Y a�tlacPleetltl ttructOral shehin antl bottom hord shall hav a pr Fly
brad g er BVSI., Unl ss ngtetl otherwi
,top
attacherQri id ceilingp shown o permanent lateral resireint of webs shahhave bmcing,nstalled per BCS�sections B3, Be7 or gy$,
licable. gqoonpTy face, Join, Details, Aefer
as ap places to each of iru55 and position as Shown above and on the unless noted otherwise.
drawi�igs 160A-Z'fbrstaward plate positions.
to
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
ttrue in gonformanI "with ANSVT 11, or for h tl11hg, shipping,, installation antl bracin of 1rus es; A eel on this tlrawin or raver il e
lissnn th15 drawing indicates acce fence of roe,ess'onal ennineering reso nslbil�ty Sol ly�for the 3esign s�iown. The sultabilil'y and use oTtfilI.
tlrawing for any s[ruc[ure is the resPponsibiliry of the �uiltlingUesign6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: All I— al ineitw.co- TPI: loins SBCA: sbcindust .com: ICC: iccsafe.o
: AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259617/ T73/SPEC
PIy:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 131.6 lbs
Truss Label: T36
/
... 02105/2021
ev
H
1
�,rcoe�-eree-f 1
Loading Criteria (psry
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI CriteriaMSXImUm
Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.283 D 720 360
Loc R+ / R- / Rh
/ R. / U / RL
B 870 /- /-
/505 /232 /249
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.540 D 378 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.135 D - -
O 830 /- /-
/364 /214 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.256 D - -
Wind reactions based on
MWFRS
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 fi
Creep Factor: 2.0
B Brg Width = 8.0
Min Req
Soffit 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS I: 0.449
O Brg Width = 4.0
Min Req = 1.5
Load Duration: 1.25
BCDL: 4.0 psf
MW FRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.979
Bearings B & O are a rigid
surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Fac: Varies by Ld Case
Max Web CSI: 0.417
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 56 -2.5
D - E 261 -489
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01A.1209.11
Wind Duration: 1.60
AVEyy
B-C 468 -1197
C-D 253 -751
E-F 551 -150
F -G 550 -167
Lumber
Top chord: 2x4 SP 2250f-19E;
BctMaximum
chord: 2x4 .9E;
Bot Chord Forces Per Ply (Ibs)
We 2; W8 2x
Webs: 2x4 SP#2; W82x4 SP 2250f-1.9E;
Chords Tens.Comp.
Chords Tens. Comp.
B - L 1005 -891
K - J 580 -339
Rt Bearing Leg: 2x6 SP #2;
Special Loads
L- K 1001 -691
J-1 121 -97
----(Lumber Dur.Fao. 1.25 / Plate Dur.Fac. 1.25)
TC: From 56 plf at -2.13 to 56 plI at 17.33
Maximum Web Forces
Per Ply (Ibs)
BC: From 4 plf at -2.13 to 4 pit at 0.00
Webs Tens.Comp.
Webs Tens. Comp.
BC: From 20 plf at 0.00 to 20 plf at 10.04
BC: From 70 plf at 10.04 to 70 plf at 15.12
L -C 238 -13
N-J 549 -745
BC: From 20 plf at 15.12 to 20 plf at 16.87
C - K 414 -491
N - H 383 -695
K-D 330 -8
J-H 1643 -846
Plating Notes
E-M 404 -994
H-O 196 -418
All plates are 1.5X4 except as noted.
F - M 335 -375
O - 1 196 -418
M-N 398 -715
G-H 755 -318
Wind
M -G 110 -413
G-O 790 -1022
Wind loads based on MW FRS with additional C&C
member design.
Right antl vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme ca[on!e n faf{dcatin0 h %in,, sh ying, in>;talling and brging., Refer to and follow the latest edition of BCSI (Building
Com nent Safety Informat, byY PI an $fOC ) for sae practices prior to a orming these functions. Installers shall urovide temporary
brad g er BVSI., Unl ss ngtetl otherwi ,top chord Shall aye roper)Y a�tlacp.ed ttructOral Shea hin antl bottom hord Shall hay a pr Fly
attacherQri id ceilingp Unitas shown or permanent lateral restraint of webs shahhave bmcing,nstalled per BCSfsections B3, Be7 or gy$,
as ap licable. gqoonnTy laces to each face, of truss and position as Shown above and on the Joint Details, unless noted otherwise. Aefer to
drawings 160A-Z'for standard plate positions.
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not, be responsible for any d0 'anon from this drawing, any failure to build the
ttrU$s in gonformance with ANSVT 11, or for h tlling, shipping,, installation antl bracin of 1rus es; A eal on this tlrawin or raver p e
lishnn this drawing indicates acce Lance of roe ufi,al ennmeermg reso nn. ilid sot In or the resign s�iown. The suitabilil'y and use c I.
tlrawing for any structure is the resPponsibiliry of the �uiltlingUe.,gn6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: Alpi- al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 2596141 T74/SPEC
PIy:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 110.6 lbs
Truss Label: T37
/ ... 02105/2021
t�.
5
59"1 10YY'a
15'a'4 1e1a'a
5'3"1 N-
5'2•,2
s X5 112X4
D E
=aF T
12
fi p /ax4�
to
2X5 I y
=ax46„a
A
EXI 1
K
111.SX4
H
_X0 =4X] 111.SX4
�2' 4711
5'1"5 95"
5'a'
15'5' 16'10'
a,
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Spead: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.225 D 907 360
Loc R+ / R- / Rh / R. / U / RL
B 870 /- /- /499 /232 /212
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.429 D 476 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.100 E - -
G 830 /- /- /341 /203 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.191 E - -
Wind reactions based on MWFRS
Building Code:
NCSCLL: 10.00
Mean Height: 15.00 fi
Creep Factor: 2.0
B Brg Width = 8.0 Min Req
Soffit: 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS 0.750
G Brg Width = 4.0 Min Roof = 1.5
Load Duation: 1.25
BCDL: 4.0 pat
MW FRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.824
Bearings B & G are a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 h
Rep Fac: Varies by Ld Case
Max Web CSI: 0.611
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 56 -25 D - E 418 -604
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01 A.1209.11
Wind Duration: 1.60
WAVE
B-C 581 -1183 E-F 386 -569
C -D 399 -781
Lumber
Top chord: 2x4 SP #2; T2 2x6 SP 2400f-2.OE;
Bct chord: 2x4 SP 2250f-1.9E;
Maximum Bot Chord Forces Per Ply (Ibs)
Webs: 2x4 SP#2;
Chords Tens.Comp. Chords Tens. Comp.
B - K 995 -755 J - I 601 -415
Rt Bearing Leg: 2x6 SP #2;
Special Loads
K-J 992 -755 1- H 35 -27
----(Lumber Dur.Fao. 1.25 / Plate Dur.Fac. 1.25)
TC: From 56 pIf at -2.13 to 56 pit at 17.33
Maximum Web Forces Per Ply (Ibs)
BC: From 4 pIf at -2.13 to 4 pit at 0.00
Webs Tens.Comp. Webs Tens. Comp.
BC: From 20 pIf at 0.00 to 20 pIf at 10.04
K - C 220 0 1 - F 1967 -1322
BC: From 70 pIf at 10.04 to 70 pIf at 15.12
BC: From 20 pIf at 15.12 to 20 pIf at 16.87
C - J 397 -438 G - H 164 -359
J-D 354 -38 F-G 767 -1151
Wind
E - I 1060 -1152
Wind loads based on MW FRS whh additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING
THE INSTALLERS
Trusses require extreme care in faf{dcating h %ing, sh ying, in>;talling and br,!gg., Refer
Com Saafety Information, byY PI $�CA) for
to antl follow the latest edition of BCSI (Building
functions.
vent an sa a practices rior to ce orminp these Installers shall urovide temporary
brad g er BVSI., Unl ss ngtetl otherwi chord shall eve roper)Y a�tlacP�eedd ttruotOral he h1n antl bottom hord shall hay a pr Fly
Unitas
,top
attache rigid ceillnpp shown o permanent lateral resireint of webs shahhave brecinp,nstalled per BCS�sections B3, Be7 or gy$,
linable. qkqogn fates face, Join, Details, f3efer
as ap y to each of truss and position as shown above and on the
tlrawl�igs 160A-Z'fbr standard plate positions.
unless noted otherwise. to
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
in gonformance with ANSVT 11, or for h tlling, shipping,, Installation antl bracln of 1rus es; A eel on this tlrawin or raver p e
't(ru$s
istinn this drawing. indicates acceptance of ro ess'onal ennlneering responslbillty SolElygfor the �esign s�iown. The suitabllll'y and use o��his
drEng for any sLcture is the responsibility of the �uie ngUeagner peP ANSUTPI 1 Sea2.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .com ICC: iccsafe.o AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259911 / T44/SPEC
PIy:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 112.0 Ibs
Truss Label: T38
/
... 02105/2021
8'10" 9T 16'10"8
1T "
8'10" 9"8
D-6
E -5X5
-4X7 F
T
2
6
-
-2
i m 1T
f3%8D
T
T
T-3X4(B1)a U 1111.SX8 N M 1111.5X4LK HI
1
f
1
_10'
A DP O
1.5 4 111.5X4
1T4"
1'T6 5"4 6'3"12 11" 56"4
1'1"1a
~28'11"12 9'11 15'S"4
18Ti
P2
A.
16'
Loading Criteria (pxq
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.273 O 749 360
Loc R+ / R- / Rh
/ R. / U / RL
B 782 /- /-
/489 /194 /177
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.498 O 409 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.106 L - -
G 644 /- /-
/326 /192 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.195 L - -
Wind reactions based on
MWFRS
Building Code:
NCSCLL: 10.00
Mean Height: 15.00 fi
Creep Factor: 2.0
B Brg Width = 8.0
Min Req = 1.5
Soffit: 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS 0.596
G Brg Width = 4.0
Min Req = 1.5
Load Dumtion: 1.25
BCDL: 4.0 pat
MWFRS Parallel Dist:0 to In
TPI Std: 2014
Max BC CSI: 0.555
Bearings B & G are a rigid
surface.
Spacing: 24.0 "
C&C Dist a: 3.00 h
Rep Fac: Yes
Max Web CSI: 0.679
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 56 0
D - E 854 -948
GCpi: 0.18
Plate Type(s):
VIEWVer:20.02.01A.1209.11
Wind Duration: 1.60
WAVE
B-C 478 -753
C -D 755-1063
E-F 753 -860
Lumber
Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Maximum Bot Chord Forces
Per Ply (Ibs)
Webs: 2x4 SP#2;
Chords Tens.Comp.
Chords Tens. Comp.
B C 545 6D0
M J 124 143
Rt Bearing Leg: 2x6 SP #2;
Plating Notes
C- P 759 -648
-
LK 0 0
AI are 3X4 except as noted.
C - O 0 0
J - H 152 -156
plates
P-N ✓G7 -791
K-I 13 -33
Purlins
N -M 906 -8D4
In lieu of structural panels use purlins to brace all flat TC
24• oc
Maximum Web Forces
Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
Wind
C - C -855
823 -670
Wind loads based on MWFRS with additional C&C
748
C- p 7qg -7g1
1 - K
J - K 23 0
member design.
D-N 423 -367
H-1 52 -3
Right antl vertical not exposed to wind pressure.
N - E 296 -145
G - H 122 0
Wind loading based on both gable and hip roof types.
E - M 577 -524
F - G 1411 -1119
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dcating h %ing, shipping, inptalling and brging., Refer to and follow the latest edition
Com Safety Information, byY PI $fC functions.
of BCSI (Building
vent an )for sate practices rior to ce orminp these Installers shall urovide temporary
Unitaschord shall aye roper)Y a�tlacpaetl ttructOral Shea hln antl bottom hord shall hay a pr Fly
brad g er BVSI., Unl ss ngtetl otherwi
,top
attacherQri id ceilinp shown orr permanent lateral restraint of webs shal�have bmcinp,nstalled per BCS�sections
linable. qkqogp Iates face, Join, Details,
B3, Be7 or gy$,
f3efer
as ap y to each of truss and position as shown above and on the unless noted otherwise.
tlrawi�igs 160A-Z'fbr standard plate positions.
to
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttr in gonformance with ANSVT 11, or for h tlling, shipping,, Installation antl bracln of 1rus es; A eal on this tlrawin or raver p e
tp
listinn this drawing indicates acce tance of ro ess'onal ennineering reso nslbil�ty Sol 1y or the �esign s�iown. The suitabilil'y and use OTC.
tlrawing for any structure is the resPponsibillry of the �uiltlingUeagn6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: AI I— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259914/ T81/SPEC
PIy:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 105.0 Ibs
Truss Label: T39
/
... 02/05/2021
6'10" 11'7"6 16'6'6
1
8'10' 25'8 4'11'
s" s
°=sxs
B�6X5
=4X7F
T
12
6�
T
f3X8°
to
1 N
T =y(q B1 B lilt X6
( ) N M 1111.SX4L
K H G3
10']'4
f
l 1
1
10'
A OP 1
1111. X4
1T
1T8 5"}. 8'3"12 2'11"0 %.4
�2
9"1
8'11"12 11'11" 16'6'4
16
A2
W
Loading Criteria (i
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioo Udefl U#
GravityNon-Graviry
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.279 O 719 360
Loc R+ / R- / Rh
/ R. / U / RL
B 772 /- /-
/471 /198 1141
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.510 O 393 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.123 L - -
G 629 /- /-
/308 /179 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.226 L - -
Wind reactions based on MWFRS
Building Code:
NCSCLL: 10.00
Mean Height: 15.00 fi
Creep Factor: 2.0
B Brg Width = 8.0
Min Req
Soffit: 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.577
G Brg Width = 3.5
Min Req = 1.5
Load Dumtion: 1.25
BCDL: 4.0 pat
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.543
Bearings B & G are a rigid
surface.
Spacing: 24.0 "
C&C Dist a: 3,00 h
Rep Fac: Yes
Max Web CSI: 0.289
Maximum Top Chord
Chords Tens.Comp.
Forces Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
A- B 56 0
D - E 751 -961
GCpi: 0.18
Plate Type(s):
VIEWVer:20.02.01A.1209.11
Wind Duration: 1.60
WAVE
B-C 493 -741
C -D 674-1011
E-F 735 -935
Lumber
Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E;
Bct chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Maximum Bot Chord Forces Per Ply (Ibs)
Webs: 2x4 SP#2;
Chords Tens.Comp.
Chords Tens. Comp.
Rt Bearing Leg: 2x6 SP #2;
B C 537 565
M-J 138 146
Plating Notes
C-P 711 -519
LK 0 0
AI plates are 3X4 except as noted.
C - O 0 0
P-N 847 -652
J - H 141 -140
K-1 0 -10
Purlins
N -M 990 -786
In lieu of structural panels use purlins to brace all flat TC
24" oC
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
Wind
C-C 901 -843
J -K 31 0
Wind loads based on MW FRS with additional C&C
C - p 738 -742
H - G 31 0
member design.
D-N 457 -236
G-1 31 0
Right antl vertical not exposed to wind pressure.
N - E 211 -176
F - H 94 0
Wintl loading based on both gable and hip roof types.
-
E - M 399 429
F - G 641 -681
M - F 887 -655
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trussesrequire extreme care in fal{dcatin� h ndling, shipping, in>;[alling and bracing., Refer [o antl follow the latest etlition
Com nent Safety Information, byY PI an $fC )for sate practices rior to ce orminp these functions. Installers shall urovide
of BCSI (Building
temporary
bra.'g er BVSI., Unl ss ngtetl otherwi ,top chord shall eve roper)Y a�tlacP�eetltl ttructOral Shea h1n antl bottom hord shall
id I!ocations lateral bmcing,nstalled BCS�sections
hay a pr Fly
B3, Be7 ��$,
attacherQri ceillnpp shownr permanent restraint of webs shahhave per or
as ap licable. gqooppiy )etas to each face, of truss and position as Shown above and on the Join, Details, unless noted otherwise. fiefer to
drawi�igs 160A-Z'fbr standard plate positions.
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h tlling, shipping,, Installation antl bracln of 1rus es; A eel on this tlrawin or raver p e
Iistinn this drawing indicates acce fence of ro ess'onal ennineering reso nslbility sol ly or the �esign s�iown. The suitabilil'y and use Nis
tlrawing for any structure is the resPponsibillry of the �uildingUeaign6r paP ANSUTPI 1 Sgea2.
For more information see these web sites: Alpi— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEQN: 259947/ T62/SPEC
Ply: 2
Job Number: 21-0061
FROM:
Oty: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt 232.4 Ibs
Truss Label: T40
/
... 02/05/2021
7' 10'8" 13'9"
16'6"8 17'
T 3'8" 3'7^
=4X4
D=4X7 E
T 2
T
6 (
E-5X5 =5X8
T
;3X10C
o -
T =3X4(B7)B 2X6 P O
N ML KI H3X3
f
1 1113X6 =3X8
=4X5
A SR O
=4X4
17'
2, 1'6� 34"8 3'6"4
1'4"12
1'6"4 2' " 7'1"12 10'6"4 14'0"6
15'S"4 1 "6
6"
'2 2
9"12 5"
11�6'"31' 1
Loading Criteria (psf)
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udell U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.156 Q 999 360
Loc R+ / R- / Rh
/ R. / U / RL
B 1650 /- /-
/- /459 /-
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.288 O 697 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.088 1 -
-
H 1575 /- /-
/- /411 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.163 1 -
-
Wind reactions based on
MWFRS
Building
g Code:
NCSCLL: 0.00
Mean Height: 15.00 fi
Creep Factor: 2.0
B Br Width = 8.0
9
Min R 1.5
eq =
Soffit; 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.682
H Brg Width = 3.5
Min Req = 1.5
Load Dumtion: 1.25
BCDL: 4.0 pat
MW FRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.449
Bearings B & H are a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3,00 h
Rep Fac: Varies by Ld Case
Max Web CSI: 0.372
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Iba)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 28 -13
D - E 360 -1374
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01 A.1209.11
Wind Duration: 1.60
WAVE
B-C 290 -1086
C -D 465 -1747
E-F 397 -1503
F-G 435 -1714
Lumber Wind
Top chord: 2x4 SP #2; Wind loads and reactions based on MW FRS.
Sot chord: 2x4 SP #2; B2 2x6 SP 2400f-2.OE; Right end vertical not exposed to wind pressure.
Webs: 2x4 SP #2;
Maximum But Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Rt Bearing Leg: 2x6 SP #2; Wind loading based on both gable and hip roof types.
B-S 868 -231
O-N 1854 -477
Nailnote
C-R 1219 -321
N -K 211 -58
Nail Schedule:0.128"x3", min. nails
S- O 0 0
R-P 1549 -404
M- L 0 0
L-J 5 -1
Top Chord:I Row 012.00"o.c.
Bot Chord: 1 Row @11.25" o.c.
P - O 1594 -415
K - I 206 -56
Webs :1 Row C@ 4"o.c.
Use equal spacing between rows and stagger nails
Maximum Web Forces
Per Ply (Ibs)
in each row to avoid splitting.
Webs Tens.Comp.
Webs Tens. Comp.
C - S 382 -1419
N - G 1646 -413
Special Loads
-----(Lumber Dur.Fao. 1.25/Plate Dur.Fac. 1.25)
S-R 1204 -310
K-L 14 0
TC: From 56 pIf at -2.13 to 56 pit at 5.02
D - P 806 -187
I - H 4 0
TC: From 28 pIf at 5.02 to 28 pit at 13.75
D - O 68 -Z75
H - J 4 0
TC: From 56 pIf at 13.75 to 56 pIf at 17.00
O - E 634 -157
G -1 52 -7
BC: From 4 pIf at -2.13 to 4 pit at 0.00
O- F 132 -545
G - H 204 -777
BC: From 20 plat 0.00 to 20 pIf at 5.02
F - N 164 -549
BC: From 10 pIf at 5.02 to top at 12.65
BC: From 20 pIf at 12.65 to 20 pIf at 16.54
BC: 604 lb Conc. Load at 5,02,12.65
BC: 3141b Conc. Load at 6.83,10.83
BC: 308 lb Conc. Load at 8.83
Plating Notes
All plates are 1.5X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat TC
24" oc.
""WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{ricatin� h %in,, shipping, inp[alling and bracing., Refer [o and follow the latest
Coro Saafety Information, byY PI $fOC for functions.
edition of BCSI (Building
nent an ) sate practices �rlor to ce orminp these Installers shall umvide temporary
Unitaschord shall eve roper)Y a�tlacPleetltl ttmctOral shehin antl bottom holdshall hay a pr Fly
brad g er BVSI., Unl es ngtetl otherwi
,top
attacheti'rigid ceilingp shown o permanent lateral restraint of webs shal%5e bmcinp,nstalled per BCS�sections B3, Be7 or gy$,
linable. qkqogp face, Join, Details, f3efer
as ap y pIates to each of truss and position as shown above and on the unless noted
tlrawi�igs 160A-Z'fbrstaward plate positions.
otherwise. to
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h tlllhg, shipping,, installation antl bracin of 1rus es; A eel on this tlrawin or raver p e
lisimn this drawing indicates acce fence of pro ess'onal ennineering reso nslbil�ty Sol ly, the �esign s�iown. The
tlrawing for any structure is the resPponsibility of the �uiltlingUesign6r peP ANSUTPI 1 Sgec.2.
suitabilil'y and use o�ttttls
For more information see these web sites: AI in al ineitw.co- TPI: t inst.or , SBCA: sbcindust .com ICC: iccsafe.o AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEON:259917/T63/HIPM Ply:1 I Job Number: 21-0061
FROM: Oty: 2 1 /A GREAT HOME //OLIVA MODEL G-LEFT D.
Wgt 36.4 Ibs Truss Label: T41 / ... 02/05/2021
T
3X4(B1)
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Sid: ASCE 7-16
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
Des Ld: 37.00 EXP. B KA: NA
Mean Height: 15.00 fi
NCBCLL: 10.00 TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bet chord: 2x4 SP #2;
Webs: 2x4 SP #2; WI 2x4 SP 2250f-1.9E;
Special Loads
-----(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25)
TC: From 56 plf at 0.00 to 56 plI at 7.00
BC: From 20 plf at 0.00 to 20 plf at 7.00
TC: 264 lb Cone. Load at 4.99
BC: 2191b Conc. Load at 4.99
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
3'6"4 4'11"8 T
4
C�4X4
,2 T
0
6 � 1111.5X4B
I
{ 11
A SSXS =4X4 E
T
3'118
3'0"8
3'11"8
T
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in Ice Udefl U#
Gravity
Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.062 F 999 360
Loc R+ / R- / Rh
/ R. / U / RL
Lu: NA Cs: NA
VERT(CL): 0.116 F 713 240
A 408 /- /-
/- /101 /-
Snow Duration: NA
HORZ(LL): 0.039 E - -
E 604 /- /-
/- /146 /-
HORZ(TL): 0.073 E - -
Wind reactions based on
MWFRS
Building Code:
Creep Factor: 2.0
A Brg Width = 8.0
Min Req = 1.5
FBC 7th Ed. 2020 Res.
Max TC CS 0.350
E Brg Width = -
Min Req = -
iPl Std: 2014
Max BC CSI: 0.660
Bearing A is a rigid surface.
Rep Fee: Varies by Ld Case
Max Web CSI: 0.536
Maximum Top Chord Forces
Per Ply (Ibs)
FT/RT:20(0)15(0)
Mfg Specified Camber:
Chords Tens.Comp.
Chords Tens. Comp.
Plate Type(s):
A-B 150 -551
C-D 2 -15
VIEW Ver. 20.02.01A.1209.11
B-C 238-1127
Hangers / Ties
Simpson Construction Hardware is specified based on
the most current information provided by Simpson
Strong -Tie. Please refer to the most recent Simpson
Strong -Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different connections
than indicated. Refer to manufacturer publication for
additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of the
supporting chord from any unsupported end, unless
unsupported chord end has 85%plating coverage.
Bearing at location x=67 uses the following
support conditions: 67
Bearing E (67, 11') HUS26
Supporting Member: (2)2x6 SP 2400f-2.0E
(14) 0.148"x3" nails into supporting
member,
(4) 0.148"x3" nails into supported
member.
(J) Hanger Support Required, by others
as snown aoove and on
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-H 433 -110 H-F 0 0
G - E 533 -152
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B-G 116 -291 C-E 196 -669
G-H 79 0 D-E 32 -63
G-C 714 .147
from this drawing, any failure to build the
;I A eat on this drawin or cover p e
;ign s�iown. The suitabilil'y and use o��his
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN:259944/T56/COMN
Ply:1
Job Number: 21-0061
FROM:
Cry: 2
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt 60.2 Ibs
Truss Label: T42
/ ... 02/05/2021
4 4 5.4" a'8"
} 1'11"12 {
III 1.5X4 T
03X4 E
12 C_4X7
,
T
=3X4(B1) B =5X8 =4X G 11T
i
1
LL KK I,1H
A 1111.SX4 -All 1111.SX4
�2,
Loading Criteria (i
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Spead: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.025 H 999 360
Loc R+ / R- / Rh / R. / U / RL
B 491 /- /- /- /196 /-
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.045 H 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.008 G - -
G 314 /- /- /- /85 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.015 G - -
Wind reactions based on MWFRS
Building Code:
NCSCLL: 10.00
Mean Height: 15.00 fi
Creep Factor: 2.0
B Brg Width = 8.0 Min Req = 1.5
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 pat
FBC 7th Ed. 2020 Res.
Max TC CS 0.321
G Brg Width = - Min Req = -
Load Dumtion: 1.25
MWFRS Parallel Dist:0 to In
TPI Std: 2014
Max BC CSI: 0.246
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 h
Rep Fac: Varies by Ld Case
Max Web CSI: 0.175
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
A- B 56 -27 D - E 259 -850
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01A.1209.11
Wind Duration: 1.60
WAVE
B-C 141 -376 E-F 35 -50
C -D 157 -524
Lumber
Top chord: 2x4 SP
chord: 2x4 SP #2;
2;
Maximum Bot Chord Forces Per Ply (Ibs)
Webs: 2x4 SP#2;
Chords Tens.Comp. Chords Tens. Comp.
B - L 276 -97 1 - G 771 -233
Special Loads
-----(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25)
L- K 292 J - H 0 0
K J 35 -10
TC: From 56 pIf at -2.13 to 56 pit at 8.67
BC: From 4 pIf at -2.13 to 4 pit at 0.00
BC: From 20 pIf at 0.00 to 20 pit at 8.44
Maximum Web Forces Per Ply (Ibs)
BC: From 24 pIf at 8.44 to 24 pit at 8.67
Webs Tens.Comp. Webs Tens. Comp.
TC: -9Ib Conc. Load at 1.69
BC: 33 It, Conc. Load at 1.69
C - L 39 -3 - J 60 0
C-K 304 -79 I-E 429 -89
Hangers/Ties
K-D 157 -460 E -G 241 -798
(J) Hanger Support Required, by others
K-I 638 -194 F-G 44 -87
D-I 160 -47
Purlins
In lieu of structural panels use purlins to brace all flat TO
24" oo.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
rus require extreme care in fal{dcatin� h ndling, shipping, inp[alling and bracing., Refer [o antl follow the latest etlition
Trusses
Com nent Safety Information, byY TPI an $IC )for sate practices �rlor to ce orminp these functions. Installers shall urowde
of BCSI (Building
temporary
brad g er BVSI., Unl SS ngtetl otherwi ,top chord shall aye roper)Y a�tlacPleetltl ttructOral Shea hin antl bottom hord shall hay a pr Fly
attacherQrigid ceilingp I!ocahons shownr permanent lateral restraint of webs shahhave bmcinp,nstalled per BCS�sections B3, Be7 or ��$,
as ap Iicable. gqoonpTy tales l0 each face, of truss and position as Shown above and on the Join, Details, unless noted othefwise.
drawi�igs 160A-Z'fbr standard plate positions.
f3efer to
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracm of 1rus es; A eat on this tlrawin or raver p e
Iistmn this drawing indicates acce lance of roe ufial ennmeermg reso nslbil�ty Sol lygfor the �esign s�iown. The suitabilil'y and use o�t1t11s
1 Sgea2.
tlrawing for any structure is the resPponsibiliry of the �uiId ngUeaign6r paP ANSUTPis.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEON:259923/T65/COMN
Ply:1
Job Number: 21-0061
FROM:
Oty: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 53.2 lbs
Truss Label: T43
/
... 02/05/2021
NE 5'4"4 8'8"
r 38"4 + 7.8" { 3'3"12 1
j
TII 1111.SX4 E
I
C=405X5
T 12
6 p
a
i1ll
11'
=3X4(B1) B =5X8 =6X6F
-
T
i 1 10'
1 H G
A =3X4 III1.5X4
3'11"12
~r
5T128
3'17^12 5'7'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.021 G 999 360
Loc R+ / R- / Rh
/ R. / U / RL
a 471 /- /-
/309 /106 /156
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.038 G 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.008 F - -
F 308 /- /-
/194 /103 /-
Des Ld: 37.00
EXP. B g: NA
HORZ(TL): 0.015 F - -
Wind reactions based on
MWFRS
Building
g Code:
NCSCLL: 10.00
Mean Height: 15.00 fi
TCDL: 4.0 psf
Creep Factor: 2.0
B Br Width = 8.0
9
Min R 1.5
eq =
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS 0.464
F Brg Width = -
Bearing B is
Min Req = -
Load Dumtion: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.232
a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.163
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Iba)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 56 0
C - D 719 -706
GCpi: 0.18
Plate Type(s):
VIEWVer:20.02.01A.1209.1 I
Wind Duration: 1.60
WAVE
B-C 223 -382
D-E 35 -82
Lumber
Top chord: 2x4 SP #2;
Maximum Bot Chord Forces
Per Ply (Ibs)
Sot chord: 2x4 SP #2;
Chords Tens.Comp.
Chords Tens. Comp.
B-J 286 -398
I-G 0 0
Webs: 2x4 SP#2;
Hangers/Ties
J-I 25 -31
H-F 733 -887
(J) Hanger Support Required, by others
Maximum Web Forces
Per Ply (Ibs)
Purlins
Webs Tens.Comp.
Webs Tens. Comp.
C - J 373 -193
H - D 139 -95
In lieu of structural panels use purlins to brace all flat TC
24" oc.
C - H 505 -599
D - F 924 -762
Wind
J -H 320 -431
H-1 28 -32
E-F 166 -88
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
"`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
e in fal{dcatin0 h %in,, shipping, in>;talling and brging., Refer to and follow the latest edition of BCSI (Building
Trusses require extreme ca[on!
Com nent Safety Information, byY PI an $fOC ) for sate practices �rlor to a orming these functions. Installers shall urovide temporary
brad g er BVSI., Unl ss ngtetl otherwi ,top chord shall aye roper)Y a�tlacp.ed ttructOral Shea hin antl bottom hord shall hay a pr Fly
attacherQri id ceilingp Unitas
shown orr permanent lateral restraint of webs shal?have bmcinp,nstalled per BCS�sections B3, Be7 or gy$,
as ap licable. qkqogp y Iates to each face, of truss and position as shown above and on the Join, Details, unless noted otherwise. f3efer to
drawi�igs 160A-Z'fbr standard plate positions.
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttr in gonformance with ANSVT 11, or for h tlllhg, shipping,, installation antl bracin of 1rus es; A eat on this tlrawin or raver p e
is
lissnn this drawing indicates acce tance of pro ess'onal ennineering reso nslbility Sol 1y or the �esign s�iown. The suitabilil'y and use OTC.
tlrawing for any s[ructur is the resPponsibility of the �uiltlingUeagn6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEON: 259953 / T24 / COMN
Ply: 1
Job Number: 21-0061
♦ Maximum Reactions (Ibs)
FROM:
Cry: 11
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Gravity Non -Gravity
Wgt 112.0 Ibs
Truss Label: T44
/ ... 02/05/2021
Loo R+ / R- / Rh / R. / U / RL
B 1381 /- /- /594 /272 1213
an'e 11'11' 1T9'7 29'10'
J 1381 /594 /272 /-
a'0'9 5'107 5'10'7 6'0'9
Wind reactions based on MWFRS
B Brg Width=8.0 Min Req=1.5
J Brg Widih=8.0 Min Req=1.5
D-4X4
Bearings B & F are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 56 -25 D - E 758 -2074
12
B - C 763 -2253 E . F 762 -2242
B M1.5X4D E01.5X4
C-D 759 -2086 F.G 56 -25
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B- I 1924 -550 H- F 1914 -530
-4X5(B2) B F-4X5(B2)
�e �t0'
A G
I-H 1352 -267
I H
=3x4 -5X6
Maximum Web Forces Per Ply (Iba)
Webs Tens.Comp. Webs Tens. Comp.
C -1 311 -237 D - H 854 -220
2310"
I-D 876 -219 H-E 310 -234
2 2,
8' 15'10" 23'10"
Loading Criteria (psi)
Wind Criteria
Snow Criteria
Building Code:
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16 Speed: 160 mph
(Pg,Pf in PSF)
FBC 7th Ed. 2020 Res.
PP Deflection in loc Udell U#
TCDL: 7.00
Enclosure: Closed Risk Category: II
Pg: NA Ct: NA
TPI Std: 2014
VERT(LL): 0.090 H 999 360 Max TC CSI: 0.496
SCLL: 0.00
TCDL: 4.0 last BCDL: 4.0 psf EXP: B
Pf: NA
Rep Fac: Varies by Ld Case
VERT(CL): 0.181 H 999 240 Maz BC CSI: 0.786
BCDL: 10.00
Mean Height: 15.00 ft Kzt: NA
MW FRS Parallel Dist: 0 to h/2
CAT: NA Ce: NA
FT/RT:20(0)15(0)
HORZ(LL): 0.041 H - - Max Web CSI: 0.208
Des Ld:37.00
C&C Dist a: 3.00 ft
Lu: NA Cs: NA
Plate Type:
HORZ(TL): 0.082 H - - Creep Factor: 2.0
NCBCLL: 10.00 Soffit: 2.00
Loo. from endwall: Any
Snow Duration: NA
WAVE
Mfg Specified Camber:
Load Duration: 1.25
GCpi: 0.18
VIEWVer: 20.02.01A.1209.11
Spacing: 24.0"
Wind Duration: 1.60
Lumber Wind
Top chord: 2x4 SP 2250f-1.9E; Wind loads based on MWFRS with additional C&C member
Bot chord: 2x4 SP 2700f-2.2E; design.
B2 2x4 SP 2250f-1.9E; Wind loading based on both gable and hip roof types.
Webs: 2x4 SP #2;
Special Loads
----(Lumber DunFac. 1.25 / Plate Dur.Fac. 1.25)
TC: From 56 pif at -2.13 to 56 pif at 25.96
BC: From 4 pif at -2.13 to 4 pif at 0.00
BC: From 20 pif at 0.00 to 20 pif at 8.18
BC: From 100 plat 8.18 to 100 pif at 15.66
BC: From 20 pif at 15.66 to 20 pif at 23.83
BC: From 4 pif at 23.83 to 4 pif at 25.96
PLB: From 40 pif at 10.51 to 40 pif at 13.32
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses rreeqquire extreme care in f dcatinsa handling, 5hi ng, installing and bracing._ Refer to and follow the latest edition of BCSI (Building
ComponenCB4afety Information, b)t PI land of pmchces prior to these funcaons. Installers ll temporary
top h)for �ertorming
��wtle
bracinggg per CSI. Unless noted o herwise, top chord s art ave proper)v attac ed structural sheathing and bottom c o s have a properly
attach@,d ri id ceiling Lgoations shown for permanent lateral resirahnt of wgbs Shall hav bracing nstalled p0r BCSI 5 lions B3, B7 or 610,
as slap icabi a AppTyy pprates to each face o1 truss antl position as sown above and on tt%b,loinrDetails, unless noted otherwise. kefer to
drawings 160A-Z fUi`standard plate positions.
Alpine, a division of ITW Buildinnp Components Group Inc. shall not be responsible for any deviation from this drawing, anlyifailure to build the
truss m gonformance wbh ANSI/fPl 1, or for handling, Shipping,. installation and bracinpof trusses; A Seal on this dra no or cever gape
listing this drawin indicates accep[an of pr f ssi n I en me9ring res nsibilIttyy sol ly for the design shown. The suitability and use of Ihis
,
drawing for any s�rilcture is the responsi�iility o�t�ia �ui�ding�esigner perANSVTPI 1 S$ec.2.
For more information see these web sites: Alpine, al ineitw.com; TPI: t instor : SBCA: sbcindust .com; ICC: iccsafe.or ; AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.odffactory.com
SECN: 259957/ T23/HIPS
PIy:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 134.4 Ibs
Truss Label: T45
/ ... 02/05/2021
5'8'13 11' 12'10" 18'1"3
23'10"
5'8.13"3
t3
D=4X4 E
TI
TI
2
8 KC F�3X4
-
-3X5(82) B
G-3X5(62)
A L K J
�10'
M H
1111.5X4 -3X8 -5X5 1111.5X4
23'10"
2,1 5'7'1 I 5'fi"11 14 5'4"15
57 1 2,
ST1 11'1"12 12'10" [8'2"15
23'70-
Loading Criteria (psf)
Wind Criteria
Some Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.075 J 999 360
Loc R+ / R- / Rh / R. / U / RL
a 1026 /- /- /596 /273 /201
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.137 J 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.037 1 - -
M 1026 /- /- /596 /273 /-
Des Ld: 37.00
EXP: B Kri: NA
HORZ L : 0.067 1 - -
R )
Wind reactions based on MWFRS
Building Code:
NCSCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
B Brg Width = 8.0 Min Req
Soffit: 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS I: 0.552
M Brg Width = 8.0 Min Req = 1.5
Load Dumtion: 1.25
BCDL: 4.0 pat
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.708
Bearings B & G are a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.248
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A:B 56 0 E - F 706 -1093
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01 A.1209.1 I
Wind Duration: 1.60
WAVE
B-C 790 -1461 F-G 791 -1462
C-D 704-1088 G-H 56 0
Lumber
Top chord: 2x4 SP #2;
D - E 705 -920
Sot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Purlins
B - L 1232 -582 J - I 1230 -564
L- K 1230 -584 - G 1232 -562
In lieu of atpanels use purlins to brace all flat TC
@ 24" oc.
K-J 917 -330
Wind
Wind loads based on MW FRS with additional C&C
Maximum Web Forces Per Ply (Ibs)
member design.
Webs Tens.Comp. Webs Tens. Comp.
L - C 204 0 E - J 289 -117
Wind loading based on both gable and hip roof types.
C - K 275 -383 J - F 274 -362
D- K 278 -152 F- I 204 0
K-E 118 -109
'"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
e in fal{dcating h %ing, shipping, inptalling and bra�ring., Refer to and follow the latest edition
Trusses require extreme ca[on!
Com Safety Information, byY PI $f C for functions.
of BCSI (Building
nent an ) sate practices �rlor to a orming these Installers shall urovide temporary
brad g er BVSI., Unl ss ngtetl otherwi
Unitaschord shall eve roper)Y a�tlaoPleedd ttructOral Shea hin antl bottom hord shall hay a pr Fly
,top
attach id ceilingp shown orr permanent lateral res�raint of webs shal�have bmcinp,nstalled per BCS�sections B3, Be7 or gy$,
Iioable. q,opr laces face, Join, Details, Aefer
as ap t0 each of iru55 and position as Shown above and on the unless noted otherwise.
tlrawi�igs 160A-Z'fbr standard plate positions.
to
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'ation from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracin of 1rus es; A eel on this tlrawin or raver p e
Iissnn ihl5 drawing indicates acce fence of roess'onal ennineering reso nslbil�ty Sol lygfor the �esign s�iown. The sultabilil'y and use o�tfills
tlrawing for any s[ruc[ure is the ra P nabiliry of the �uild ngUesign6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: All ine: al ineitw.co- TPI: t inst.or SBCA: sbcindust .com ICC: iccsafe.o
: AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259730 / T51/HIPS
PIy:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 159.6 lbs
Truss Label: T5
/
... 02/05/2021
s'o^s m'o^a 1s' zors zsrz
3oz'
s'0"5 4'11'14 4'11"12 s'1"5 5'0'12
4'11"14
Ea-' F%3X4
2
6
\1.5X4C
G%,X5
m
=4X4(B1)B
H=4X4(B1)
A
L K J
�10
M
=3X4 =5X8 =3X4
30'2'
7'75 14'10'15
7T9
2, I
]']"9 22'67
2,
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity
Nor -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.123 K 999 360
Lorc R+ / R- / Rh
/ R. / U / RL
B 1265 /- /-
/723 /333 /255
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.227 K 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.057 J - -
M 1265 /- /-
l723 /333 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.105 J - -
Wind reactions based on
MWFRS
Building
g Code:
NCSCLL: 10.00
Mean Height: 15.00 fi
Creep Factor: 2.0
B Br Width = 8.0
9
Min R 1.5
eq =
Soffit: 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS 0.685
M Brg Width = , 0
Min Req = 1.5
Load Dumtion: 1.25
BCDL: 4.0 pat
MW FRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.791
Bearings B & H are a rigid
surface.
Spacing: 24.0 "
C&C Dist a: 3,02 it
Rep Fac: Yes
Max Web CSI: 0.479
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A:B 56 0
E - F 829 -1303
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01 A.1209.1 I
Wind Duration: 1.60
WAVE
B-C 1004 -1946
C-D 959-1771
F-G 958 -1770
G-H 1002 -1945
Lumber
Top chord: 2x4 SP#2;
D-E 829 -1302
H-I 56 0
Sot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces
Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
Wind
B - L 1429 -761
K - J 1-565
Wind loads based on MW FRS with additional C&C
L-K 1429 -585
J-H 1659 59 -739
member design.
Wind loading based on both gable and hip roof types.
Maximum Web Forces
Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
C-L 212 -176
K -F 366 -465
L-D 342 -66
F-J 342 -65
D-K 363 -464
J-G 209 -174
E-K 836 -455
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fallfricating h %ing, shipping, in>;talling and to,ging., Refer to and follow the latest edition
Com nent Safety Information, byY PI an $f C ) for sate practices rlor to a orming these functions. Installers shall urovide
of BCSI (Building
temporsry
brad g er BVSI., Unitas ngtetl otherwi ,top chord shall eve roper)Y a�tlaoPleedd ttructOral Shea hln antl bottom hord shall
id I!ocations lateral bmcing,nstalled BCS�sections
hav a pr Fly
B3, Be7 ��$,
attached ceillnpp shown r permanent resiraint of webs shahhave per or
as ap linable. gqooppTy laces to each face, of truss and position "shown above and on the Join, Details, unless noted otherwise. fiefer to
tlrawi�igs 160A-Z'fbr standard plate positions.
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
tru$s in gonformance with ANSVT 11, or for h tlllhg, shipping,, Installailon antl bracln of 1rus es; A eel on this tlrawin or raver p e
listens thl5 drawing indicates acce fence of roe Ufial ennineerin reso nslbil�ty Sol ly�for the �esign s�iown. The sultabilil'y and use o�ttills
tlrawing for any s[ruc[ure is the ra ponsibiliry of the �uiId ngUeaign6r paP ANSUTPI 1 Sgea2.
For more information see these web sites: Alpi— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 2599611 T22/HIPS
PIy:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 124.6 Ibs
Truss Label: T46
/
... 02/05/2021
4'7'1 9' 14'10" 19'2"15
23'10"
-i
r 4'7'1 } 4'4"15 } 5'10" } 4'4.15
} 4'7"1
-4X5
D=4X7 E
T
12
T
6 � %1.5%4C
F01.5X4
-3X5(132) B
Gm 3X5(B2)
A J I
H
-3X4 =5X8
23'10"
2 9'1"12
,�
2.
9' } 14'8"4 } 23'10"
}�
Loading Criteria (psf)
Wind Criteria
Some Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.071 J 999 360
Loc R+ / R- / Rh
/ R. / U / RL
B 1026 /- /-
/595 /275 /174
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.130 J 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.034 1 - -
K 1026 /- /-
/595 /275 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.062 1 - -
Wind reactions based on
MWFRS
Building
g Code:
NCSCLL: 10.00
Mean Height: 15.00 fi
TCDL: 4.0 psf
Creep Factor: 2.0
B Br Width = 8.0
9
Min R 1.5
eq =
Soffit: 2.00
BCDL: 4.0 pat
FBC 7th Ed. 2020 Res.
Max TC CS 0.516
K Brg Width = 8.0
Bearings
Min Roof = 1.5
Load Dumtion: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.712
B & G are a rigid
surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.089
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A:B 56 0
E - F 847 -1228
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01 A.1209.1 I
Wind Duration: 1.60
WAVE
B-C 956 -1447
C-D 848-1233
F-G 958 -1446
G-H 56 0
Lumber
Top chord: 2x4 SP #2;
D - E 893 -1064
Sot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces
Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
Purlins
In lieu of structural panels use purlins to brace all flat TC
B -J 1223 -732
1- G 1222 -713
24" oc.
J - I 1062 -538
Wind
Maximum Web Forces
Per Ply (Ibs)
Wind loads based on MWFRS with additional C&C
Webs Tens.Comp.
Webs Tens. Comp.
C-J 221 -184-E
318 -46
member design.
Wind loading based on both gable and hip roof types.
D - J 317 -34
- F 223 -186
D-I 84 -82
""WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
e in fal{dcating h %ing, shipping, in>;talling and bra�ring., Refer to antl follow the latest edition of BCSI (Building
Trusses require extreme ca[on!
Com nent Saafety Information, byY PI an $fC ) for sate practices �rlor to ce orminp these functions. Installers shall urovide temporary
hay
brad g er BVSI., Unl SS ngtetl otherwi ,top chord shall eve roper)Y a�tlacPleedd ttructOral he hin antl bottom hord shall a pr Fly
attacherQri id ceilingp Unitas
shown o permanent lateral restraint of webs shal?have bmcinp,nstalled per BCS�sections B3, Be7 or gy$,
as ap licable. gqoonpTy p)etas t0 each face, of truss and position as Shown above and on the Join, Details, unless noted otherwise.
drawi�igs 160A-Z'fbrstaward plate positions.
Aefer to
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h oilhg, shipping,, installation antl bracin of 1rus es; A eel on this tlrawin or raver p e
Iisimn this drawing. indicates acceptance of roe¢ss'onal ennineering responslbil�ty SolEly�for the �esign s�iown. The suitabilil'y and use o�tttlls
dr5ng for any sLcture is the responsibility of the �uie ngUeagner peP ANSUTPI 1 Sea2.
For more information see these web sites: Alpi— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .com ICC: iccsafe.o
AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 2599651 T70/HIPS
PIy:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 120.4 lbs
Truss Label: T47
/
... 02/05/2021
i 11'11' 1fi'10" 23'10" _
85X8 1111.5X4 -5X8
C D E
T 12
T
=5X8(B2) B F-5X8(B2)
1I
A J H
�10'
G
III1.5X4 mvs 1111.5X4
1III
23'10"
2 T1"12 T1"12
2,
T1"12 { 11'11" { 1fi'8"4 { 23110..
{�
Loading Criteria (psf)
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Cc: NA
VERT(LL): 0.194 D 999 360
Loc R+ / R- / Rh
/ R. / U / RL
B 2288 /- /-
/- /660 /-
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.356 D 797 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.082 H - -
K 2288 /- /-
/- /660 /-
Des Lot: 37.00
EXP. B Kri. NA
HORZ(TL): 0.151 H - -
Wind reactions based on
MWFRS
Building
g Code:
NCSCLL: 10.00
Mean Height: 15.00 fit
Creep Factor: 2.0
B Br Width = 8.0
9
Min R 1.9
eq =
Soffit: 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS 0.734
K Brg Width = 8.0
Min Req
Load Dumtion: 1.25
BCDL: 4.0 pat
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.927
Bearings B & F are a rigid
surface.
Spacing: 24.0 "
C&C Dist a: 3,00 h
Rep Fac: Varies by Ld Case
Max Web CSI: 0.205
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 56 -27
D - E 1193 -4209
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01 A.1209.11
Wind Duration: 1.60
WAVE
B-C 1130 -3995
C -D 1193 -4209
E-F 1130 -3995
F-G 56 -27
Lumber
Top chord: 2x4 SP 2250f-1
Bct 9E;
chord: 2x4 SP 2250E-1.9E;
Maximum Bot Chord Forces
Per Ply (Ibs)
We
Webs: 2x4 SP#2;
Chords Tens.Comp.
Chords Tens. Comp.
Lt Wedge: 2x4 SP#2;Rt Wedge: 2x4 SP#2;
B-J 3463 -961
I-H 3483 -957
Special Loads
J-1 3483 -957
H - F 3463 -961
----(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25)
TC: From 56 pIf at -2.13 to 56 pit at 7.00
Maximum Web Forces
Per Ply (Ibs)
TC: From 28 pIf at 7.00 to 28 pit at 16.83
Webs Tens.Comp.
Webs Tens. Comp.
TC: From 56 pIf at 16.83 to 56 pIf at 25.96
C - J 512 0
I - E 910 -295
BC: From 4 pIf at -2.13 to 4 pit at 0.00
BC: From 20 pIf at 0.00 to 20 pIf at 7.03
C -1 910 -295
H - E 512 0
BC: From 10 pIf at 7.03 to 10 pIf at 16.80
D - I 382 -640
BC: From 20 pIf at 16.80 to 20 pIf at 23.83
BC: From 4 pIf at 23.83 to 4 pit at 25.96
TC: 4091b Conc. Load at 7.03,16.80
TO: 168 lb Conc. Load at 9.06,11.06,12.77,14.77
BC: 4441b Con,. Load at 7.03,16.80
BC: 1291b Conc. Load at 9.06,11.06,12.77,14.77
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{ricatin� h %ing, shipping, inp[alling and bracing., Refer to and follow the latest edition of BCSI (Building
Com nent Safety Information, byY PI an $fC )for sate practices �rlor to ce orminp these functions. Installers shall urowde temporary
Unitas
brad g er BVSI., Unl ss ngtetl otherwi ,top chord shall eve roper)Y a�tlacpaetl ttructOral Shea hin antl bottom hord shall hay a pr Fly
id orr lateral bmcinp,nstalled BCS�sections B3, Be7 gy$,
attacherQri ceilingp shown permanent restraint of webs shalli aye per or
as ap linable. qkqogn y fates to each face, of truss and position as shown above and on the Join, Details, unless noted otherwise. f3efer to
tlrawi�igs 160A-Z'fbr standard plate positions.
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
ttrue in gonformanI "with ANSVT 11, or for h tl11hg, shipping,, installation antl bracin of 1rus es; A eel on this tlrawin or raver il e
Iishnn this drawing indicates acce fence of roess'onal ennineering reso nslbil�ty Sol ly�for the �esign s�iown. The suitabilil'y and use o�t1t11s
tlrawing for any structure is the resPponsibiliry of the �uiltlingUesign6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: All I- al ineitw.co- TPI: loins SBCA: sbcindust .com ICC: iccsafe.o : AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN:259932/T68/COMN
Ply:1
Job Number: 21-1061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 32.2 lbs
Truss Label: T48
/ ... 02/05/2021
B�4X4
12
T
sp
po
N
3X4(B1) A C-3X4(B1)
=�f
1 1 13'
�
pp
IIAX4 E
8'8"
4'4" 8'6"
Loading Criteria (i
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.005 D 999 360
Loc R+ / R- / Rh / R. / U / RL
A 328 /- /- /176 /82 /57
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.010 D 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.002 D - -
E 328 /- /- /176 /82 /-
Des Ld: 37.00
EXP. B Xri. NA
HORZ(TL): 0.005 D - -
Wind reactions based on MWFRS
Building
g Code:
NCSCLL: 10.00
Mean Height: 15.00 fit
TCDL: 4.0 psf
Creep Factor: 2.0
A Br Width = 8.0 Min R 1.5
9 eq =
Soffit; 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS I: 0.237
E Brg Width = 8.0 Min Raq = 1.5
Bearings
Load Dumtion: 1.25
MW FRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.174
A & C are a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.041
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 392 -416 B - C 391 -416
GCpi: 0.18
Plate Type(s):
VIEW Ver. 20.02.01A.1209.11
Wind Duration: 1.60
WAVE
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber
Top chord: 2x4 SP #2;
Chords Tens.Comp. Chords Tens. Comp.
A- D 326 -257 D - C 326 -257
Bct chord: 2x4 SP #2;
Webs: 2x4 SP #2;
VA of
Maximum Web Forces Per Ply (Ibs)
Wind loads based on MW FRS with additional C&C
Webs Tens.Comp.
member design.
B - D 180 0
Wind loading based on both gable and hip roof types.
""WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trus require extreme care in faf{dcatin� h ndling, shying, in>;[alling and braing., Refer [o antl follow the latest etlition of BCSI (Building
Comnent Safety Information, byY PI an $IC ) for sa a practices �rlor to ce orminp these functions. Installers shall urowde temporary
brooi g er BVSI., Unl es ngtetl otherwi ,top chord shall eve roper)Y a�tlacPleetltl ttructOral Shea hin antl bottom hord shall hay a pr Fly
id I!ocabons lateral bmcing,nstalled BCS�sections B3, Be7 ��$,
attacherQri ceilingp shownr permanent restraint of webs shahhave per or
as ap li gqoonpTy )etas to each face, of truss and position as Shown above and on the Join, Details, unless noted otherwise. fiefer to
drawi�igcable.
s 160A-Z'fbr standard plate positions.
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracm of 1rus es; A eel on this tlrawin or raver p e
listmn this drawing indicates acce fence of ro ess'onal ennineering reso nslbil�ty Sol ly or the �esign s�iown. The suitabilil'y and use o��his
tlrawing for any s[ruc[ure is the resPponsibiliry of the �uildingUesign6r paP ANSUTPI 1 Sgea2.
For more information see these web sites: Alpi— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEON: 259929 /T49 /HIPS
Ply:1
Job Number: 21-0061
FROM:
dry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 40.6 I's
Truss Label: T49
/ ... 02/0512021
4, 4'8"
�4X4 O
T 12 T
6F�-
S
V
-3X4(B7) B D=3X4(B7)
1
A F G E
III1.5X4
S.S.
�^ 2, B.B. 2'
B.B.
Loading Criteria (i
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Deft/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Sed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.018 F 999 360
Loc R+ / R- / Rh / R. / U / RL
B 635 /- /- /- /190 /-
BCLL: 0.00
Encpelosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.032 F 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.009 F - -
G 635 /- /- /- /190 /-
Des Ld: 37.00
Des Ld:: 37.00
EXP. B Kv: NA
HORZ(TL): 0.016 F - -
Wind reactions based on MWFRS
Building Code:
Mean Height: 15.00 ft
Creep Factor: 2.0
B Brg Width = 8.0 Min Req
Soffit; 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.408
G Brg Width = 8.0 Min Req = 1.5
Load Duration: 1.25
BCDL: 4.0 pat
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.381
Beadngs B & D are a rigid surface.
Spacing: 24.0..
C&C Dist a: 3.00 it
Rep Fac: Varies by Ld Case
Max Web CSI: 0.039
Maximum Top Chord Forces Per Ply (Iba)
Chords Tens.Comp. Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A- B 56 -27 C - D 166 -680
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01 A.1209.11
Wind Duration: 1.60
yyAVE
B-C 166 -fi80 D-E 56 -27
Lumber
Top chord: 2x4 SP #2;
Maximum Bost Chord Forces Per Ply (Ibs)
Bct chord: 2x4 SP #2;
Chords Tens.Comp. Chords Tens. Comp.
B-F W -118 F-D W -118
Webs: 2x4 SP#2;
Special Loads
. 1.25 1.25)
------(Lumber D56
Du56
Maximum Web Forces Per Ply (Ibs)
.Plate
pif pit
TC: From 56 plf at -2.13 to 56 pit at 10.80
Webs Tens.Comp.
BC: From 4 plf at -2.13 to 4 pit at 0.00
C - F 172 0
BC: From 20 plf at 0.00 to 20 pit at 4.00
BC: From 10 plat 4.00 to 10 plf at 4.67
BC: From 20 plf at 4.67 to 20 plf at 8.67
BC: From 4 plf at 8.67 to 4 plf at 10.80
TC: 84 lb Conc. Load at 4.00, 4.67
TC: 79 Ib Conc. Load at 4.33
BC: 27 Ito Conc. Load at 4.00, 4.67
BC: 72 Ib Conc. Load at 4.33
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
'"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dcatin� h %in,, shipping, in>;[alling and bracing., Refer [o and follow the latest edition of BCSI (Building
Com nent Safety Information, byY PI an $IC )for sate practices �rlor to ce orminp these functions. Installers shall urowde temporary
brad g er BVSI., Unl es ngtetl otherwi ,top chord shall aye roper)Y a�tlacPleetltl ttructOral she hin antl bottom hord shall hay a pr Fly
Unitas
id �r lbmcin; BCSf B3, y ��$,
attacheTri ceilingp shown permanent ate ral resireint of webs shal%5e nstalled per sections or
as ap licable. gqoonpTy )ales to each face of truss and position as shown above and on the Join, Details, unless noted otherwise. fiefer to
,
tlrawi�igs 160A-Z'fbr standard plate posslons.
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
11,
ttru$s in gonformance with ANSVT or for h tlllhg, shipping,, installs ion and bracin of 1rus es; A goal on this tlrawin or raver p e
lisbnn ihl5 drawing indicates acce lance of roess'onal ennineering reso nslbil�ty Sol lygfor the �esign sown. The sultabilil'y and use o��hls
tlrawing for any s[ruc[ure is the resPponsibiliry of the �uiltlingUesign6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259819 / T79 / VAL
Ply: 1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 11.2 lbs
Truss Label: V1
/ ... 02/05/2021
12
6 III 1.5X4B
T
3X4(Di) a
A
<V
� 1572
III 1.5X4
�2'S"�
2'5"
2 5"
Loading Criteria (F q
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs), or'=PLF
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
Loc R+ / R- / Rh / R. / U / RL
D" 75 /- /- /42 /12 114
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.001 C - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP. B g: NA
HORZ(TL): 0.001 C - -
D Brg Width = 29.0 Min Req = -
Building Code:
NCBCLL: 10.00
Mean Height: 16.03 ft
TCDL:4.0 psf
Creep Factor: 2.0
Bearing A is a rigid surface.
Soffit: 2.00
BCDL: 4.0 pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.063
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.056
Chords Tens.Comp.
Spacing: 24.0..
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.025
A - B 20 -48
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
VIEW Ver. 20.02.01 A.1209.11
Wind Duration: 1.60
WAVE
Chords Tens.Comp.
Lumber
A-C 101 -10
Top chord: 2x4 SP #2;
Botchord: 2x4 2; #2; We
Webs: 2x4 SP#2;
Maximum Web Forces Per PI Ibs
Y( )
Webs Tens.Comp.
VA of
6-C 108 -51
Wind loads based on MWFRS with additional C&C
member design.
Right antl vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
rus require extreme care in fal{dcatin� h ndling, shipping, in>;[alling and bracing., Refer [o antl follow the latest edition of BCSI (Building
Trusses
Crom nent Safety Information, byY PI an $IC )for sate practices �rlor to ce orminp these functions. Installers shall urowde temporary
bad g er BVSI., Unl es ngtetl otherwi ,top chord shall eve roper)Y a�tlacPleedd ttructOral Shea hin antl bottom hord shall hay a pr Fly
attacherQri id ceilingp I!ocahons shownr permanent lateral restraint of webs shahhave bmcing,nstalled per BCS�sections B3, Be7 or ��$,
as ep Iicable. gqoonpTy )etas to each face, of truss and position as Shown above and on the Join, Details, unless noted otherwise. fiefer to
tlrawi�igs 160A-Z'fbr standard plate positions.
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracm of 1rus es; A eel on this tlrawin or raver p e
listmn this drawing indicates acce fence of roess'onal ennineering reso nslbil�ty Sol lygfor the �esign s�iown. The suitabilil'y and use o��hls
1 Sgea2.
tlrawing for any s[ruc[ure is the resPponsibiliry of the �uiltlingUesign6r peP ANSUTPis.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259822 / T78 / VAL
Ply: 1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 16.8 lbs
Truss Label: V2
/ ... 02/05/2021
1111.5X4B
12 T
6� 1
N
3X4(D1) N
A
41472
�
D
1111.5 6
4,5,
4,5, {
4,5„
Loading Criteria (F q
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs), or'=PLF
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Sed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
Loc R+ / R- / Rh / R. / U / RL
D" 75 /- /- /45 /16 /16
BCLL: 0.00
Encpelosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.004 C - -
Wind reactions based on MWFRS
Des Ld: 37.00
Des Ld:: 37.00
-P. B Kv: NA
HORZ(TL): 0.007 C - -
D Brg Width = 53.0 Min Req = -
Building Code:
Mean Height: 15,53 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Bearing A is a rigid surface.
Soffit: 2.00
BCDL: 4.0 pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.269
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.204
Chords Tens.Comp.
Spacing: 24.0..
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.075
A - B 35 -87
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
VIEW Ver. 20.02.01 A.1209.11
Wind Duration: 1.60
WAVE
Chords 7ens.Comp.
Lumber
A-C 178 -20
Top chord: 2x4 SP #2;
Botchord: 2x4 2; #2; We
Webs: 2x4 SP#2;
Maximum Web Forces Per PI Ibs
Y( )
Webs Tens.Comp.
Wind
6-C 198 -101
Wind loads based on MW FRS with additional C&C
member design.
Right antl vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dc090 h ndling, shipping, in>;talling and braining., Refer to and follow the latest edition of BCSI (Building
Com nent Saafety Information, byY PI an $fOC ) for sate practices �rlor to ce orminp these functions. Installers shall umvide temporary
brad g er BVSI., Unl ss ngtetl otherwi ,top chord shall eve roper)Y a�tlacPleedd ttmCtOral shehin antl bottom hord shall hay a pr Fly
attacherQri id ceilingp Unitas
shown o permanent lateral restraint of webs shahhave bmcing,nstalled per BCS�sections B3, Be7 or gy$,
as ap liCable. gqoonnTy claces to each face, of truss and position as Shown above and on the Join, Details, unless noted otherwise. Aefer to
drawi�igs 160A-Z'fbrstandard plate positions.
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 iation from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h dllhg, shipping,, installation and bracin of 1rus es; A eal on this tlrawin or rgver p e
lishnn this drawing indicates acce fence of proess'onal ennineering reso nslbil�ty Sol lygfor the �esign s�iown. The suitabilil'y and use o��hls
tlrawing for any s[ruc[ure is the resPponsibility of the �uiltlingUesign6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEON: 259825 / T37 / VAL
Ply: 1
Job Number: 21-0061
FROM:
Oty: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt:23.8 lbs
Truss Label: V3
/ ... 02/05/2021
II2X4B
12
T
6�
3X4(D1)
ih
A
D
13'3"2
III1.5X6
6'5"
r 6,5„
Loading Criteria (F q
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs), or'=PLF
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioc Udefl
U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
Loc R+ / R- / Rh / R. / U / RL
D" 76 /- /- /46 /16 /16
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(OL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.012 C -
-
Wind reactions based on MWFRS
Des Ld: 37.00
EXP. B g: NA
HORZ(TL): 0.023 C -
-
D Brg Width = 77.0 Min Req = -
Building Code:
NCBCLL: 10.00
Mean Height: 15.03 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Bearing A is a rigid surface.
Soffit: 2,00
BCDL: 4.0 pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.618
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.403
Chords Tens.Comp.
Spacing: 24.0 "
C&C Dist a: 3.00 itRep
Fac: Yes
Max Web CSI: 0.180
A - B 46 -118
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum But Chord Forces Per Ply (Ibs)
VIEW Ver. 20.02.01 A.1209.11
Wind Duration: 1.60
WAVE
Chords Tens.Comp.
Lumber
A - C 247 -28
Top chord: 2x4 SP #2;
B.tchord: 2x4 2; #2; We
Webs: 2x4 SP#2;
Maximum Web Forces Per PI Ibs
Y( )
Webs Tens.Comp.
Wind
e-C 281 -150
Wind loads based on MWFRS with additional C&C
member design.
Right antl vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
'"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dc090 h ndling, shipping, inp[alling and brging., Refer to and follow the latest edition of BCSI (Building
Com nent Saafety Information, byY PI an $fOC ) for sate practices �rlor to ce orminp these functions. Installers shall umvide temporary
brad g er BVSI., Unl ss ngtetl otherwi ,top chord shall eve roper)Y a�tlacPleedd ttmctOral she hin antl bottom hord shall hay a pr Fly
attacherQri id ceilingp Unitas
shown o permanent lateral resireint of webs shahhave bmcinp,nstalled per BCS�sections B3, Be7 or gy$,
as ap linable. Aqgogn,y Iates to each face, of truss and position as shown above and on the Join, Details, unless noted
drawi�igs 160A-Z'fbr standard plate posNons.
otherwise. f3efer to
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing,
ttru$s in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracin of 1rus es; A eel on this tlrawin
any failure to build the
or raver p e
lisimn ihl5 drawing. indicates acceptance of roe¢ss'onal ennineering responslbil�ty SolElygfor the �esign s�iown. The sultabilil'y
dr5ng for any sLcture is the responsibility of the �uie ngUeagner peP ANSUTPI 1 Sea2.
and use o��hls
For more information see these web sites: Alpi— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .com ICC: iccsafe.o AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
BEGIN: 259828/T8/VAL
Ply:1
Job Number: 21-1061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 36.4 lbs
Truss Label: V4
/ ... 02/05/2021
j7' 8'S"
� 4T15 3'9"1
1111.5X4� TI
2
6 p
111.5Xba
=3X4(D1)
ni
23'2
w DF
E.H.. V..
8'S'
4T15
4T15
Loading Criteria (F q
Wind Criteria
Snow Crlteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs), or'=PLF
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Sed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.011 E 999 360
Loc R+ / R- / Rh / R. / U / RL
F" 76 /- /- /47 /17 117
BCLL: 0.00
Encpelosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.020 E 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.003 E - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP' B Kv: NA
HORZ L : 0.005 E - -
R)
F Br Width = 101 Min Req
9
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Bearing A is a rigid surface.
Soffit 2.00
BCDL: 4.0 pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.261
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.193
A - B 58 -278 B - C 34 -79
Spacing: 24.0..
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.078
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum But Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver. 20.02.01A.1209.11
Chords Tens.Comp. Chords Tens. Comp.
Lumber
A-E 319 -47 E-D 334 -51
Top chord: 2x4 SP #2;
Botchord: 2x4 2; #2; We
Webs: 2x4 SP#2;
Maximum Web Forces Per PI Ibs )
Webs Tens.Comp. Webs Tens. Comp.
Wind
B-E 441 -285 C-D 150 -80
Wind loads based on MWFRS with additional C&C
member design.
Right antl vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dc090 h ndling, shipping, inptalling and brging., Refer to and follow the latest edition of BCSI (Building
Coro nent Saafety Information, byY PI an $fOC ) for sate practices rlor to ce orminp these functions. Installers shall umvide temporary
brad g er BVSI., Unl ss ngtetl otherwi ,top chord shall eve roper)Y a�tlacPleedd ttmCtOral sheh1n antl bottom hord shall hay a pr Fly
attacherQri id ceillnpp Unitas
shown o permanent lateral resireint of webs shahhave bmcinp,nstalled per BCS�sections B3, Be7 or gy$,
as ap linable. Aqgogn,y cIates to each face, of truss and position as shown above and on the Join, Details, unless noted otherwise. f3efer to
drawl�igs 160A-Z'fbrstandard plate positions.
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h tlllhg, shipping,, lnstallailon antl bracln of 1rus es; A eel on this tlrawin or raver p e
listlnn this drawing. indicates acceptance of roess'onal ennlneering responslbillty SolElygfor the �eslgn s�iown. The sultab1111'y and use o�ttills
dr5ng for any sLcture 1s the responsibility of the �uie ngUeagner peP ANSUTPI 1 Sea2.
For more information see these web sites: Alpi— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .com ICC: iccsafe.o AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
BEGIN: 259950 / T82 / VAL
Ply: 1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 11.2 lbs
Truss Label: V5
/ ... 02/05/2021
12
6
B=3X4=3X4(D1)
3X4(D1)
A c
0
�1
14'9"10
D
3'6"
1 3'6"
3,6"
Loading Criteria (F q
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Dell/CSI Criteria
A Maximum Reactions (Ibs), or'=PLF
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.003 999 360
Loc R+ / R- / Rh / R. / U / RL
D" 75 /- /- /31 /9 /4
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.005 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.001 - -
Wind reactions based on MWFRS
Des Ld: 37.00
-P. B Kv: NA
HORZ(TL): 0.002 - -
D Brg Width = 42.0 Min Raq = -
Building Code:
NCBCLL: 10.00
Mean Height: 15,41 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Beaming A is a rigid surface.
Soffit: 2.00
BCDL: 4.0 pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.050
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.074
A - B 179 -142 B - C 178 -142
Spacing: 24.0..
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.000
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum But Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver. 20.02.01A.1209.11
Chords Tens.Comp.
Lumber
A-C 141 -142
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MW FRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTNI60118 and VAL180160118 for
valley details.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dc090 h ndling, shipping, in>;talling and br,!gg., Refer to and follow the latest edition of BCSI (Building
Coro nent Saafety Information, byY PI an $fOC ) for sate practices �rlor to ce orminp these functions. Installers shall umvide temporary
brad g er BVSI., Unl es ngtetl otherwi ,top chord shall eve roper)Y a�tlacPleedd ttmctOral she hin antl bottom hord shall hay a pr Fly
Unitas
id orr lateral VM?have bracinp,nstalled BCS�sections B3, Be7 gy$,
attacherQri ceilingp shown permanent restraint of webs per or
as ap linable. qkqogn y cfates to each face, of truss and position as shown above and on the Join, Details, unless noted otherwise. f3efer to
tlrawi�igs 160A-Zfbrstandard plate positions.
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 iation from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h dllhg, shipping,, installation antl bracin of 1rus es; A eel on this tlrawin or raver p e
lisimn this drawing indicates acce fence of ro ess'onal ennineering reso nslbil�ty Sol ly, the �esign s�iown. The suitabilil'y and use o��hls
tlrawing for any s[ruc[ure is the resPponsibiliry of the �uiltlingUesign6r peP ANSUTPI 1 Sgec.2.
For more information see these web sites: Alpi— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259636 / T41 / EJAC
Ply: 1
Job Number: 21-0061
FROM:
Cry: 31
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt26.6 lbs
Truss Label: J1
/ ... 02/05/2021
C
12
13'8"14
6 p
o N
-v
3X4(B1) B
er
e
1
10,
A D
i- 2'
7'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
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): NA
Loc R+ / R- / Rh / R. / U / RL
B 412 /- /- /280 /85 /157
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.009 D - -
D 129 /- /- /68 /- /-
Des Ld: 37.00
EXP' B Kri. NA
HORZ L : 0.016 D - -
R )
C 168 /- /- 197 1109 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
BCDL: 4.0 Pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.955
B Brg Width = 8.0 Min Req = 1.5
D Brg Width Min Req
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.519
= 1.5 = -
C Brg Width = 1.5 Min Req = -
Spacing: 24.0 "
C&C Dist a: 3.00 it
Re Fac: Yes
P
Max Web CSI: 0.000
Bearing B is a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 20.02.01 A.1209.11
Wind Duration: 1.60
WAVE
A-B 56 0 B-C 75 -171
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Wind
e-D o g
Wind loads based on MW FRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dcatin� h ndling, shipping, in>;[alling and bracing., Refer to and follow the latest edition of BCSI (Building
Com nent Safety Information, byY PI an $f C ) for sate practices nor to ce orming these functions. Installers shall urovide tern porsry
hav
brooi g er BVSI., Unitas ncled 0 herwi , top chord shall eve roper)Y aetlaC.etl ttruct'ral Shea hin antl bottom from shall
attacherQri id ceilingp I!ocabons shown o permanent lateral restraint of webs shahhave bm inp,nstalled per BCSfsections
a pr Fly
B3, Be7 or ��$,
as aP licable. gqoonnTy laces t0 each face, of truss and position as shown above and on the Join, Details, unless noted otherwise. Aefer to
tlrawi�igs 16)A-Z'fbr standard plate positions.
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
ttru$s in 4onformance with A'ldN 11, or for h oilhg, shipping,, installation antl bracin of 1rus es; A eat on this tlrawin or raver p e
racin0for
listmn this drawing indicates acceptance of ro e¢ss'onal ennineering responslbild the �esign s�iown. The suitabilil'y and use o��hls
tlrawing for any s[ruc[ure is the responsibility of the �uiltlingUesigner peP ANSUTPI 1 Sec.2.
For more information as. these web sites: Alpi— al ineitw.co- TPI: t inst.or l SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259734/T5/HIPS
PIy:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 159.6 lbs
Truss Label: T5A
/
... 02/05/2021
sro's 10'0"4 1s'1' 20'PS 2ml-2
307
5'0"5 4'1114 Sro'12 5ro"5 2
4'WU
TII B-SXs
TI
12 g5X5D F%3X4
6 p
k1.5X40
G%,XS
-
=4X4(B1)B
H=4X4(131)
A
L K J
I �10
M
-3X4 =5X8 -3X4
30'2^
7'75 TS'7 TS'7
7Ta
2,
22'6"]
30'2'
2,
Loading Criteria (psf)
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
GravityNon-Graviry
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.123 K 999 360
Lorc R+ / R- / Rh
/ R. / U / RL
B 1265 /- /-
/723 /334 /255
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.227 K 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.057 J - -
M 1265 /- /-
l723 /334 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.105 J - -
Wind reactions based on
MWFRS
Building
g Code:
NCSCLL: 10.00
Mean Height: 15.00 fi
Creep Factor: 2.0
B Br Width = 8.0
9
Min R 1.5
eq =
SoffiI: 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS 0.685
M Brg Width = , 0
Min Req = 1.5
Load Dumtion: 1.25
BCDL: 4.0 pat
MW FRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.791
Bearings B & H are a rigid
surface.
Spacing: 24.0 "
C&C Dist a: 3,02 it
Rep Fac: No
Max Web CSI: 0.478
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A:B 56 0
E - F 829 -1303
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01 A.1209.1 I
Wind Duration: 1.60
WAVE
B-C 1005 -1946
C-D 959-1771
F-G 958 -1770
G-H 1003 -1945
Lumber
Top chord: 2x4 SP#2;
D-E 829 -1302
H-I 56 0
Sot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces
Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
VIA al
B - L 1429 -761
K - J 1-565
Wind loads based on MW FRS with additional C&C
L-K 1429 -585
J-H 1659 59 -739
member design.
Wind loading based on both gable and hip roof types.
Maximum Web Forces
Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
C-L 212 -176
K -F 364 -465
L-D 342 -66
F-J 342 -65
D-K 362 -464
J-G 209 -174
E-K 836 -454
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fallfricatin� h %in,, shipping, in>;[alling and bracing., Refer [o and follow the latest edition
Com nent Safety Information, byY PI an $IC )for sate practices �rlor to ce orminp these functions. Installers shall urowde
of BCSI (Building
temporsry
brad g er BVSI., Unitas ngtetl otherwi ,top chord shall eve roper)Y a�tlacPleetltl ttructOral she hin antl bottom hord shall hav a pr Fly
attacheTri id ceilingp ocasons shown r permanent late ral resireint of webs shahhave bmcin; nstalled per BCSfsections B3, Be7 or ��$,
as ap licable. gqoonpTy )etas to each face , of truss and position as shown above and on the Join, Details, unless noted otherwise.
tlrawi�igs 160A-Z'fbr standard plate posalons.
fiefer to
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h oilhg, shipping,, installation antl bracin of 1rus es; A eel on this tlrawin or raver p e
lisimn ih15 drawing. indicates acceptance of roe¢ss'onal ennineering responslbil�ty SolEly�for the �esign s�iown. The sultabilil'y and use o�ttills
drEng for any sLcture is the responsibility of the �uie ngUeagner peP ANSUTPI 1 Sea2.
For more information see these web sites: Alpi— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .com ICC: iccsafe.o
AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN:259664/T47/EJAC
Ply:'
Job Number: 21-0061
FROM:
Cry: 4
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt:35.0 Ibs
Truss Label: J2
/ ... 02/05/2021
D
12
13.8.14
=
6 p
�3X6 C
11'
B 7°8 E
�
1 10•
Hf{GG F
A =3X4
2 1'7"1 5„4 „
i- ' 4,4
'2,81 1
17"1 7
I.7"1.1I
2"2"12
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
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): 0.114 F 730 360
Loc R+ / R- / Rh / R. / U / RL
B 412 /- /- /280 /85 1157
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.187 F 442 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.038 G - -
E 123 /- /- !71 /1 /-
Des Ld: 37.00
EXP: B K21: NA
HORZ L : 0.068 G - -
R )
D 154 193 191 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
BCDL: 4.0 Pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.686
B Brg Width = 8.0 Min Req = 1.5
E Brg Width Min Req
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.468
= 1.5 = -
D Brg Width = 1.5 Min Req = -
Spacing: 24.0 "
C&C Dist a: 3,00 it
Re Fac: Yes
P
Max Web CSI: 0.102
Bearing B is a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 20.02.01 A.1209.11
Wind Duration: 1.60
WAVE
A-B 56 0 C-D 69 -146
Lumber
TOP chord: 2x4 SO #2;
B-C 119 -256
Bct chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Coml). Chords Tens. Comp.
Plating Notes
B- H 178 -361 H- F 0 0
AI plates are 3X4(B7) except as noted.
C - G 84 -48 G - E 0 0
Wind
Wind loads based on MW FRS with additional C&C
Maximum Web Forces Per Ply (Ibs)
member design.
Webs Tens.Comp. Webs Tens. Comp.
C - H 579 -Z74 H - G 251 -458
Wind loading based on both gable and hip roof types.
'"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
""IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fallfdc090 h ndling, shipping, inptalling and brging., Refer to and follow the latest edition
Com nent Saafety Information, byY PI an $fC )for sate practices �rlor to ce orminp these functions. Installers shall urowde
of BCSI (Building
temporary
brad g er BVSI., Unl as ngtetl otherwi ,top chord shall aye roper)Y a�tlacPleedd ttructOral she hin antl bottom hord shall hay a pr Fly
attached id ceilingp Unitas
shown or ermanent lateral resireint of webs shal P a Orsonp,nstalled per BCSfsections B3, B$ or �Y$,
as aP )..able. 'qkop latea to each face, of truss and position as shown above and on the Join, Details, unless noted otherwise.
drawgs 160A.,- r standard plate posNons.
Aefer to
A%pe, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttrups in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracin of 1rus es; A eal on this tlrawin or raver p e
lisbnn ihl5 drawing indicates acce tance of ro ess'onal ennineering reso nslbi1,ty Sol ly or the �esign s�iown. The sultabilil'y and use o��his
tlrawing for any s[ructure is the resPponsibiliry of the �uiltlingUesign6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259686 / T42 / EJAC
Ply: 1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt:23.8 lbs
Truss Label: J3
/ ... 02/05/2021
D
T ,2'6",U
IN
12
6 p
N
N G
n
j 11'
3X4(B1) B HB 2'7" E
-I1-
1
1 10.
A GHF
I— 2' 1� 1
1'10"9 '2'12 4'11"8
h
2'8
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.037 F 999 360
LOC R+ / R- / Rh / R. / U / RL
B 344 /- /- /241 /78 /120
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.060 F 977 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.018 G - -
E 74 /- /- /40 /- /-
Des Ld: 37.00
EXP' B Kri. NA
HORZ L : 0.031 G - -
R )
D 112 /- /- 165 166 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
BCDL: 4.0 Pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.572
B Brg Width = 8.0 Min Req = 1.5
E Brg Width Min Req
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.167
= 1.5 = -
D Brg Width = 1.5 Min Req = -
Spacing: 24.0 "
C&C Dist a: 3.00 it
Re Fac: Yes
P
Max Web CSI: 0.067
Bearing B is a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 20.02.01 A.1209.11
Wind Duration: 1.60
WAVE
A-B 56 0 C-D 50 -110
Lumber
TOP Chord: 2x4 SO #2;
B-C 1 -107
Sot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Plating Notes
B - H 23 -46 G - E 0 0
All plates are 1.5X4 except as noted.
C-G 56 -14 H-F 0 0
Wind
Wind loads based on MW FRS with additional C&C
Maximum Web Forces Per Ply (Ibs)
member design.
Webs Tens.Comp.
Wind loading based on both gable and hip roof types.
G - H 62 -1
'"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dc090 h ndling, shipping, inptalling and brging., Refer to and follow the latest edition of BCSI (Building
Com nent Saafety Information, byY PI an $fC )for sate practices �rlor to ce orminp these functions. Installers shall urowde temporary
hay
braCi g er BVSI., Unl ss ngtetl otherwi ,top Chord shall aye roper)Y a�tlaCPleedd ttructOral shehin antl bottom hord shall a pr Fly
attached id ceilingp I!ocabons shown orr permanent lateral resireint of webs shal P a bmcinp,nstalled Per BCSfsections B3, Be7 or ��$,
as aP linable. 'qkop latea to each face, of truss and Position as shown above and on the Join, Details, unless noted otherwise.
drawgs 160A.,- r standard plate posNons.
Aefer to
A%pe, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttrups in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracin of 1rus es; A eal on this tlrawin or raver p e
lisbnn ihl5 drawing indicates acce tance of ro ess'onal ennineering reso nslbiI Sol lygfor the �esign s�iown. The sultabilil'y and use o��his
tlrawing for any s[ructure is the resPponsibiliry of the �uiltlingUesign6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259692 / T45 / EJAC
Ply: 1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 19.B lb.
Truss Label: J3A
/
... 02/05/2021
1'212 4'
f 1,2„12 2'9"4
D
1212'8"10
6 p
III 1.5X4(""
0
_o
1111.5AX4B
T
E
110'
11111.5X4 HHI
1111.514F
1 i 10 1'B"8 2'3"8
1'68 4'
Loading Criteria f q
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioo Udefl
U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.013 F 999
360
Loc R+ / R- / Rh
/ R. / U / RL
I 93 /- /-
/68 /27 /-
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.024 F 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.006 G -
-
E 69 /- 1180
/45 /4 1125
Des Ld: 37.00
EXP' B K21 NA
HORZ L : 0.011 G -
R )
-
D 172 /- /180
197 /50 /93
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on
MWFRS
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.180
I Brg Width = -
E ergWidth = 1.5
Min Roof = -
Min Req = -
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.219
D Brg Width = 1.5
Min Req = -
Spacing: 24.0 "
C&C Dist a: 3.00 h
Rep Fac: Yes
Max Web CSI: 0.223
Maximum Top Chord Forces
Per Ply (Ibs)
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
Chords Tens.Comp.
Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
IVIEW Ver: 20.02.01A.1209.11
A-B 8 0
B-C 62 -25
C-D 238 -179
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP
Sot chord: 2x4 SP #2;
2;
Maximum Bot Chord Forces
Per Ply (Ibs)
Webs: 2x4 SP#2;
Chords Tens.Comp.
Chords Tens. Comp.
I-G 5 -3
G-F 0 0
Plating Notes
(") 1 plate(s) require special positioning. Refer to
H - E 305 -180
scaled plate plot details for special positioning
requirements.
Maximum Web Forces
Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
Hangers / Ties
(J) Hanger Support Required, by others
B - I 1H-C 74 -70
0
H - G 43 0
Wind
Wind loads based on MW FRS with additional C&C
member design.
Leg end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
""WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dcating h %Ing, shipping, inptalling and brging., Refer to and follow the latest edition of BCSI (Building
Com vent Safety Information, byY PI an $lC )for sate practices �rlor to ce orminp these functions. Installers shall urowde temporary
brad g er BVSI., Unl ss ngtetl otherwi ,top chord shall aye roper) a�acpaed tructOral Shea hin antl bottom hord shall hay a pr Fly
attacherQrigid ceilingp Unitas
shown orr permanent lateral res�raint oYwe s shal�t aye bracinp,nstalled per BCS�sections B3, Be7 or gy$,
as ap Iicable. kqg y Iates to each face, of truss and position as shown above and on the Join, Details, unless noted
tlrawi�igs 160A-Zopr standard plate posNons.
otherwise. f3efer to
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing,
tr in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracin of 1rus es; A eal on this tlrawin
any failure to build the
or raver p e
tp
lishnn ihl5 drawing indicates acce tance of ro ess'onal ennineering reso nslbil�ty Sol lygfor the �esign s�iown. The sultabilil'y
tlrawing for any s[ructum is the resPponsibiliry of the �uiltlingUeagn6r peP ANSUTPI 1 Sgea2.
and use OTC.
For more information see these web sites: AI I— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259645 / T75 / EJAC
Ply: 1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 15.4 lbs
Truss Label: J5
/ ... 02/05/2021
C
12
15'2"14
6
io
N
3X4(B1) B
M
Fn
1
11I 13
A D
2 4'
4'
Loading Criteria (F q
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
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): NA
Loc R+ / R- / Rh / R. / U / RL
B 314 /- /- /226 /76 /103
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.002 D - -
D 72 /- /- /37 /- /-
Des Ld: 37.00
EXP' B Kri. NA
HORZ L : 0.003 D - -
R )
C 79 140 156 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ff
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
BCDL: 4.0 Pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.572
B Brg Width = 9.0 Min Req = 1.5
D Brg Width Min Req
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.146
= 1.5 = -
C Brg Width Min Req = -
Spacing: 24.0 "
CdC Dist a: 3.00 fi
Re Fac: Yes
P
Max Web CSI: 0.000
i id1.
Bearing B is a rigid surface.
Loc. from endwell: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
Maximum lop Choromp. Forces Per Ply (Ibs)
GCpi: 0.16
Plate Type(s):
Chords Tens.Com Chords Tens. Comp.
VIEW Ver. 20.02.01A.1209.11
Wind Duration: 1.60
WAVE
A-B 56 0 B-C 35 -94
0
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Wind
e-D o g
Wind loads based on MW FRS wbh additional C&C
member design.
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dcalgg h %Ing; shipping, in>;talling and brging., Refer to and follow the latest edition
Com nent Safety Information, byY PI an $f C )for sate praOf nor to ce orming these functions. Installers shall urovide
of BCSI (Building
tern porary
brooi g er BVSI., Unitas ncled 0 herwi , top chord shall eve roper)Y aetlaC.etl ttruct'ral Shea hin antl bottom from shall
attacherQri id ceilingp I!ocahons shown o permanent lateral restraint of webs shahhave bm ing,nstalled Per BCSfsections
hav a pr Fly
B3, B7 or ��$,
as ap licable. gqoonnTy lates to each face, of truss and position as Shown above and on the Join, Details, unless noted otherwise. fiefer to
tlrawit'igs 160A-Z'fbr standard plate positions.
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
ttru$s in 4onformance with A'ldN 11, or for h oilhg, shipping,, installation antl bracin of 1rus es; A eel on this tlrawin or raver p e
racingfor
listmn this drawing indicates acceptance of ro ess'onal ennineering responslbild the �esign s�iown. The sultabilityy and use o��hls
tlrawing for any s[ruc[ure is the responsibility of the �uiltlingUesigner peP ANSUTPI 1 Sec.2.
For more information as. these web sites: Alpi— al ineitw.co- TPI: t inst.or l SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259661 /T50/HIP_
PIy:1
Job Number: 21-0061
FROM:
Cry: 4
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 43.4 lbs
Truss Label: KA
/ ... 02/05/2021
52"11 910"13
r 5,2"11 4,8.1 `I
D
�13'8"10
12
4.24 p o3X4 C
0
v
3X4(Bl) B 1
L
_V
A C m3X3E F
1111.5X4
2715 5'015 4'6"6
AK
5'0"15 9'7"6 13
Loading Criteria (F q
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.027 G 999 360
Loc R+ / R- / Rh / R. / U / RL
B 502 /- /- /- /154 /-
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.050 G 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.010 D - -
E 314 /- /- /- /23 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.018 D - -
D 241 /- /- /- /115 /-
Building
g Code:
NCBCLL: 0.00
Mean Height: 15.00 ff
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.767
B Brg Width = 11.3 Min Req = 1.5
E Brg Wid[h Min Rea
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.591
= 1.5 = -
D Brg Width Min Req = -
Spacing: 24.0 "
C8C Dist a: 3.00 fi
Re Fac: No
P
Max Web CSI: 0.264
Bearing B is a rigid surface.
i id
Loc. from endwall: NA
FT/RT:20(0)15(0)
Mfg Specified Camber:
Maximum Choromp. Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
ns.
Chords Tens.Com1 Chords Tens. Comp.
VIEW Ver. 20.02.01A.1209.11
Wind Duration: 1.60
WAVE
A-B 56 -21 C-D 80 -78
Lumber
Top chord: 2x4 SP#2;
B-C 134 -575
Sot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Loading
B-G 512 -115 F-E 0 0
Hipjack supports 7-0-0 setback jacks with no webs.
G - F 508 -119
Wind
Wind loads and reactions based on MWFRS.
Maximum Web Forces Per Ply (Ibs)
Wind loading based on both gable and hip roof types.
Webs Tens.Comp. Webs Tens. Comp.
G-C fG 0 C-F 130 -555
Additional Notes
Top chord overhangs have been checked only for
loads as indicated. Overhangs not checked for man
loads or long-term deflection.
"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dcatin� h ndling, shipping, in>;[alling and bracing., Refer to and follow the latest edition of BCSI (Building
Com ne Safety Information, byY PI an $f G ) for sate practices or to a orming these functions. Installers shall urovide temporsry
r ,
brad g er BVSI., Unl es ngtetl otherwi ,top chord shall eve roper)Y a�tlacPleetltl ttructOral Shea hin antl bottom hord shall hav a pr Fly
attacherPrigid ceilingp I!ocabons shown for permanent lateral restraint of webs shal?have bmcin; nstalled per BCSfsections B3, y or gy$,
as ap likable. gqoonpTy later t0 each face, of truss and position as Shown above and on the Join, Details, unless noted otherwise. Aefer to
tlrawi�igs 160A-Z'fbr standard plate posulons.
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracin of 1rus es; A eel on this tlrawin or raver p e
listmn this drawing indicates acce fence of ro�ess'onal ennmeermg reso nslbil�ty Sol ly�for the �esign s�iown. The suitabilil'y and use o��hls
tlrawing for any s[ruc[ure is the resPponsibiliry of the �uiId ngUeaign6r paP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEON:259683/T61/HIP_
Ply:1
Job Number: 21-0061
FROM:
dry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 49.O Ibs
Truss Label: KJ2
/ ... 02/05/2021
T211 9'10'13
T2"11 2'8 2
E
T
D
12in
��13'8"10
4.24
03XB C
9
+T11
=3X4(B7)13 H
G F
1111.SX4 %2X4
i
i 10'
A KJ I
F^29"15 2'3"3 11"6 3'S"2 2'5"13
4"
2'3"3TO"15 T13 2
'1 "13
193
Loading Criteria (psf)
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.124 1 943 360
Loc R+ / R- / Rh / R. / U / RL
B 502 /- /- /- /154 /-
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.226 1 519 240
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.033 G - -
F 450 /- /- /- /84 /-
Des Ld: 37.00
EXP' B Kri. NA
HORZ(TL): 0.060 G - -
E 105 /- /- /- /54 /-
Building
g Code:
NCBCLL: 0.00
Mean Height: 15.00 ff
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
BCDL: 4.0 Pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.767
B Brg Width = 11.3 Min Req = 1.5
F Brg Width Min Req
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.625
= 1.5 = -
E Brg Width Min Req = -
Spacing: 24.0 "
C8C Dist a: 3.00 fi
Re Fac: No
P
Max Web CSI: 0.083
i id
Bearing B is a rigid surface.
Loc. from endwall: NA
Plate Ty0(0a):
Mfg Specified Camber:
Maximum Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Ty (a):
ns. Chords Tens. Comp.
Chords Tens.Com
VIEW Ver. 20.02.01A.1209.11
Wind Duration: 1.60
WAVE
1
A-B 56 -21 C-D 193 -766
Lumber
Top chord: 2x4 SP#2;
B-C 94 -346 D-E 35 -68
Bct chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Plating Notes
B - K 265 -72 J - H 698 -166
AI plates are 3X4 except as noted.
C - J 656 -159 H - G 682 -167
Loading
K-I 0 0 G-F 0 0
Hipjack supports 7-0-0 setback jacks with no webs.
Maximum Web Forces Per Ply (Ibs)
Wind
Webs Tens.Conp. Webs Tens. Comp.
C - K 101 -343 H - D 296 0
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
K-J 253 -54 D - G 206 -839
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trus require extreme care in fal{dcatin� h ndling, shipping, ine[alling and bracing., Refer [o antl follow the latest etlition
Com nent Safety Information, byY PI an $IC )for sate practices �rlor to ce orminp these functions. Installers shall urowde
of BCSI (Building
temporsry
brooi g er BVSI., Unl es ngtetl otherwi ,top chord shall eve roper)Y a�tlacPleetltl ttructOral Shea hin antl bottom hord shall hav a pr Fly
attacherQri id ceilingp I!ocabons shownr permanent lateral restraint of webs shahhave bracing,nstalled per BCS�sections B3, Be7 or ��$,
as ap licable. gqoonpTy laces to each face, of truss and position as Shown above and on the Join, Details, unless noted otherwise.
drawi�igs 160A-Z'fbr standard plate positions.
defer to
AIpp'ne, a division of ITW BuildingQ omponEntb Grout Inc. Shall not,be responsible for any d0 iation from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracin of 1rus es; A eel on this tlrawin or raver p e
lisbnn this drawingg� indicates acceptance of roe¢ss'onal ennineering responslbil�ty SolEly�for the �esign s�iown. The suitabilil'y and use o�trtlls
of ng for any.is the responsibility of the �uiltlingUesigner peP ANSUTPI 1 Sea2.
For more information see these web sites: Alpi— al ineitw.com' TPI: t inst.or , SBCA: sbcindust .com' ICC: iccsafe.o
' AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259697/T66/HIP_
Ply:'
Job Number: 21-0061
FROM:
Cry: 2
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt:33.6 lbs
Truss Label: KJ3
/ ... 02/05/2021
� 5'2"4 F
5'2"4 1'9"15
D
286
12 o3X4 C Te
T
4.24 p
a
11
=3X4(131)B 3X3 =3X3E F
1 110,
1 14
A 1111.SX4 H G
i� 2,9"15 12 F 13 3 {
5'5"12 6'8"15�=-I
92
Loading Criteria (psq
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.018 G 999 360
Loc R+ / R- / Rh / R. / U / RL
B 364 /- /- /- /120 /-
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.032 G 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.009 F - -
E 150 /- /- /- /18/-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.015 F - -
D 92 /- /- /- 139
Building
g Code:
NCBCLL: 0.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
BCDL: 4.0 Pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.767
B Brg Width = 11.3 Min Req = 1.5
E ergWidth Min Rea
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.234
= 1.5 = -
D Brg Width Min Req = -
Spacing: 24.0 "
CdC Dist a: 3.00 fi
Re Fac: No
P
Max Web CSI: 0.262
i id
Bearing B is a rigid surface.
Loc. from endwall: NA
Plate Ty0(0)/5(0)
Mfg Specified Camber:
Maximum Choromp. Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
ns.
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 20.02.01 A.1209.11
Wind Duration: 1.60
WAVE
A 56 -21 C-D 31 -19
Lumber
Top chord: 2x4 SP #2;
B C 41 15B
Sot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Loading
B-I 113 -23 I- G 0 0
Hipjack supports 411-8 setback jacks with no webs.
H - F 214 -50 F - E 0 0
Wind
Wind loads and reactions based on MWFRS.
Maximum Web Forces Per Ply (Ibs)
Wind loading based on both gable and hip roof types.
Webs Tens.Comp. Webs Tens. Comp.
H- I 36 0 C- F 58 -247
Additional Notes
H-C 44 0
Top chord overhangs have been checked only for
loads as indicated. Overhangs not checked for man
loads or long-term deflection.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dcatin� h ndling, shipping, in>;[alling and bracing., Refer to and follow the latest edition of BCSI (Building
Com nent Safety Information, byY PI an $f G ) for sate practices or to a orming these functions. Installers shall urovide temporsry
hav
,
brad g er BVSI., Unl es ngtetl otherwi ,top chord Shall eve roper)Y a�tlacPleetltl ttructOral Shea hin antl bottom hord Shall a pr Fly
attacherPrigid ceilingp I!ocasons shown for permanent lateral restraint of webs shal?have bmcin; nstalled Per BCSfsections B3, y or gy$,
as ap likable. gqoonnTy )etas to each face, of truss and position as Shown above and on the Join, Details, unless noted otherwise. Aefer to
tlrawi�igs 160A-Z'fbr standard plate Positions.
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracin of 1rus es; A eel on this tlrawin or raver p e
listmn this drawing indicates acce fence of roe ufial ennmeermg reso nslbil�ty Sol ly�for the �esign s�iown. The suitabilil'y and use o��hls
tlrawing for any s[ruc[ure is the resPponsibiliry of the �uiId ngUeaign6r paP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEON:259941/TB7/HIP_
Ply:1
Job Number: 21-0061
FROM:
Cry: 2
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 12.6 lbs
Truss Label: KJ4
/ ... 02/05/2021
C
12
4.24 [---
� 11'012
3X4(B1) B
v
v
r Cl)
10'
D
A
2'410
2'9"15
2'4" 10
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Sed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
Loc R+ / R- / Rh / R. / U / RL
B 291 /- /- /- /148 /-
BCLL: 0.00
Encpelosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.004 D - -
D 33 /-17 /- /0 /6 /-
Des Ld: 37.00
EXP: B Kri: NA
HORZ L : 0.006 D - -
R )
C - /-94 /- /- /47 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 fi
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
BCDL: 4.0 pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.694
B Brg Width = 11.3 Min Req = 1.5
D Brg Width Min Req
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.166
= 1.5 = -
C Brg Width Min Req = -
Spacing: 24.0..
C&C Dist a: 3.00 it
Rep Fac: Varies by Ld Case
Max Web CSI: 0.000
i id
Bearing B is a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
Maximum lop Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
omp.Chor
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver.20.02.01A.1209.11
Wind Duration: 1.60
WAVE
A-B 50 -19 B-C 27 -31
Lumber
Top chord: SP
x4 SP #2;
Bot chord: 2x4 2
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Special Loads
B-D 0 0
----(Lumber Dur.Fac. 1.25 /Plate Dur.Fac. 1.25)
TC: From 0 plf at -2.93 to 55 pit at -0.10
TC: From 2 plf at -0.10 to 2 pit at 2.39
BC: From 0 plf at -2.93 to 4 pit at -0.10
BC: From 2 plf at 0.00 to 2 plf at 2.39
TC: 65 Ib Conc. Load at -2.83
TC: -7 Ib Conc. Load at 1.48
BC: 29 Ib Conc. Load at 1.48
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Top chord overhangs have been checked only for
loads as indicated. Overhangs not checked for man
loads or long-term deflection.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dc090 h ndling, shipping, in>;talling and brging., Refer to and follow the latest edition of BCSI (Building
Coro nent Safety Information, byY PI an $fOC ) for sate practices �rlor to a orming these functions. Installers shall umvide temporary
hay
brad g er BVSI., Unl ss ngtetl otherwi ,top chord shall eve roper)Y a�tlacPleedd ttmctOral Shea hin antl bottom hord shall a pr Fly
attacherQrigid ceilingp I!ocahons shown o permanent lateral restraint of webs shal?have bmcin; nstalled per BCSfsections B3, y or gy$,
as ap likable. gqoonnTy laces to each face, of truss and position as Shown above and on the Join, Details, unless noted otherwise.
tlrawi�igs 160A-Z'fbr standard plate positions.
Aefer to
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracin of 1rus es; A eel on this tlrawin or raver p e
listmn this drawing indicates acce fence of ro�e"ss' uhal ennmeermg reso nslbil�ty Sol lygfor the �esign s�iown. The suitabilil'y and use o��hls
tlrawing for any s[ruc[ure is the resPponsibiliry of the �uiId ngUeaign6r paP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEON:259935/T76/HIP_
Ply:'
Job Number: 21-0061
FROM:
Cry: 2
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt:22.4 lbs
Truss Label: KJ5
/
... 02/05/2021
C
12
T
15'2"10
4.24 p
N
fD
3X4(B1) B
N
io
1
1
13'
A
D
57'14
12,9"15
57 14
Loading Criteria (psq
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
Loc R+ / R- / Rh / R. / U / RL
B 367 /- /-
/- /128 /-
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.006 D - -
D 27 /- /-
/24 /- /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.011 D - -
C 84 /- /-
/- 144
Buildin g Code:
NCBCLL: 0.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based
on MWFRS
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.978
B Brg Width = 11.3
D Brg Width
Min Req = 1.5
Min Req
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.312
= 1.5
C Brg Width
= -
Min Req = -
Spacing: 24.0 "
CSC Dist a: 3.00 fl
Re Fac: No
P
Max Web CSI: 0.000
Bearing B is a rigid surface.
i id
Loc. from endwall: NA
FT/RT:20(0)/5(0)
Mfg Specified Camber:
Maximum Top Chord
Forces Per Ply (Ibs)
GCpi: 0.18
Plate Ty (a):
Chords Tens.Comp.
Chords Tens. Comp.
VIEW Ver. 20.02.01A.1209.11
Wind Duration: 1.60
WAVE
A-B 66 -25
B-C 28 -41
Lumber
Top chord: SP
Bot chord: 2x4 2
x4 SP #2;
Maximum Bot Chord
Forces Per Ply (Ibs)
Chords Tens.Comp.
Loading
B-D 0 0
Hipjack supports 4-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Top chord overhangs have been checked only for
loads as indicated. Overhangs not checked for man
loads or long-term deflection.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trus require extreme care in fal{dcatin� h ndling, shipping, in>;[alling and braining., Refer to and follow )he latest edition of BCSI (Building
Coro nent Safety Information, byY PI an $f C )for sate practices prior to pe orminp these functions. nstallem shall Dmvide temporary
hav
brooi g er BVSI., Unitas ncled otherwi , top chord shall eve roper)Y aetl 0sed ttmotOral Shea hin and bottom hord shall
attache rigid ceilingp I!ocabons shownr permanent lateral restraint of webs shahhave bmcing,nstalled per BCS�sections
a pr Fly
B3, Be7 or gy$,
as ap likable. gqoonpiy places to each face, of buss and position as shown above and on the Join, Details, unless noted otherwise. fiefer to
drawi�igs 160A-Z'fbrstandard plate posnlons.
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
ttru$s in 4onformance with ANSVT 11, or for h dllhg, shipping,, installation and bracin of 1rus es; A on this tlrawin or rgver p e
goal
lisbnn this tlrawing indicates acce fence of roess'onal ennineering reso nslbil�ty Sol ly�for the �esign sown . The suitabilil'y and use o��hls
tlrawing for any s[ructure is the resPponsibiliry of the 1uildingUesign6r pep Ann OTPI 1 Sgeo.2.
For more information see these web sites: Alpi— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .com ICC: iccsafe.o
AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259630 /T26 /JACK
Ply:'
Job Number: 21-0061
FROM:
Cry: 10
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wg1:8.4 lbs
Truss Label: C1
/ ... 02/05/2021
12 C
B CD
O
s s T
CV
o 10,
A
1107
2, r0rr7
1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
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): NA
Loc R+ / R- / Rh / R. / U / RL
B 313 /- /- /258 /129 /49
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.001 C - -
D 10 /-16 /- /17 /16 /-
Des Ld: 37.00
EXP' B Kri. NA
HORZ L : 0.002 C - -
R )
C - /-95 /- 168 193 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
BCDL: 4.0 Pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.572
B Brg Width = 8.0 Min Req = 1.5
D Brg Width Min Req
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.078
= 1.5 = -
C Brg Width = 1.5 Min Req = -
Spacing: 24.0 "
C&C Dist a: 3.00 it
Re Fac: Yes
P
Max Web CSI: 0.000
Bearing B is a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 20.02.01 A.1209.11
Wind Duration: 1.60
WAVE
A-B 56 0 B-C 115 -66
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Wind
e-D o a
Wind loads based on MW FRS whh additional C&C
member design.
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dcating h %Ing, shipping, inptalling and brging., Refer to and follow the latest edition
Com nent Saafety Information, byY PI an $f C )for sate practices nor to ce orming these functions. Installers shall urovide
of BCSI (Building
tempora%
brad g er BVSI., Unl ss ngtetl otherwi ,top chord shall ave roper)Y a�tlaCPleedd ttructOral Shea hin antl bottom hord shall hav a pr Fly
attached id ceilingp Unitas
shown orr permanent lateral resireint of webs shal P a bracinp,nstalled per BCSf sections B3, y or �Y$,
as aP linable. gqoonpTy later to each face, of truss and Position as shown above and on the Join, Details, unless noted otherwise.
drawgs 160A-,- rstandard plate posons.
Aefer to
A%pe, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttruss in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracin of 1rus es; A eat on this tlrawin or raver p e
lisbnn this drawing indicates acce tance of ro ess'onal ennineering reso nslbi1,ty Sol ly or the �esign s�iown. The sultabilil'y and use OTC.
tlrawing for any s[ructure is the resPponsibiliry of the �uiltlingUesign6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbdndust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEON:259738/T6/COMN
Ply:1
Job Number: 21-0061
FROM:
City:1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 156.E Ibs
Truss Label: T6
/
... 02/05/2021
5'P5 10'0'4 15'1' 20'1 25'1"11
90'2'
_
5'05 /'11"14 Al"2 5'0"5 5'0"5
5'0"5
TI E=5X5
i5X5D F%3X4
12
6 p
-
b
�1.5X4D
-4X4(B1)B
�4X4(BI)
A K I
�10'
L
-3X4 =SX8 =9X6
31"
TT'9 i TS"] TS"]
]'T9
2' I 15'1" 22'G7
Loading Criteria (psf)
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity
Non-Gravty
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.120 J 999 360
Loc R+ / R- / Rh
/ R. / U / RL
B 1270 /- /-
/723 /336 /234
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.223 J 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.053 1 - -
L 1136 /- /-
/617 /288 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.099 1 - -
Wind reactions based on
MWFRS
Building
g Code:
NCBCLL: 10.00
Mean Height: 15.00 fit
Creep Factor 2.0
B Br Width = 8.0
9
Min R 1.5
eq =
Soffit; 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS I: O.68B
L Brg Width = 8.0
Min Req = 1.5
Load Duration: 1.25
MWFRS.0 pat
MW FRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.484
Bearings B & H are a rigid surface.
Spacing: 24.0..
C&C Dist a: 3.02 fi
Rep Fac: Yes
Max Web CSI:
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Iba)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A - B 56 0
E - F 839 -1312
GCpi: 0.18
Plate Type(s):
VIEW Ver:20.02.01A.1209.11
Wind Duration: 1.60
WAVE
B-C 1011 -1955
C-D 965-1780
F-G 997 -1807
G -H 1052 -1991
Lumber
Top chord: 2x4 SP#2;
D-E 837 -1312
Sot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces
Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
Wind
B - K 1-6
J - I 1-860
Wind loads based on MW FRS with additional C&C
K-J 1438 8 -652
-H 1710 10 -860
member design.
Wind loading based on both gable and hip roof types.
Maximum Web Forces
Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
C - K 211 -175
J - F 374 -478
K-D 342 -64
F-I 352 -96
D-J 361 -463
1- G 242 -203
E-J 843 -460
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{ricating h ndling, shipping, inptalling and brging., Refer to and follow the latest edition
Com Safety Information, byY PI $f C for functions.
of BCSI (Building
nent an ) sate practices rlor to a orming these Installers shall urovide temporsry
brad g er BVSI., Unitas noted otherwi chord shall eve roper)Y a�tlaoPleedd ttructOral Shea hln antl bottom hord shall hav a pr Fly
,top
attache rigid ceillnpp I!ocations shown or permanent lateral resiraint of webs shahhave bracing,nstalled per BCS�sections B3, Be7 or ��$,
linable. gqooppTy )etas face, Join, Details, fiefer
as ap to each of truss and position as Shown above and on the unless noted otherwise.
tlrawi�igs 160A-Z'fbr standard plate positions.
to
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h tlllhg, shipping,, Installailon antl bracln of 1rus es; A eel on this tlrawin or raver p e
list', thl5 drawing indicates acre fence of roe Uflal ennineerin reso nslbil�ty Sol lygfor the �esign s�iown. The sultabilil'y and use o�ttills
tlrawing for any s[ruc[ure is the resPponsibiliry of the �uiId ngUeaign6r paP ANSUTPI 1 Sgea2.
For more information see these web sites: Alpi— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259654/ T83/JACK Ply:1 Job Number: 21-0061
FROM: Cry: 1 /A GREAT HOME //OLIVA MODEL G-LEFT DRW:
Wgt: 5.6 lbs Truss Label: CIA / ... 02/05/2021
12
6
B
10'9"2
3X4(B1) A _o
0
10'
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 "
L 1'0" 7
1'0" 7 {
i Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
I Sid: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity Non -Gravity
:d: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
Loc R+ / R- / Rh / R. / U / RL
A 43 /- /- /24 /1 118
osure: Closed
Lu: NA Cs: NA
VERT(CL): NA
Category: II
Snow Duration: NA
HORZ(LL): -0.000 B - -
C 19 /- /- /10 /- /-
B Kri. NA
HORZ(TL): 0.000 B - -
B 26 /- /- /16 /19 /-
Building Code:
I Height: 15.00 ft
Creep Factor: 2.0
Wind reactions based on MWFRS
L: 4.0 psf
L: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.027
A Brg Width = 8.0 Min Req = 1.5
'RS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.008
C Brg Width = 1.1.5 Min Req = -
B Brg Width Min Req =
Dist a: 3.00 h
Rep Fac: Yes
Max Web CSI: 0.000
i id
Bearing A is a rigid surface.
from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
I Duration: 1.60
Plate Type(s):
WAVF
VIEW Ver. 20.02.01 A.1209.11
Chords Tens.Comp.
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MW FRS whh additional C&C
member design.
Wind loading based on both gable and hip roof types.
as snown aoove and on
A-B 11 -36
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 0 0
from this drawing, any failure to build the
A eal on this drawin or cover p e
;ign s�iown. The suitabilil'y and use o��his
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEON: 259631 /T15 /JACK
Ply:1
Job Number: 21-0061
FROM:
Oty: 8
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 14.0 Ibs
Truss Label: C2
/ ... 02/05/2021
C
1192
12
T
6
O_
3X4(B1) B
O N
a o
a 10-
1
A D
1 2' { 3 0 7 {
3'0" 7
Loading Criteria (psq
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Dsfl/CSI Criteria
A MaxiroUnt Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl
U#
Gravity Non -Gravity
TCDL: 7.00
Sed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
Loc R+ / R- / Rh / R. / U / RL
B 290 /- /- /214 /76 /85
BCLL: 0.00
Encpelosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.002 D -
-
D 53 /- /- /27 /- /-
Des Ld: 37.00
EXP: B Kri: NA
HORZ L : 0.002 C -
R )
-
C 44 /- /- 128 137 /-
Building Code:
NCBCLL: 10.00
.an Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
BCDL: 4.0 pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.572
B Brg Width = If Min Req = 1.5
D Brg Width = 1.5 Min Req = -
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.087
C Brg Width Min Req = -
Spacing: 24.0 "
C&C Dist a: 3.00 fi
Re Fac: Yes
P
Max Web CSI: 0.000
i id
Bearing B is a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
Maximum Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
ns. omp.Chor
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 20.02.01A.1209.11
Wind Duration: 1.60
WAVE
A-B 56 0 B-C 20 -59
Lumber
Top chord: x4 SP #2; SP 2
Bot chord: 2x4
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Wind
e-D o D
Wind loads based on MW FRS wbh additional C&C
member design.
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dcatin� h ndling, shipping, in>;[alling and braining., Refer to and follow the latest edition of BCSI (Building
Com nent Saafety Information, byY PI an $f C ) for sate practices or to ce orminp these functions. Installers shall umvide temporary
hay
,
brad g er BVSI., Unl es ngtetl otherwi ,top chord shall eve roper)Y a�tlacPleetltl ttmctOral Shea hin antl bottom hord
attacherQri id ceilingp Unitas
shown o permanent lateral restraint of webs shahhave bmcing,nstalled per BCS�sections
shall a pr Fly
B3, Be7 or gy$,
as ap licable. gqoonnTy claces to each face, of truss and position as Shown above and on the Join, Details, unless noted
drawi�igs 160A-Z'fbrstandard plate positions.
otherwise. Aefer to
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
ttrU$s in gonformance with ANSVT 11, or for h tlllhg, shipping,, installation and bracin of 1rus es; A eal on this tlrawin or rgver p e
lishnn this drawing indicates fence lygfor the �esign The
acce of proess'onal ennineering reso nslbil�ty Sol s�iown. suitabilil'y
tlrawing for any s[ruc[ure is the resPponsibility of the �uiltlingUesign6r peP ANSUTPI 1 Sgea2.
and use o��hls
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259632 /T14 /JACK
Ply:'
Job Number: 21-0061
FROM:
Cry: 4
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt 22.4 Ibs
Truss Label: C3
/ ... 02/05/2021
c
12
12'9"2
6 F�o;-
o
O N
� O
3X4(B1) B
Co
1
10
A
�2' 507 {
5'0"7
Loading Criteria (psq
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in ,00 Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Sed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
Loc R+ / R- / Rh / R. / U / RL
B 346 /- /- /243 /78 /122
BCLL: 0.00
Encpelosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.002 D - -
D 92 /- /- /48 /- I-
DEXP'
es Ld: 37.00
B Kri. NA
HORZ L : 0.004 D - -
R )
C 112 /- /- 161 175 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 fi
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
BCDL: 4.0 pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.622
B Brg Width = 8.0 Min Req = 1.5
D Brg Width Min Rea
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.249
= 1.1.5 = -
C Brg Width Min Req = -
Spacing: 24.0..
C&C Dist a: 3.00 fi
Re Fac: Yes
P
Max Web CSI: 0.000
i id
Bearing B is a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
Maximum lop Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
omp.Chor
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 20.02.01A.1209.11
Wind Duration: 1.60
WAVE
A-B 56 0 B-C 50 -127
Lumber
Top chord: SP
Bot chord: 2x4
x4 SP #2;
2
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Wind
e-D o g
Wind loads based on MW FRS wbh additional C&C
member design.
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dcating h %Ing, shipping, inptalling and brging., Refer to and follow the latest edition
Com ne Safety Information, byY PI an $f C )for sate practices or to a orming these functions. Installers shall urovide
of BCSI (Building
temporary
r ,
brad g er BVSI., Unitas ngtetl otherwi ,top chord shall aye roper,Y a�tlacpaed ttructOral Shea hin antl bottom hord shall
attacherQri id ceilingp I!ocahons shown orr permanent lateral restraint of webs shal�have bmcinp,nstalled per BCS�sections
hay a pr Fly
B3, Be7 or ��$,
as ap ,:.able. gqoonpTy ,ales t0 each face, of iru55 and position as Shown above and on the Join, Details, unless noted otherwise. f3efer to
dr., gs 160A-Z'fbr standard plate positions.
A,pp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttr in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracin of 1rus es; A eat on this tlrawin or raver p e
tp
lishnn ihl5 drawingg� indicates acce tance of ro ess'onal ennineering reso nslbiI Sol lygfor the �esign s�iown. The suitabilil'y and use o��his
tlrawing for any s[ructure is the resPponsibiliry of the �uiltlingUesign6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEON: 259633 /T13 /JACK
Ply:'
Job Number: 21-0061
FROM:
Oty: 10
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wg1:8.4 lbs
Truss Label: C4
/ ... 02/05/2021
12 C
B CD
O
s s T
CV
o 10,
A
1107
2, r0rr7
1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
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): NA
Loc R+ / R- / Rh / R. / U / RL
B 313 /- /- /258 /129 /49
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.001 C - -
D 10 /-16 /- /17 /16 /-
Des Ld: 37.00
EXP' B Kri. NA
HORZ L : 0.002 C - -
R )
C - /-95 /- 168 193 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
BCDL: 4.0 Pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.572
B Brg Width = 8.0 Min Req = 1.5
D Brg Width Min Req
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.078
= 1.5 = -
C Brg Width = 1.5 Min Req = -
Spacing: 24.0 "
C&C Dist a: 3.00 it
Re Fac: Yes
P
Max Web CSI: 0.000
Bearing B is a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 20.02.01 A.1209.11
Wind Duration: 1.60
WAVE
A-B 56 0 B-C 115 -66
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Wind
e-D o a
Wind loads based on MW FRS whh additional C&C
member design.
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dcating h %Ing, shipping, inptalling and brging., Refer to and follow the latest edition
Com nent Saafety Information, byY PI an $f C )for sate practices nor to ce orming these functions. Installers shall urovide
of BCSI (Building
tempora%
brad g er BVSI., Unl ss ngtetl otherwi ,top chord shall ave roper)Y a�tlaCPleedd ttructOral Shea hin antl bottom hord shall hav a pr Fly
attached id ceilingp Unitas
shown orr permanent lateral resireint of webs shal P a bradnp,nstalled per BCSfsections B3, Be7 or �Y$,
as aP linable. gqoonpTy later to each face, of truss and Position as shown above and on the Join, Details, unless noted otherwise.
drawgs 160A-,- rstandard plate posons.
Aefer to
A%pe, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttruss in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracin of 1rus es; A eat on this tlrawin or raver p e
lisbnn this drawing indicates acce tance of ro ess'onal ennineering reso nslbi1,ty Sol ly or the �esign s�iown. The sultabilil'y and use OTC.
tlrawing for any s[ructure is the resPponsibiliry of the �uiltlingUesign6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbdndust .coma ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEON: 259938/ T80/JACK Ply:1 Job Number: 21-0061
FROM: Oty: 1 /A GREAT HOME //OLIVA MODEL G-LEFT DRW:
Wgt: 5.6 lbs Truss Label: C4A / ... 02/05/2021
12
6
B
10'9"2
3X4(B1) A _o
0
10'
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 "
L 1'0" 7
1'0" 7 {
i Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
I Sid: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity Non -Gravity
:d: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
Loc R+ / R- / Rh / R. / U / RL
A 43 /- /- /24 /1 118
osure: Closed
Lu: NA Cs: NA
VERT(CL): NA
Category: II
Snow Duration: NA
HORZ(LL): -0.000 B - -
C 19 /- /- /10 /- /-
B Kri. NA
HORZ(TL): 0.000 B - -
B 26 /- /- /16 /19 /-
Building Code:
i Height: 15.00 ft
Creep Factor: 2.0
Wind reactions based on MWFRS
L: 4.0 psf
L: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.027
A Brg Width = 8.0 Min Req = 1.5
'RS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.008
C Brg Width = 1.1.5 Min Req = -
B Brg Width Min Req =
Dist a: 3.00 h
Rep Fac: Yes
Max Web CSI: 0.000
i id
Bearing A is a rigid surface.
from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
I Duration: 1.60
Plate Type(s):
WAVF
VIEW Ver. 20.02.01 A.1209.11
Chords Tens.Comp.
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MW FRS whh additional C&C
member design.
Wind loading based on both gable and hip roof types.
as snown aoove and on
A-B 11 -36
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 0 0
from this drawing, any failure to build the
A eal on this drawin or cover p e
;ign s�iown. The suitabilil'y and use o��his
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEON: 259634 IT12/JACK
Ply:1
Job Number: 21-0061
FROM:
Oty: 8
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 14.0 Ibs
Truss Label: C5
/ ... 02/05/2021
C
1192
12
T
6
O_
3X4(B1) B
O N
a o
a 10-
1
A D
1 2' { 3 0 7 {
3'0" 7
Loading Criteria (psq
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Dsfl/CSI Criteria
A MaxlroUnt Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl
U#
Gravity Non -Gravity
TCDL: 7.00
Sed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
Loc R+ / R- / Rh / R. / U / RL
B 290 /- /- /214 /76 /85
BCLL: 0.00
Encpelosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.002 D -
-
D 53 /- /- /27 /- /-
Des Ld: 37.00
EXP: B Kri: NA
HORZ L : 0.002 C -
R )
-
C 44 /- /- 128 137 /-
Building Code:
NCBCLL: 10.00
.an Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
BCDL: 4.0 pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.572
B Brg Width = If Min Req = 1.5
D Brg Width = 1.5 Min Req = -
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.087
C Brg Width Min Req = -
Spacing: 24.0 "
C&C Dist a: 3.00 fi
Re Fac: Yes
P
Max Web CSI: 0.000
i id
Bearing B is a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
Maximum Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
ns. omp.Chor
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 20.02.01A.1209.11
Wind Duration: 1.60
WAVE
A-B 56 0 B-C 20 -59
Lumber
Top chord: x4 SP #2; SP 2
Bot chord: 2x4
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Wind
e-D o D
Wind loads based on MW FRS wbh additional C&C
member design.
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dcatin� h ndling, shipping, in>;[alling and braining., Refer to and follow the latest edition of BCSI (Building
Com nent Saafety Information, byY PI an $f C ) for sate practices or to ce orminp these functions. Installers shall umvide temporary
hay
,
brad g er BVSI., Unl es ngtetl otherwi ,top chord shall eve roper)Y a�tlacPleetltl ttmctOral Shea hin antl bottom hord
attacherQri id ceilingp Unitas
shown o permanent lateral restraint of webs shahhave bmcing,nstalled per BCS�sections
shall a pr Fly
B3, Be7 or gy$,
as ap licable. gqoonnTy claces to each face, of truss and position as Shown above and on the Join, Details, unless noted
drawi�igs 160A-Z'fbrstandard plate positions.
otherwise. Aefer to
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
ttrU$s in gonformance with ANSVT 11, or for h tlllhg, shipping,, installation and bracin of 1rus es; A eal on this tlrawin or rgver p e
lishnn this drawing indicates fence lygfor the �esign The
acce of proess'onal ennineering reso nslbil�ty Sol s�iown. suitabilil'y
tlrawing for any s[ruc[ure is the resPponsibility of the �uiltlingUesign6r peP ANSUTPI 1 Sgea2.
and use o��hls
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN:259635/T71/JACK
Ply:'
Job Number: 21-0061
FROM:
Cry: 4
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt:22.4 lbs
Truss Label: C6
/ ... 02/05/2021
c
12
12'9"2
6 F�o;-
o
O N
� O
3X4(B1) B
Co
1
10
A
�2' 507 {
5'0"7
Loading Criteria (psq
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in ,00 Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Sed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
Loc R+ / R- / Rh / R. / U / RL
B 346 /- /- /243 /78 /122
BCLL: 0.00
Encpelosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.002 D - -
D 92 /- /- /48 /- I-
DEXP'
es Ld: 37.00
B Kri. NA
HORZ L : 0.004 D - -
R )
C 112 /- /- 161 175 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 fi
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
BCDL: 4.0 pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.622
B Brg Width = 8.0 Min Req = 1.5
D Brg Width Min Rea
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.249
= 1.1.5 = -
C Brg Width Min Req = -
Spacing: 24.0..
C&C Dist a: 3.00 fi
Re Fac: Yes
P
Max Web CSI: 0.000
i id
Bearing B is a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
Maximum lop Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
omp.Chor
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 20.02.01A.1209.11
Wind Duration: 1.60
WAVE
A-B 56 0 B-C 50 -127
Lumber
Top chord: SP
Bot chord: 2x4
x4 SP #2;
2
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Wind
e-D o g
Wind loads based on MW FRS wbh additional C&C
member design.
Wind loading based on both gable and hip roof types.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dcating h %Ing, shipping, inptalling and brging., Refer to and follow the latest edition
Com ne Safety Information, byY PI an $f C )for sate practices or to a orming these functions. Installers shall urovide
of BCSI (Building
temporary
r ,
brad g er BVSI., Unitas ngtetl otherwi ,top chord shall aye roper,Y a�tlacpaed ttructOral Shea hin antl bottom hord shall
attacherQri id ceilingp I!ocahons shown orr permanent lateral restraint of webs shal�have bmcing,nstalled per BCS�sections
hay a pr Fly
B3, Be7 or ��$,
as ap ,:.able. gqoonpTy ,ales to each face, of iru55 and position as Shown above and on the Join, Details, unless noted otherwise. fiefer to
dr., gs 160A-Z'fbr standard plate positions.
A,pp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttr in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracin of 1rus es; A eat on this tlrawin or raver p e
tp
lishnn ihl5 drawingg� indicates acce tance of ro ess'onal ennineering reso nslbiI Sol lygfor the �esign s�iown. The suitabilil'y and use o��his
tlrawing for any s[ructure is the resPponsibiliry of the �uiltlingUesign6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259667/ T57/JACK
PIy:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 18.2 lbs
Truss Label: C7
/ ... 02/05/2021
1'10 3 "9 '0"7
r 110„9 1,1 „�41
D
"12 '91
,2 C
T
�
5 Fo-
O
N=3X4(B1) B HB 7"15
N
0
a
1
10'
1
A GHF E
T
2 2'3" 4"7
2'3" 3'0'7
Loading Criteria (prq
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Sed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.005 G 999 360
Loc R+ / R- / Rh / R. / U / RL
a 290 /- /- /214 /76 /85
BCLL: 0.00
Encpelosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.009 G 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.004 G - -
E 36 /- /- /20 /4 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ L : 0.006 G - -
R )
D 50 /- /- 120 130 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
BCDL: 4.0 Pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.572
B erg Width = 8.0 Min Req = 1.5
E Brg Width Min Req
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.088
= 1.5 = -
D Brg Width = 1.5 Min Req = -
Spacing: 24.0 "
C&C Dist a: 3.00 it
Re Fac: Yes
P
Max Web CSI: 0.023
Bearing B is a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 20.02.01 A.1209.11
Wind Duration: 1.60
WAVE
A-B 56 0 C-D 22 -47
Lumber
Top chord: 2x4 SP #2;
B-C 4 -65
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Plating Notes
B- H 15 -9 G- E 0 0
All plates are 1.5X4 except as noted.
C - G 10 -8 H - F 0 0
Wind
Wind loads based on MW FRS with additional C&C
Maximum Web Forces Per Ply (Iba)
member design.
Webs Tens.Comp.
Wind loading based on both gable and hip roof types.
G - H 58 -1
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dc090 h ndling, shipping, inptalling and brging., Refer to and follow the latest edition
Coro nent Saafety Information, byY PI an $fOC ) for sate practices �rlor to ce orminpp these functions. Installers shall urowde
of BCSI (Building
tempporary
brad g er BVSI., Unl ss ngtetl otherwi ,top chord shall eve roperIY a�tlaCPlaedd ttructOral Shea hin antl bottom hord shall hay a pr Fly
UnitasPt bmcing,nstalled BCSfsections B3, Ba7 gy$,
id lateral
attached ceilingp shown or ermanent resf of webs shahhave per
as ap licable. gqoonnTy )etas to each face, of iru55 and position as Shown above and on the Join, Details, unless noted otherwise.
or
Aefer to
drawi�igs 160A-Z'for standard plate positions.
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracm of 1rus es; A eel on this tlrawin or raver p e
1ttru$s
,,rX, this drawing indicates acce fence of ro ess'onal ennineering reso nslbil�ty Sol ly or the 3esgn s�iown. The sultabilil'y and use o��his
tlrawing for any s[ruc[ure is the resPponsibiliry of the �uildingUeaign6r paP ANSUTPI 1 Sgea2.
For more information see these web sites: Alpi— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259673 /T58 /JACK
Ply ll
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME "OLIVA MODEL G-LEFT
DRW:
Wgt: 26.6 lbs
Truss Label: C8
/ ... 02/05/2021
D
T ,2'9"2
12 0
0 6
O
N
n J11
3X4(B1)B HB 2'7"15 E
T
1 i 1D'
A GHF
1109 14"$ I_ 2'47
i� 21
1'160. 12 r 80„7
H
z'B'
Loading Criteria (F q
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Sed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.040 F 999 360
Loc R+ / R- / Rh / R. / U / RL
a 346 /- /- /243 /78 /122
BCLL: 0.00
Encpelosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.064 F 933 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.019 G - -
E 75 /- /- /41 /- /-
Des Ld: 37.00
EXP' B Kri. NA
HORZ L : 0.033 G - -
R )
D 114 /- /- 167 167 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ff
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
BCDL: 4.0 Pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.571
B erg Width = 8.0 Min Req = 1.5
E Brg Width Min Req
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.175
= 1.5 = -
D Brg Width = 1.5 Min Req = -
Spacing: 24.0 "
C&C Dist a: 3.00 it
Re Fac: Yes
P
Max Web CSI: 0.070
Bearing B is a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 20.02.01 A.1209.11
Wind Duration: 1.60
WAVE
A 56 0 C-D 51 -112
Lumber
Top chord: 2x4 SP#2;
B-C 0 -107
Bct chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Plating Notes
B - H 25 -48 G - E 0 0
All plates are 1.5X4 except as noted.
C-G 58 -15 H-F 0 0
Wind
Wind loads based on MW FRS with additional C&C
Maximum Web Forces Per Ply (Iba)
member design.
Webs Tens.Comp.
Wind loading based on both gable and hip roof types.
G - H 63 -1
"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dc090 h ndling, shipping, inptalling and brging., Refer to and follow the latest edition of BCSI (Building
Coro nent Safety Information, byY PI an 'SOC ) for sate practices �rlor to a orming these functions. Installers shall umvide temporary
brad g er BVSI., Unl ss ngtetl otherwi ,top chord shall aye roper)Y a�tlacpaed ttmctOral Shea hin antl bottom hord shall hay a pr Fly
Unitas
id lateral bmcinp,nstalled BCS�sections B3, Be7 gy$,
attacherQri ceilingp shown or ermanent restraint of webs shal�have per or
as aP linable. qkqogp y fates to each face, of truss and Position as shown above and on the Join, Details, unless noted otherwise. f3efer to
tlrawi�igs 160A.,- r standard plate posNons.
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h dlmg, shipping,, installailon antl bracin of 1rus es; A eal on this tlrawin or raver p e
lisbnn this drawing indicates acce tance of ro�ess'onal ennineermg reso nslbility Sol lygfor the �esign s�iown. The suitabilil'y and use o��his
tlrawing for any s[ructum is the resPponsibiliry of the �uiltlingUesign6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259670 / T55/JACK
PIy:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 18.2 lbs
Truss Label: C9
/ ... 02/05/2021
1'10 3 "9 '0"7
r 1'0„9 1,1 „�41
D
"12 '91
,2 C
T
�
5 Fo-
O
N=3X4(B1) B HB 7"15
N
0
a
1
10'
1
A GHF E
T
2 2'3" 4"7
2'3" 3'0'7
Loading Criteria (prq
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Sed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.005 G 999 360
Loc R+ / R- / Rh / R. / U / RL
a 290 /- /- /214 /76 /85
BCLL: 0.00
Encpelosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.009 G 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.004 G - -
E 36 /- /- /20 /4 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ L : 0.006 G - -
R )
D 50 /- /- 120 130 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
BCDL: 4.0 Pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.572
B erg Width = 8.0 Min Req = 1.5
E Brg Width Min Req
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.088
= 1.5 = -
D Brg Width = 1.5 Min Req = -
Spacing: 24.0 "
C&C Dist a: 3.00 it
Re Fac: Yes
P
Max Web CSI: 0.023
Bearing B is a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 20.02.01 A.1209.11
Wind Duration: 1.60
WAVE
A-B 56 0 C-D 22 -47
Lumber
Top chord: 2x4 SP #2;
B-C 4 -65
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Plating Notes
B- H 15 -9 G- E 0 0
All plates are 1.5X4 except as noted.
C - G 10 -8 H - F 0 0
Wind
Wind loads based on MW FRS with additional C&C
Maximum Web Forces Per Ply (Iba)
member design.
Webs Tens.Comp.
Wind loading based on both gable and hip roof types.
G - H 58 -1
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dc090 h ndling, shipping, inptalling and brging., Refer to and follow the latest edition
Coro nent Saafety Information, byY PI an $fOC ) for sate practices �rlor to ce orminpp these functions. Installers shall urowde
of BCSI (Building
tempporary
brad g er BVSI., Unl ss ngtetl otherwi ,top chord shall eve roperIY a�tlaCPlaedd ttructOral Shea hin antl bottom hord shall hay a pr Fly
UnitasPt bmcing,nstalled BCSfsections B3, Ba7 gy$,
id lateral
attached ceilingp shown or ermanent resf of webs shahhave per
as ap licable. gqoonnTy )etas to each face, of iru55 and position as Shown above and on the Join, Details, unless noted otherwise.
or
Aefer to
drawi�igs 160A-Z'for standard plate positions.
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracm of 1rus es; A eel on this tlrawin or raver p e
1ttru$s
,,rX, this drawing indicates acce fence of ro ess'onal ennineering reso nslbil�ty Sol ly or the 3esgn s�iown. The sultabilil'y and use o��his
tlrawing for any s[ruc[ure is the resPponsibiliry of the �uildingUeaign6r paP ANSUTPI 1 Sgea2.
For more information see these web sites: Alpi— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SEON:259742/T7/COMN
Ply:'
Job Number: 21-0061
FROM:
City: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt:172.2 lb.
Truss Label: T7
/
... 02/05/2021
30T
re�
sms 1arr•a 1s'1• zs'1•s zss•s
' s•ms a•n•1a sro•1z ss•s s•r
zss'
s'rn '
TI a=SXs
/SXsp Fi3X4
12
TI
8 p
C
\1.SXap
G%3X4
-
H �I
IT1
=axNe11B
N M
K O
=3X4 =5X8 =3Xa
=5X81111.5X8
30'2'
T5•] T
8'1.5
� 2 P12 67
]'I"9 15'1' 226']
28T12
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
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): 0.110 D 999 360
Loc R+ / R- / Rh
/ R. / U / RL
B 1273 /- /-
/725 /336 /221
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.205 D 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.044 J - -
O 1133 /- /-
/593 /289 /-
Des Ld: 37.00
EXP. B Kzt. NA
HORZ(TL): 0.081 J - -
Wind reactions based on
MWFRS
Building Code:
NCSCLL: 10.00
Mean Height: 15.00 fi
Creep Factor: 2.0
B Brg Width = 8.0
Min Req
Soffit: 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS 0.691
O Brg Width = 8.0
Min Req = 1.5
Load Dumtion: 1.25
BCDL: 4.0 pat
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.796
Bearings B & O are a rigid
surface.
Spacing: 24.0 "
C&C Dist a: 3,02 it
Rep Fac: Yes
Max Web CSI: 0.486
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Ibs)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
A:B 56 0
E - F 840 -1317
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01A.1209.11
Wind Duration: 1.60
WAVE
B-C 1012 -1962
C-D 967-1788
F-G 1014 -1847
G-H 961 -1845
Lumber
Top chord: 2X4 SP #2;
D-E 838-1318
H-1 757 .15W
Sot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces
Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
Wind
B - N 1
-08
L - K 1757 -9
Wind loads based on MW FRS with additional C&C
N-M 1444 -7
K-J 8 - 5
member design.
-704
M - L 1463 4
Right antl vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Web Forces
Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
C-N 210 -175
L-G 230 -220
N-D 341 -65
G-K 115 -160
D -M 361 -464
H -K 520 -907
E - M 846 -462
K -1 1837
M - F 386 -492
1920
I - J 583 -1115
F -L 370 -112
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
e in fal{dcatin0 h %in,, shipping, inptallin9 and br,!gg., Refer to and follow the latest edition
Trusses require extreme ca[on!
Com nent Saafety Information, byY PI an $IC )for sate practices nor to ce orminp these functions. Installers shall urowde
of BCSI (Building
temporsry
brooi g er BVSI., Unitas ngled 0 herwi , top chord shall eve roper)Y a�tlacPleetltl ttructOral Shea hln antl bottom hord shall hav a pr Fly
attacheTri id ceillnpp I!ocations shown �r permanent lateral resfraint of webs shahhave bmcinp installed per BCS�sections B3, B$ or �y$,
as ap linable. gqoonnTy claces t0 each face, of au55 and position as shown above and on the Join, Details, unless noted otherwise.
tlrawlaigs 160A.,- r steward plate positions.
f3efer to
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. shall not, be responsible for any d0 'ation from this drawing, any failure to build the
ttru$s in 4onformance with AfdN 11, or for h oilhg, shipping,, Installation antl bracln of 1rus es; A eel on this tlrawin or raver p e
lissnn this drawing indicates acce fence of ro ess'onal ennlneer 8 reso nslbillty sot lygfor the �eslgn a own. The sultabllll'y and use o��his
tlraw ng for any s[ruc[ure Is the resPponsibillry of the �uiltlingUesign6r peP ANSUTPI 1 Syec.2.
For more information as. these web sites: Alpi— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o
= AWC: awc.or.
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259676 /T60 /JACK
Ply ll
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME "OLIVA MODEL G-LEFT
DRW:
Wgt: 26.6 lbs
Truss Label: C10
/ ... 02/05/2021
D
T ,2'9"2
12 0
0 6 V
C
O
N
n J11
3X4(B1)B HB 2'7"15 E
T
1 i 1D'
A GHF
1'10 2'47
i� 21
1'160. 12 r 80„7
H
z'B'
Loading Criteria (F q
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Sed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.040 F 999 360
Loc R+ / R- / Rh / R. / U / RL
a 346 /- /- /243 /78 /122
BCLL: 0.00
Encpelosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.064 F 933 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.019 G - -
E 75 /- /- /41 /- /-
Des Ld: 37.00
EXP' B Kri. NA
HORZ L : 0.033 G - -
R )
D 114 /- /- 167 167 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ff
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
BCDL: 4.0 Pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.571
B erg Width = B.0 Min Req = 1.5
E Brg Width Min Req
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.175
= 1.5 = -
D Brg Width = 1.5 Min Req = -
Spacing: 24.0 "
C&C Dist a: 3.00 it
Re Fac: Yes
P
Max Web CSI: 0.070
Bearing B is a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.16
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 20.02.01 A.1209.11
Wind Duration: 1.60
WAVE
A 56 0 C-D 51 -112
Lumber
Top chord: 2x4 SP#2;
B-C 0 -107
Bct chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Plating Notes
B - H 25 -46 G - E 0 0
All plates are 1.5X4 except as noted.
C-G 58 -15 H-F 0 0
Wind
Wind loads based on MW FRS with additional C&C
Maximum Web Forces Per Ply (Iba)
member design.
Webs Tens.Comp.
Wind loading based on both gable and hip roof types.
G - H 63 -1
"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dc090 h ndling, shipping, inptalling and brging., Refer to and follow the latest edition of BCSI (Building
Coro nent Safety Information, byY PI an 'SOC ) for sate practices �rlor to a orming these functions. Installers shall umvide temporary
Unitas
brad g er BVSI., Unl ss ngtetl otherwi ,top chord shall aye roper)Y a�tlacpaed ttmctOral Shea hin antl bottom hord shall hay a pr Fly
id lateral bmcinp,nstalled BCS�sections B3, Be7 gy$,
attacherQri ceilingp shown or ermanent restraint of webs shal�have per or
as aP linable. qkqogp y fates to each face, of truss and Position as shown above and on the Join, Details, unless noted otherwise. f3efer to
tlrawi�igs 160A.,- r standard plate posNons.
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h dlmg, shipping,, installailon antl bracin of 1rus es; A eal on this tlrawin or raver p e
lisbnn this drawing indicates acce tance of ro�ess'onal ennineermg reso nslbility Sol lygfor the �esign s�iown. The suitabilil'y and use o��his
tlrawing for any s[ructum is the resPponsibiliry of the �uiltlingUesign6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN:259973/T35/GABL
Ply:1
Job Number: 21-0061
FROM:
Cry: 7
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt 14.0 Ibs
Truss Label: P1
/ ... 02/05/2021
13 3 3
1''99"
„'{ 1,'96"„36
12
6 C=3X4
T T
- B D �
N 7
1 A — — — E 201 2
— 3'6"6
'T 33'6"6"6
6
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs), or'=PLF
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.000 C 999 360
Loc R+ / R- / Rh / R. / U / RL
B.72 /- /- /44 /28 /8
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.001 C 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.000 - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.000 - -
B Brg Width = 42.3 Min Req = -
Building Code:
NCBCLL: 10.00
Mean Height: 15.39 fi
TCDL: 4.0 psf
Creep Factor: 2.0
Bearing B is a rigid surface.
Soffit; 2.. 0
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.019
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.030
A - B 10 0 C - D 112 -101
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Fac: Yes
MaxWeb CSI: 0.000
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
B - C 112 -101 D - E 10 0
GCpi: 0.18
Plate Type(s):
VIEW Ver. 20.02.01 A.1209.11
Wind Duration: 1.60
WAVE
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Lumber
Top chord: 2x4 SP #2;
B - D 77 -43
Bct chord: 2x4 SP #2;
Plating Notes
All plates are 2X4(A7) except as noted.
Wind
Wind loads based on MW FRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{dc090 h ndling, shipping, in>;[alling and brging., Refer to and follow the latest edition of BCSI (Building
Com nent Safety Information, byY PI an $fG )for sate practices �rlor to ce orminp these functions. Installers shall urowde tamporary
brad g er BVSI., Unl ss ngtetl otherwi ,top chord shall ave roper)Y a�tlacpaed ttructOral Shea hin antl bottom hord shall hav a pr Fly
attacherQri id ceiling Unitas
shown or ermanent lateral restraint of webs shal?have bmcing,nstalled per BCS�sections B3, Be7 or gy$,
as ap linable. qkqogp yy fates to each face, of truss and position as shown above and on the Join, Details, unless noted otherwise. fiefer to
tlrawi�igs 160A-Z'fbr standard plate positions.
Alppine, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttr in gonformance with ANSVT 11, or for h tlllhg, shipping,, installation antl bracin of 1rus es; A eat on this tlrawin or raver p e
tp
lissnn this drawing indicates acce tance of ro ess'onal ennineering reso nslbiI Sol lygfor the �esign s�iown. The suitabilil'y and use OTC.
tlrawing for any s[ructum is the resPponsibiliry of the �uiltlingUesign6r peP ANSUTPI 1 Sgea2.
For more information see these web sites: AI ine: al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN: 259976/T39/GAEL
PIy:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wgt: 14.0 Ibs
Truss Label: P2
/ ... 02/05/2021
I.2'5"11
3'6
{
110
1'0"11 11
12
6 F�- ;9X4
_ D
-r a E T
o -
1 A F �20'1"2
i 3'6"6
_$ 3'6"6
3'6"6
Loading Criteria (F q
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs), Or'=PLF
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioo Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.001 D 999 360
Loc R+ / R- / Rh / R. / U / RL
B.72 /- /- /40 /38 /7
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.001 D 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.000 - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP. B Kzt. NA
HORZ(TL): 0.000 - -
B Brg Width = 42.3 Min Req = -
Building Code:
NCBCLL: 10.00
Mean Height: 20.60 ff
TCDL:4.0 psf
Creep Factor: 2.0
Bearing B is a rigid surface.
Soffit: 2.00
BCDL: 2.0 pat
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.041
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Load Duration: 1'25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.030
A - B 10 0 D - E 232 -117
Spacing: 24.0..
C&C Dist a: 3.00 it
Rep Fac: Yes
MaxWeb CSI: 0.000
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Mfg Specified Camber:
B - C 231 .117 E - F 10 0
GCpi: 0.18
Plate Type(s):
C-D 216 -95
VIEW Ver. 20.02.01A.1209.11
Wind Duration: 1.60
WAVE
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber
Top chord: 2x4 SP #2;
Chords Tens.Comp.
Bct chord: 2x4 SP #2;
B - E 95 -135
Plating Notes
All plates are 2X4(A7) except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat TC
24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trus require extreme care in fal{dcatin� h ndling, shipping, in>;[alling and bracing., Refer [o antl follow the latest etlition of BCSI (Building
Com nent Safety Information, byY PI an $IG )for sate practices �rlor to ce orminp these functions. Installers shall urowde tamporsry
braoi g er BVSI., Unl ss ngtetl otherwi ,top chord shall eve roper)Y a�tlacPleetltl ttructOral Shea hin antl bottom hord shall hav a pr Fly
attacherQri id ceilingp I!ocasons shownr permanent lateral restraint of webs shahhave bmcing,nstalled per BCS�sections B3, Be7 or ��$,
as ap licable. gqoOnpTy laces to each face, of truss and position as Shown above and on the Join, Details, unless noted otherwise. fiefer to
draw,�igs 160A-Z'fbr standard plate positions.
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracm of 1rus es; A eel on this tlrawin or raver p e
listmn this drawing indicates acce fence of ro�ess'onal ennmeermg reso nslbil�ty Sol lygfor the �esign s�iown. The suitabilil'y and use o��hls
1 Sgea2.
tlrawing for any structure is the resPponsibiliry of the �uiId ngUeaign6r paP ANSUTPis.
For more information see these web sites: Alpi— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
0 PDF created with pdfFactory Pro trial version www.r)dffactory.com
SECN:259746/T16/COMN
Ply:1
Job Number: 21-0061
FROM:
Cry: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
DRW:
Wg1:169.4 lb.
Truss Label: T8
/
... 02/05/2021
5tl"5 _ 10tl"4 161' 20'1'5 26'6" 30'2"
_
I
5'0"5 4'11"14 5'0"12 5'0"5 6'4"11 3'3"
TI B=5x5
/5X5D Fa3X4
6 p 2
b
�1.$X4 C
-
G�5X5 X H
T
-4Xa(Bt)B
A
-9X4 -5x8 =3X4 -3x8 lilt. X61N
30-T
_ ]'T9 TS"] TS"] 4'3"e 34'
_
2,1
]'T9 15'1' 226"] 26'10" 30'2'
Loading Criteria (psf)
Wind Criteria
Snow Crlterla (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.111 D 999 360
Loc R+ / R- / Rh
/ R. / U / RL
B 1273 /- /-
/728 /334 /220
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.208 D 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.041 1 - -
N 1133 /- /-
/568 /293 /-
Des Ld: 37.00
EXP. B Kri. NA
HORZ(TL): 0.076 1 - -
Wind reactions based on
MWFRS
Building
g Code:
NCSCLL: 10.00
Mean Height: 15.00 fit
Creep Factor: 2.0
B Br Width = 8.0
9
Min R 1.5
eq =
Soffit; 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CS 0.690
N Brg Width = , 0
Min Req = 1.5
Load Dumtion: 1.25
BCDL: 4.0 pat
MW FRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.796
Bearings B & N are a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3,02 it
Rep Fac: Yes
Max Web CSI: 0.499
Maximum Top Chord Forces
Chords Tens.Comp.
Per Ply (Iba)
Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Mfg Specified Camber:
A:B 56 0
E - F 843 -1321
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01 A.1209.1 I
Wind Duration: 1.60
WAVE
B-C 1010 -1962
C-D 966-1787
F-G 988 -1842
G-H 924 -1673
Lumber
Top chord: 2x4 SP#2;
D-E 837 -1318
Sot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces
Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
Wind
B - M 1444 -761
K -1 1808 -10-5
Wind loads based on MW FRS with additional C&C
M-L 1471 -761
J-I 8 -5
member design.
L-K 1471 -766
Right antl vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Web Forces
Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
C -M 208 -174
F -K 343 -67
M-D 339 -64
K-G 242 -256
D - L 363 -466
G - J 606 -979
E - L 860 -474
J - H 1954 .1078
L - F 401 -504
H -1 643 -1094
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fal{ric090 h ndling, shipping, inptalling and brging., Refer to and follow the latest edition of BCSI (Building
Coro nent Safety Information, byY PI an $fOC ) for sate practices �rlor to a orming these functions. Installers shall umvide temporary
brad g er BVSI., Unl SS ngtetl otherwi ,top chord shall eve roper)Y a�tlacpaetl ttmctOral Shea hin antl bottom hord shall hay a pr Fly
attache rigid ceilingp Unitas shown or permanent lateral restraint of webs shahhave bmcing,nstalled per BCS�sections B3, Be7 or gy$,
as ap licable. gqoonpTy places to each face, of truss and position as Shown above and on the Join, Details, unless noted otherwise. fiefer to
tlrawi�igs 160A-Z'fbrstaward plate positions.
AIpp'ne, a division of ITW Buildin�gQ omponEntb Grout Inc. Shall not,be responsible for any d0 'anon from this drawing, any failure to build the
ttru$s in gonformance with ANSVT 11, or for h tlllhg, shipping,, installailon antl bracm of 1rus es; A eel on this tlrawin or raver p e
lissnn this drawing indicates acce fence of ro ess'onal ennineering reso nslbil�ty Sol ly�for the �9% s�iown. The suitabilil'y and use o�trtlls
tlrawing for any s[ruc[ure is the resPponsito of the �uiId ngUeaign6r paP ANSUTPI 1 Sgea2.
For more information see these web sites: Alpi— al ineitw.co- TPI: t inst.or , SBCA: sbcindust .co- ICC: iccsafe.o = AWC: awc.or
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