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COA #10 278
02/05/2021
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32821
ALPINE Phone: (800)755-6001
mi.wco my www.alpineitw.com
Site Information:
Customer., Central Florida Truss, Inc.
Job Number: 21-0061
Job Descri tion: /A GREAT HOME //OLIVA MODEL G-LEFT
Address: Port St Lucie, FL
Job Engineering Criteria: IN
Design Code: FBC7thEd2020Res
IntelliVIEW Version: 20.02.01A
JRef#., 1X207610013
Wind Standard: ASCE 7-16 Wind Speed (mph): 160.000000
Design Loading (psf): 37.00
Building Type: Closed
This package contains general notes pages, 80 truss drawing(s) and 6 detail(s).
Item
Drawing Number
Truss
1
036.21.1624.32465
T1
3
036.21.1624.36074
T3
5
036.21.1624.33590
T5
7
036.21.1624.35809
T6
9
036.21.1624.36371
T8
11
036.21.1624.35278
T10
13
036.21.1624.30012
T12
15
036.21.1624.33700
T14
17
036.21.1624.33403
T16
19
036.21.1624.30746
T18
21
036.21.1624.33246
T20
23
036.21.1624.36090
T22
25
036.21.1624.31090
T24
27
036.21.1624.32012
T25
29
036.21.1624.36918
T27
31
036.21.1624.30418
T29
33
036.21.1624.33824
T31
35
036.21.1624.29981
T33
37
036.21.1624.31434
T35
39
036.21.1624.36777
T37
41
036.21.1624.31121
T39
43
036.21.1624.30372
T41
45
036.21.1624.29872
T43
47
036.21.1624.32637
T45
49
036.21.1624.34543
T47
51
036.21.1624.34669
T49
Item
Drawing Number
Truss
2
036.21.1624.35059
T2
4
036.21.1624.34607
T4
6
036.21.1624.30309
T5A
8
036.21.1624.34465
T7
10
036.21.1624.30247
T9
12
036.21.1624.33887
T11
14
036.21.1624.35981
T13
16
036.21.1624.29888
T15
18
036.21.1624.36387
T17
20
036.21.1624.33106
T19
22
036.21.1624.35324
T21
24
036.21.1624.32387
T23
26
036.21.1624.34168
T24A
28
036.21.1624.32543
T26
30
036.21.1624.33028
T28
32
036.21.1624.31371
T30
34
036.21.1624.32965
T32
36
036.21.1624.32746
T34
38
036.21.1624.30840
T36
40
036.21.1624.30606
T38
42
036.21.1624.36574
T40
44
036.21.1624.36840
T42
46
036.21.1624.31778
T44
48
036.21.1624.29810
T46
50
036.21.1624.33637
T48
52
036.21.1624.32840
V1
Florida Certificate of Product Approval #FL1999 Printed 2/5/2021 4:51:08 PM
SEQN: 259730/ HIPS
Ply: 1
Job Number: 21-0061
CusLR]61 JRe1:1-7616013 T51 /
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.33590
Truss Label: T5
AK / DF 02/05/2021
10'0"4 15' 20'1"5 25'2"2 30'2"
4'11"14 4'11"12 5'1"5 5'0"12 4'11"14
-5 5
T T
�5X5 �3X4
F
12
6
%4 �5X5
C G
B H
A 1 �10
4%4(81) -3X4 -5X8 -3%4-4%4(B71)
30'2-
77"9 14'10"15 7'7"9
2' F 2,
77"9 2Z6"7 302"
Loading Criteria (po 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): 0.123 K 999 360 Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.227 K 999 240 g 1265 /- /- /723 /333 /255
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.057 J - - M 1265 /- /- 1723 /333 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 02.0 J - - Wind reactions based on MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ff Building Code: Creep Factor: 2.0 B Brg Width = 8.0 Min Roof = 1.5
TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf FBC 7M Ed. 2020 Res. Max TO CSI: 0.685 M Brg Width = 8.0 Min Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.791 Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0.479
Spacing: 24.0 " C&C Dist a: 3.02 ff P McXlmum Top Chord Forces Per Ply (Ibs)
Loc. from endwallI Any Chords Tens.Comp. Chords Tens. Comp.
Pl te;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 1004-1946 E -F 829 -1303
Lumber C-D 959 -1771 F-G 958 -1770
D - E 829 -1302 G - H 1002 -1945
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 1t2;
Webs: 2x4 SP #2; Maximum Sot Chord Forces Per Ply (Ibs)
We
Chords Tens.Comp. Chords Tens. Comp.
Wind B-L 1680 -761 K-J 1430 -565
Wind loads based on MW FRS with additional C&C L - K 1429 -585 J - H 1659 -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.
D-K 3W -464 K-F 3W -465
E - K K% -455
, (^�
No. 648
ATE OF
COA
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$ralling and bracin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S8fety Information, by Tf I and'S�CAI f�i sa practices to perforr ing then taunctioi Insta�ler shalPpr vide tem ovary
Prior
M
bracin r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all y
adach� dri id CSe L cations 5h wn for Finanen latergl restraiht of wgb5 Shall hav braclnp 1n5f�Iletl r 6(:SI s ctrons 63, 87 r B70,
App�r face, tFtQ f�efer
�s applicable. �1Pat8s to acR oQt, anr] position as shown above and on JoinFDetails, unless nota otherwise. to ALPINE
rawings 160A-Z fo s an and pate p0sltlons. efer to job's General Noes page for additional information.
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive
Ilsan [m drawinp Indica)es acreptan f' pr f Sa I en��ne�Fin res n iyility 5 Iglyi r the design Shown. The surtabilig and use 0 is Suite 305
draviQng or any sBuclure Is the responsc%1 o 1�1e �ui�ding'Designbr i5ec.o2.
peP�I�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafe.or , AWC: awc.om Orlando FL, 32821
SEQN: 259734/ HIPS
Ply: 1
Job Number: 21-0061
CueLR]61 JRB7:1-7610013 TS /
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.30309
Truss Label: T5A
AK / DF 02/05/2021
10'0"4 20'1"5 25'2"2
4'11"14 5'0"12 5'0"5 5'0"12 4'11"14
=5X5
E
T T
/5X5 �3F
F
12
6 p
- �'1.5X4 "X5
m C G
B H
A I �10
4X4(BI) -3X4 -5X8 -3X4-4X4(BMi)
302"
T79 ]'S"] 75"7 ]']"9
2 T79 15'1" 22'6"7 2
Loading Criteria (po Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reaotlons (Ibs)
in
TCLL 20.00 Wind Std: ASCE 7-16 Pg: NA Cf. NA NA PP Deflection in loc Udefl U# Gravity Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.123 K 999 360 Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.227 K 999 240 g 1265 /- /- /723 /334 /255
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.057 J - - M 1265 /- /- 1723 /334 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 02.0 J - - Wind reactions based on MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ff Building Code: Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5
TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf FBC 7M Ed. 2020 Res. Max TO CSI: 0.685 M Brg Width = 8.0 Min Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.791 Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Re Fac: No Max Web CSI: 0.478
Spacing: 24.0 " C&C Dist a: 3.02 ff P McXlmum Top Chord Forces Per Ply (Ibs)
Loc. from endwallI Any FT/R7:ype(.): Chords Tens CompChords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 1005 -1946 E -F 829 -1303
Lumber CD 959 -1771 F-G 958 -1770
D-E 829 -1302 G-H 1D03 -1945
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 1t2;
Webs: 2x4 SP #2; Maximum Sot Chord Forces Per Ply (Ibs)
We
Chords Tens.Comp. Chords Tens. Comp.
Wind B-L 1680 -761 K-J 1430 -565
Wind loads based on MW FRS with additional C&C L - K 1429 -585 J - H 1659 -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.
D-K W2 -464 K-F 364 -465
E - K K% -454
, (^�
GV^�
S
No. 648
ATE OF i•�
COA
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S8fety Information, by Tf I and'S�CAI f�i spa practices to perforr ing then taunctioi Insta�ler shalPpr vide tem ovary
Prior
M
bracin r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all y
adach� dri id CSe L cations 5h wn for Finanen latergl restraiht of wgb5 Shall hav bracing inSf�Iletl r 6(:SI s ctrons 63, 87 r B70,
�s applicable. App�r �1Pat8s to acR face, oQt, anr] position as shown above and on tFtQ JoinFDetails, unless nota otherwise. f�efer to ALPINE
rawings 160A-Z fo s an and pate p0sltlons. efer to job's General Noes page for additional information.
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive
Ilsan [m drawing Indica)es acreptan f' pr f Sa en��ne�Fin res n iyility 5 Iglyi r the design Shown. The suaabilig and use 0 is Suite 305
draviQng or any sBuclure Is the responsc%1 o 1�1e f�ui�ding'Designbr i5ec.o2.
peP�I�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafe.or , AWC: awc.om Orlando FL, 32821
SEQN: 259738/ COMN
Ply: 1
Job Number: 21-0061
CusLR]61 JRe1:1X20]610013 T3 /
FROM:
Qry: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.35809
Truss Label: T6
AK / DF 02/05/2021
5'0"5 10ro"4 5'1 1' 20'1"5 25'1'11 90'2'
4'11"1d s'o"12 sro"s s'0"5 sro"s
=5X5
E
T
'D%5 �31r4
12
6 p
1.SUj(4
C
-
B
H
A
4%4(B1) =31<4 =9xe =3X4 =4Xa(131)
�10
30'2"
]']"9 7T9
2 � 7'75 �
Loading Criteria (po 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 too Udefl U# Gravity
Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.120 J 999 360 Loc R+ / R- / Rh
/ Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.223 J 999 240 B 1270 /- /-
/723 /336 /234
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.053 - - L 1136 /- /-
/617 /288 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.2.0 - - Wind reactions based on MW FRS
Mean Height: 15.00 ff
NCBCLL 10.00 Building Code: Creep Factor. 2.0 B Brg Width = 8.0
TCDL: 4.0 psf
Min Req = 1.5
Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. MaxTO CSI: 0.688 L Brg Width =
Min Req = 1.5
m
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CS': 0.794 Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0..4
Spacing: 24.0 " C&C Dist a: 3.02 ff P Maximum Top Chord Forces
Per Ply (Ibs)
Loc. from endwallI Any Chords Tens Comp
Chords Tens. Comp.
Pl te;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 1011 -1955
E -F 839 -1312
Lumber CD 965-1780
D-E 837 -1312
F-G 997 -1807
G-H 1052 -1991
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 1t2;
Webs: 2x4 SP #2; Maximum Sol Chord Forces
We
Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
Wind B- K 1668 -837
J-1 1448 -650
W ind loads based on MW FRS with additional C&C K - J 143B -652
1- H 1710 -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.
D - J 361 -463
J - F 374 -478
E - J 843 -460
o,� F •.,�
No. 648
ATE OF f•4t
ANAL
COA
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING'
T` `•IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$ralling and bracin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S8fety Information, by Tf I and'S�CAI f�i spa practices to perforr ing then taunctioi Insta�ler shalPpr vide tem ovary
Prior
M
bracin r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all y
adach� dri id CSe L cations 5h wn for Finanen1 latergl restraiht of wgb5 Shall hav bracing inSf�Iletl r 6(:SI 5 ctrons 63, 87 r B70,
�s applicable. App�r 4Pat8s to acR face, oQt, antl position as shown above and on tFtQ JoinFDetails, unless nota otherwise. f�efer to
rawings 160A-Z fo s an and pate positions. efer to job's General Noes page for additional information.
ALPINE
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
II50n [m drawing Indica)es acreptan f' pr f sa en��ne�Fin res n iylli s Iglyi r the design Shown. The suaabilig and use 0 is
draviQng or any sBuclum Is the responsc%1 o 1�1e �ui�ding'Designbr i5ec.o2.
6750 Forum Drive
Suite 305
peP�I�SI/TPI
For more information see these web sites: Alpine: al ineit—nn; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafe.or , AWC: awc.om
Orlando FL, 32821
SEQN: 259742/ COMN
Ply: 1
Job Number: 21-0061
CusLR]61 JRB1:1-76111013 T1 /
FROM:
Oty: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o:
036.21.1624.34465
Truss Label: T7
AK / DF 02/05/2021
_ 5'p'5 10'p'4 15'1" 2D'1"5 259"5
� 5'0'5 6'11'14 5'a'12 5'a'5 5'2'
302i
28'fi"
3'2'11
-5X5
E %
p0X5 03 F4
T
12
8 p
m ®1.5�X4
ks 4
m
�5X5 =3X H I
e
T
A
JO
=4X (B 1) =3X4 =5X8 _U4
_
11.5X6
302"
6'1'S 4
28T'12 3�0'2
Loading Criteria (po 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 too 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
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.205 D 999 240 g 1273 /- /-
p25 /336 /221
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.044 J - -
O 1133 /- /-
/593 /289 /-
EXP: B K2t: NA HORZ TL
Des Ld: 37.00 ( ): 0.081 J - -
Wind reactions based on
MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ft Building Code: Creep Factor: 2.0
TCDL: 4.0 psf
B Brg Width = 8.0
Min Req = 1.5
Soffit: 2.00 psf FBC 7th Ed. 2020 Res. Max TO CSI: 0.691
O Brg W id[h = 8.0
Min Req = 1.5
MWFRS.0
Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI Std: 2014 Max BC CSI: 0.796
Bearings B & O are a rigid surface.
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0.486
Spacing: 24.0 " C&C Dist a: 3.02 h P
Maximum Top Chord
Forces Per Ply (Ibs)
Loc. from endwallI Any
Chords Tens.Comp.
Chords Tens. Comp.
Pl te;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
B-C 1012 -1982
F-G 1014 -1847
Lumber
CD 967 -1788
D-E 83B -1318
G-H 961 -1845
H-1 757 -1509
Top chord: 2x4 SP #2;
E - F 840 -1317
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp.
Chords Tens. Comp.
Wind loads based on MW FRS with additional C&C
B - N 1675 -SB2
M - L 1463 -704
member design.
N-M 1444 -708
L-K 1757 -918
Right end 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.
D-M 361 -464
H-K 520 -907
E-M 846 -462
K-I 1837 -920
-...r1YrMlrrNrtry�,
M - F 386 -492
1- J 583 -1115
No. 648
ATE OF f�47r
*\l�OR1
�HAI
COA
02/05/2021
'"WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$ralling and bracin Refer to ntl follow the I test editi
Componengt S8fety Information, by Tf I and'S�CAI f�i s�a�e�/ practices to pertorr ing the a taunctions. Insta�ler shalPpr
n of BCSI (Building
vide tem ovary
Prior
bracin r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery adached stmctural s. eathin and boaolrlc ord. sha4have a rope y
adach �dri itl celLn L catlOnS 5h wn for Finanen11 lateral restraiht of wgb5 Shall hav braclnp Insf�Iletl r 6(:SI Vic 63, 87 r B70,
App�r face, brags t o f�efer
�s appllcab�e. o antl position as shown above and on JoinFDeto,'. unless notedeothenvise.
4W3s to acR
rawings 160A-Z fo s an and pate positions. efer to job's General Noes page for additional information.
to
ALPINE
tru no a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d1glation from this drawing, any
truss In conformance with ANSI/ 11, or or hand�!n� shl ping installs ion. an bracinnn o trusses. A seal on this drawing
failure to build the
or cover p��e
Ilstm thi drawing Indlca)es acreptan f' pr f ssi I en�me@yin res n iyillty s Iglyi r the design Shown. The suitability
draviQngor any s ucture Is the responscei6piry o1�1e �ui�ding'Designbr i5ec.o2.Suite
and use 0 Is
6750 Forum Drive
6750 305
peP�I�SI/TPI
For more information see these web sites: Alpine: al ine!t—nn; TPI: t inst.or ; SBCA: sbdndust .com; ICC: iccsafa.or AWC: awc.o
Orlando FL, 32821
SEQN: 259746/ COMN
Ply: 1
Job Number: 21-0061
GuSLR]61 JRe1:1X20]610013 T16 /
FROM:
Qry: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.36371
Truss Label: T8
AK / DF 02/05/2021
5'0'5 for 1 15'1' 20'1'5
265' 30'2'
L3
Swl'S 4'1%II 5'0"12 5'0"5
6'4"11
=5X5
E
T
D� �3�4
12
6 p
m 81 sbX4
-5X5 -3X8 m
G H
T
B
y
A
4Xd(B1) =3X4 =5%8 =21X(4
=3X8 1111503
30'2"
]']"9 TS']
2
~� 15'1'
Loading Criteria (po 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): 0.111 D 999 360 Loc R+ / R- / Rh
/ Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.208 D 999 240 g 1273 /- /-
1728 /334 /220
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.041 - -
N 1133 /- /-
/568 /293 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.2.0 - -
Wind reactions based on
MWFRS
NCBCLL: 10.00 Mean Height: 15.00 ff Building Code: Creep Factor: 2.0
TCDL: 4.0 psf
B Erg Width = B.0
Min Req = 1.5
Soffit: 2.00 BCDL: 4.0 psf FBC 7M Ed. 2020 Res. Max TO CSI: 0.690
N Brg Width = 8.0
Min Roof = 1.5
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CS': 0.796
Bearings B & N are a rigid surface.
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0..9
Spacing: 24.0 " C&C Dist a: 3.02 ff P
Maximum Top Chord Forces
Per Ply (Ibs)
Loc. from endwall: Any
Chords Tens.Comp.
Chords Tens. Comp.
Pl te;ype(.):
GCpi: 0.16 Plate Type(s):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
B-C 1010 -1962
E -F 843 -1321
Lumber
C-D 966 -1797
D - E 837 -1318
F-G 988 -1842
G - H 924 -1673
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 1t2;
We
Webs: 2x4 SP #2;
Maximum Sol Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
Wind
B -M 1674 -933
L-K 1471 -766
Wind loads based on MWFRS with additional C&C
M-L 1444 -761
K-J 1809 -1008
member design.
Right end 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.
D-L 363 -466
G-J 606 -979
E - L 860 -474
J - H 19M -1078
L-F 401 -5D4
H-I 643 -1094
_
S
o,� F •.,�
No. 648
ATE OF f•4t
IOR1
�G��14'�,
�HAI
COA
02/05/2021
'"WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi
Componengt S8fety Information, by Tf I and'S�CAI f�i spa practices to pertorr ing then taunctioi Insta�ler shalPpr
n of BCSI (Building
vide tem ovary
Prior
bracin r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery adached stmctural s. eathin and boaolrlc ord. sha4have all y
M
adach� dri id CSe L cations 5h wn for Finanen latergl restraiht of webs Shall hav braclnp 1nsf�Iletl r 6(:SI 5 ctrons 63, 87 r B70,
App�r face, tFtQ f�efer
�s applicable. 4Pat8s to acR oQt, anr] position as shown above and on JoinFDetails, unless nota otherwise.
rawings 160A-Z fo s an and pate p0sltlons. efer to job's General Noes page for additional information.
to
ALPINE
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive
Ilsen [m drawing Indica)es acreptan f' pr f sa en��ne�Fin res n iyility s Iglyi r the design Shown. The surtabilig
draviQng or any sBuclum Is the responsc%1 o 1�1e �ui�ding'Designbr peP�I�SI/TPI i5ec.o2.
and use 0 is
Suite 305
For more information see these web sites: Alpine: al ine!tw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafe.or , AWC: awc.om
Orlando FL, 32821
SEQN: 259750/ COMN
Ply: 1
Job Number: 21-0061
GuSLR]61 JRe1:1-7610013 T11 /
FROM:
Qry: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.30247
Truss Label: T9
AK / DF 02/05/2021
5'0"5 15'1' 20'1"5 24'6" 30'2" i
4-1'
5'0"5 4'11"1d 5'0"12 5'0'S 4'4'11 5'8'
=5%5
E
T
'D%5 �34
12
6 F71S5X5(SRS)
-
= 81.5%4 G =3%H
C -
B
1
�10
A
=4%4(81) =3%4 =5xe =5X8 1111.5%6
30'2"
~2�
Loading Criteria (po 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): 0.113 K 999 360 Loc R+ / R- / Rh / Rw / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.211 K 999 240 B 1273 /- /- 1733 /331 /220
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.037 - - M 1133 /- /- /545 /298 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.2.0 - - Wind reactions based on MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ff Building Code: Creep Factor: 2.0 B Brg Width = 8.0 Min Req
TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf FBC 7M Ed. 2020 Res. Max TO CSI: 0.686 M Brg W id[h = 8.0 Min Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.812 Bearings B & M are a rigid surface.
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0.691
Spacing: 24.0 " C&C Dist a: 3.02 ff P Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwallI Any Chords Tens CompChords Tens. Comp.
Pl te;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 1011 -1960 E -F 836 -1322
Lumber C-D 966 -1785 F-G 1179 -2039
D - E 837 -1324 G - H 951 -1722
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; Maximum Sol Chord Forces Per Ply (Ibs)
We
Chords Tens.Comp. Chords Tens. Comp.
Wind BL 1673 986 K-J 1446 -810
-
Wind loads based on MW FRS with additional C&C L --K 1445 -813
member design.
Right end 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.
D-K 380 -457 G-J 810 -1177
E - K 846 -453 J - H 1955 -1075
11WM K-F 387 -458 H-I 6W -10%
F J 511
- -276
Sr LI
o,. ��EN!'sF
No. 648
ATE OF
COA
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$ralling and bracin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S8fety Information, by Tf I and'S�CAI f�i spa practices to perforr ing then taunctioi Insta�ler shalPpr vide teovary
Prior
bracin r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery adached stmctural s. eathin and boaolrlc ord. sha4have all ope y
M
adach� dri id CSe L cations 5h wn for Finanen latergl restraiht of webs Shall hav braclnp 1nsf�Iletl r 6(:SI s ctrons 63, 87B70,
App�r face, tFtQ f�efer
�s applicable. 4Pat8s to acR oQt, anr] position as shown above and on JoinFDetaa, unless nota otherwise. to ALPINE
rawings 160A-Z fo s an and pate positions. efer to job's General Noes page for additional information.
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e 6750 Forum Drive
II50n [m drawinp Indica)es acreptan f' pr f Sa en��ne�Fin res n iyility 5 Iglyi r the design Shown. The surtabilig and use 0 is Suite 305
draviQng or any sBuclum Is the responsc%1 o 1�1e �ui�ding'Designbr peP�I�SI/TPI i5ec.o2.
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafe.or , AWC: awc.om Orlando FL, 32821
SEQN: 259754/ COMN
Ply: 1
Job Number: 21-0061
CueLR]61 JRe1:1X20]610013 T18 /
FROM:
Qry: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.35278
Truss Label: T10
AK / DF 02/05/2021
10'0"4 15'1' 20'-!F 22'!1
26'4' 30'2"
5'0'S 4'11'14 5'0.12 5'0"5 2N'11
3'10' 3'10"
1
=5X5
E
T
05X5 �3X4
F
12 =5X5
6 p G
=3X4 1111.5X4
H
m 81.sbxa
T 0
a
e
l
A
�10'
4X4(B1) =3X4 =5X8 =3Jxe
=6X6JN
30'2•
_ ]']"9 7'1"7 TB"12
T6"4
2
~� 15'1" 22']-12
Loading Criteria (po 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): 0.105 D 999 360 Loc R+ / R- / Rh
/ Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.197 D 999 240 g 1273 /- /-
1739 /327 /220
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.041 J - -
N 1133 /- /-
/543 /303 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.2.0 J - -
Wind reactions based on
MWFRS
NCBCLL: 10.00 Mean Height: 15.00 ff Building Code: Creep Factor: 2.0
TCDL: 4.0 psf
B Width = B.0
Min Req
Soffit: 2.00 BCDL: 4.0 psf FBC 7M Ed. 2020 Res. Max TO CSI: 0.691
El W id[h = 8.0
N El
Min Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.796
Bearings B & N are a rigid surface.
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0.713
Spacing: 24.0 " C&C Dist a: 3.02 ff P
Maximum Top Chord Forces
Per Ply (Ibs)
Loc. from endwallI Any
Chords Tens.Comp.
Chords Tens. Comp.
Pl te;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
B-C 1010-1963
E -F 840 -1314
Lumber
C-D 966 -1788
D-E 842-1317
F-G 1072 -1826
G -H 918 -1593
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 1t2;
Webs: 2x4 SP #2;
We
Maximum Sol Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
Wind
B -M 1675-1039
-
LK 1460 860
Wind loads based on MWFRS with additional C&C
-
ML 1443 -858
K--J 932 -5W
member design.
Right end 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.
D-L 356 -463
G-K 594 -917
E - L 838 -456
K- H 985 -475
-00"WrRrb
F_K 37788 _497
H-J 874 -1360
G�...EtisF
188
o . M���
No. 648
ATE OF f•4t
ANAL
COA
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING,
T` `•IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi
Componengt S8fety Information, by Tf I and'S�CAI f�i sa practices to pertorr ing then taunctioi Insta�ler shalPpr
n of BCSI (Building
vide tem ovary
Prior
bracin r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery adached stmctural s. eathin and boaolrlc ord. sha4have all y
M
adach� dri Itl CSe L catlOnS 5h wn for Finanen latergl restraiht of webs Shall hav braclnp Insf�Iletl r 6(:SI 5 ctrons 63, 87 r B70,
App�r face, tFtQ f�efer
�s applicable. 4Pat8s to acR oQt, anr] position as shown above and on JoinFDetails, unless nota otherwise.
rawings 160A-Z fo s an and pate p0sltlons. efer to job's General Noes page for additional information.
to
ALPINE
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive
Ilsan [m drawing Indica)es acreptan f' pr f sa en��ne�Fin res n I ility s Iglyi r the design Shown. The surtabilig
draviQng or any sBuclum Is the responsc%1 o 1�1e �ui�ding'Designbr peP�I�SI/TPI i5ec.o2.
and use 0 is
Suite 305
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafe.or , AWC: awc.om
Orlando FL, 32821
SEQN: 259758/ COMN
Ply: 1
Job Number: 21-0061
CuSLR]61 JRe1:1X20]610013 T19 /
FROM:
Qry: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.33887
Truss Label: T11
AK / DF 02/05/2021
5'0'5 "'0"4 15'1' 20'6' 25'2'4 30'2'
5'0'S 4'11'14 5'0'12 5'S' 4'8"4 NV12
=5X5
E
TI
p 5X5 -5 F5 =3G4 =4XH
2 T
6
m 81.s0xa m
a
e
A
4X4(B1) =3X4 =5X8 =3U =4X4 1111.5X6
30'2"
_ ]']"9 ]'S"] 5'8"8 4'8"4 4'8"4
-�
2
~� 15'1" 20'8'8 25'S-12 30'2"
Loading Criteria (po Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
in
TCLL 20.00 Wind Std: ASCE 7-16 Pg: NA Cf. NA NA PP Deflection in loc 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
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.197 D 999 240 g 1273 /- /- /748 /322 /220
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.036 J - - N 1133 /- /- /558 /310 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.2.0 J - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height: 15.00 ff Building Code: Creep Factor: 2.0 B Width = B.0 Min Req
TCDL: 4.0 psf
El W id[h = 8.0 Min Req = 1.5
Soffit: 2.00 BCDL: 4.0 psf FBC 7M Ed. 2020 Res. MaxTO CSI: 0.692 N El
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.796 Bearings B & N are a rigid surface.
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0.686
Spacing: 24.0 " C&C Dist a: 3.02 ff P Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any Chords Tens CompChords Tens. Comp.
Pl te;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 1012 -1984 E -F 839 -1316
Lumber C-D 967 -1788 F-G 904 -1457
D-E 846 -1316 G -H 580 -909
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 1t2;
Webs: 2x4 SP #2; Maximum Sol Chord Forces Per Ply (Ibs)
We
Chords Tens.Comp. Chords Tens. Comp.
Wind B -M 1676-1091 L -K 1485 -925
Wind loads based on MWFRS with additional C&C M-L 1443 -921 K-J 959 -618
member design.
Right end 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.
D -L 352 -461 K-G 760 -436
E-L 821 -445 G-J 669 -879
MIN L - F 374 -499 J - H 1339 -855
,0IMF
S F - K 374 -486 H -1 750 -1095
LI
o . '�cEti!SF
No. 648
ATE OF f�cr
ANAL
COA
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING,
T` `•IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S8fety Information, by Tf I and'S�CAI f�i sa practices to pertorr ing then taunctioi Insta�ler shalPpr vide tem ovary
Prior
M
bracin r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery adached stmctural s. eathin and boaolrlc ord. sha4have all y
adach� dri id CSe L catlOnS 5h wn for Finanen latergl restraiht of webs Shall hav braclnp Insf�Iletl r 6(:SI 5 ctrons 63, 87 r B70,
�s applicable. App�r 4Pat8s to acR face, oQt, anr] position as shown above and on tFtQ JoinFDetails, unless nota otherwise. f�efer to ALPINE
rawings 160A-Z fo s an and pate p0sltlons. efer to job's General Noes page for additional information.
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive
Ilsan [m drawing Indica)es acreptan f' pr f sa en��ne�Fin res n iyility s Iglyi r the design Shown. The surtabilig and use 0 is Suite 305
draviQng or any sBuclum Is the responsc%1 o 1�1e f�ui�ding'Designbr i5ec.o2.
peP�I�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafe.or , AWC: awc.om Orlando FL, 32821
SEQN:259970/ COMN Ply: 2 I Job Number: 21-0061 Cus1:R]61 JRBf:1X20]610013 T36 /
FROM: Oty: 1 /A GREAT HOME //OUVA MODEL G-LEFT DrxNo: 036.21.1624.30012
Truce Label: T12 AK / DF 01JOW021
2 Complete Trusses Required
]2'15 11'3'1 15'1•' 195'4 24.3'10 71"1'12 i3p2'
0'0"2 3'9'15 4'4'6 5'4'6 4'11'2 54
=7X6
E
TgSXB x10FGSRS) 1111.5X4
=H101H T
2
B 2 D
0 W1
T1 si
TT = Bfilp I
'1 A l �10•
SX5(w) 1113m N =10X10 =SS%14 -10X14
1113X10 1115X10
W2"
4.11'4 4'6'6 5.4'fi
T1'10 10'11'9 15'1' 20'0'4 24'9'10 30'2'
ling Criteria (po
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
• Maximum Reactions (Ibs)
_: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Gravity Non -Gravity
L: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.285 N 999 360
Loc R+ / R- / Rh / Rw / U / RL
L: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.527 N 684 240
B 7526 /- /- /- /2230 /-
L: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.077 C - -
Q 9342 /- /- /- /2678 /-
Ld: 37.00
EXP: B K2t: NA
HORZ TL
( ): 0.142 C -
Wind reactions based on MWFRS
Building Code:
CLL: 0.00
Mean Height: 15.00 ft
Creep Factor: 2.0
B Brg Width = 8.0 Min Req = 3.1
1: 2.00
TCDL: 4.0 psf
FBC 7M Ed. 2020 Res.
Max TO CSI: 0.983
O Brg Width = 8.0 Min Req = 3.9
I Duration: 1.25
BCDL: 4.0 lost
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.824
Bearings B & O are a rigid surface.
:ing: 24.0 "
C&C Dist a: 3.02 it
Re Fac: No
P
Max Web CSI: 0.995
Members not listed have forces less than 375#
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Maltlmum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.01A.1209.11
B-C 2180-7392 E -F 1499 -5062
C -D 1M-6345 F-G 1390 -4745
D - E 1493 -5052 G - H 1396 -4763
Wind Duration: 1.60
WAVE 18SS HS
5ber
Plating Notes
Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E;
Sol chord: 2x6 SP 2400f-2.OE; B3 2x6 SP #2;
Webs: 2x4 SP #2; W8,W 11 2x4 SP 2250f-1.9E;
Lt Wedge: 2x4 SP #2;
Bracing
(a) #3 or better scab reinforcement. Same size & 80
length of web member. Attach with 1 Od Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Nailnots
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 2 Rows @ 6.00" O.C. (Each Row)
Webs :1 Row @ 4"o.c.
Use equal spacing between rows and stagger nails
in each now to avoid splitting.
Special Loads
-----(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25)
TC: From 56 plf at -2.13 to 56 pit at 7.15
TC: From 28 plf at 7.15 to 28 pit at 17.06
TC: From 56 plf at 17.06 to 56 pit at 30.17
BC: From 4 plf at -2.13 to 4 pit at 0.00
BC: From 20 plf at 0.00 to 20 ph at 7.14
BC: From 10 plf at 7.14 to 10 plf at 23.06
BC: From 20 plf at 23.06 to 20 plf at 30.17
BC: 2709 Ib Conc. Load at 7.14
BC: 1067 lb Cow Load at 9.06,11.06
BC: 1091 lb Cow. Load at 13.06,15.06,17.06.19.06
21.06
BC: 1089 lb Conc. Load at 23.06
BC: 1057 Ib Cow Load at 25.06
BC:1228 lb Conc. Load at 27.06,29.06
"`IMPORTANT"` FURNISH THIS
All plates are 5X6 except as noted
Purflns
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.
Laterally brace top chord below filler and bottom chord
above filler at 24" o.c., in;c u ' lf" race at
chord ends (If no rigid rp exl 1nt).
/f No. 648
i ATE OF /,cf;
by ,R1�; G\
con # `���NAI �
02/05/2021
to
THEINSTALLERS
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - O 6547 -1921 N - M 55B7 -1643
O - N 65M -1914 M - L 5764 -1709
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
O-C 1251 -336 F-P 411 -1317
C - N 350 -12D2 L - P 5657 -1679
N - D 2106 -602 P - K 1667 -428
D-M 553 -1908 P-H 6179 -1810
E - M 4407 -1236 I - H 1176 -3967
M-F 607-2015 I-J 1177 -3973
It is the responsibility of the building designer
and truss fabricator to review this dwg prior
to cutting lumber to verify that all data, including
dimensions and loads, conform to the architectural
plans, specifications and fabricator's truss layout.
Of
ALPINE
6750 Foram Drive
Suite 305
Orlando FL, 32821
SEQN: 259762/ FLAT
Ply: 2
Job Number: 21-0061
Cue1:R761 JR11:1-76111013 T31 /
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.35981
Truss Label: T13
AK / DF 02/05/2021
�� 2 Complete Trusses Required
7'5"2 14'S" 214"14 28'10"
7'S"2 6'11"14 6'11"14 7'5"2
-5X5 -3X4 =5X5 =3X4 -5X5
A B C D E
T
1
-10'
1112X6 —5X8 --3X8 =5X8 1112X6
28'10"
T1"10 T3"6 T3"6 T1"10
7'110 28'10"
Loading Criteria (po 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): 0.168 C 999 360 Loc R+ / R- / Rh / Rw / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.310 C 999 240 J 2709 /- /- /- /824 /-
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.043 A - - F 2819 /- /- /- /858 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.080 A - Wind reactions based on MW FRS
Mean Height: 15.00tt Buildin 9 q=-
NCBCLL 0.00 g Code: Creep Factor. 2.0 J Br Width Min Re
TCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.955 F Brg Width = 4.0 Min Req = 1.7
Soffit:
ion: BCDLMWFRS.0 psf Bearing F is a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI Std: 2014 Max BC CSI: 0.860
Re Fac: No Max Web CSI: 0.511 Members not listed have forces less than 375#
Spacing: 24.0 " C8C Dist a: 3.00 tt P
Meltlmum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.1I Plate Type(.):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 A-B 613 -2029 C-D 806 -2662
Lumber Deflection B - C 806 -2662 D - E 611 -2023
Top chord: 2x4 SP #2; Max JT VERT DEFL: LL: 0.17" DL: 0.14". See detail Maximum Sot Chord Forces Per Ply (Ibs)
Sot chord: 2x4 SP #2; DEFLCAMB1014 for camber recommendations. Chords Tens.Comp. Chords Tens. Comp.
Webs: 2x4 SP #2; Provide for adequate drainage of roof.
Nallnote Additional Notes I - H 2O88 -642 H - G 2082 -640
Nail Schedule:0.1289c3", mim n. nails Truss must be installed as shown with top chord up. MaximuWeb Forces Per Ply (Ibs)
Top Chord: l Row @12.00' o.c' Webs Tens.Comp. Webs Tens. Comp.
Sot Chord: 1 Row @12.00" o.c.
Webs :1 Row @ 4"o.c. A-J 431 -1234 H-D 658 -188
Use equal spacing between rows and stagger nails A - 1 2263 -683 D - G 369 -759
in each now to avoid splitting. 1-8 370 -758 G - E 2258 -6B2
Special Loads B - H 651 -186 E - F 451 -1264
(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25) IMMIN
TC: From 27 0.00 to 27 28.83
plf at pit at
�S C,
BC: From 10 at 0.00 to 10 pit at 28.83 FLI
TC: 168 lb Cow.. Load at 0.77, 2.77, 4.77, 6.77
�/�
8.77,10.77,12.77,14.77,16.77,18.77,20.77,22.77 •
24.77,26.77,28.77 • \GEIV�F
O •., G1
BC: 129 lb Cow. Load at 0.77, 2.77, 4.77, 6.77 i
8.77,10.77,12.77,14.77,16.77,18.77, 20.77, 22.77
24.77,26.77,28.77 No. [rib
Hangers/Ties * :
(J) Hanger Support Required, by others
Purlins .�� ATE OF f'q
The of this tins shall be braced with attached O yO R`
spanss X at 24" OC in lieu of Structural Sheathing. A QIt
^<(` •
Wind
Wind loads and reactions based on MWFRS. COA If�OAIAL�G
End verticals not exposed to wind pressure. 02/05/2021
'"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"`IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (BUiltling
Componengt S�fety Information, by Tf�land'S�CAI f�i s�a�e�/ practices to pertor$ning the a taunctiona Insla�ler shalPpr vide toovary
Prior
brain r.BB S1. Unless noted otherwise, too ch rd s all awe �ropery attached stmctural s. eathin and bot 0&. ord. shall have all ope y
attach� dd id CeiLn L cati0n5 5h wn for Finanen lateral restraiht of wgb5 Shall haw braCinp insf�Iletl r 6(:SI s coons 63, 87B70,
�o
�s applicable. App�r 4Pat8s to act face, oQlru�ss anr] position as shown above and on JoinFDetails, unless nounctihenvise. Defer to ALPINE
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for addhional information.
tru no a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any digiation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping install: ion. an bracinnn o trusses. A seal on this drawing or cover p��e
IISOn [M drawing indicates acreptan f' pr f ssi 1 en�me@yin res n iydi s lZ 6750 Forum Drive"
the design shown. The suhabdiry and use 0 is Suite 305
draviQngor any sBuclure Is the responscei6piry o1�1e �ui�ding'Designbr i5ec.o2.
peP�I�SI/TPI .
For more information see these web sites: Alpine: al ine!tw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafe.or AWC: awc.o Orlando FL, 32821
Mto TNS W.—has teen electronicalN v9neh
r11M% aMS 4a d-19a Dlghal S191.—Pnnhh
FLE�,� ypyg NiMout an on9inal v9naWre mu4 he
M�ti�
564e ALPINE
1
COA #t0 278
q1 ATE OF f c> 02/05/2021
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32821
Phone:(800)755-6001
www.alpineitw.com
Site Information:
Pa a 2:
Customer: Central Florida Truss, Inc.
Job Number: 21-0061
Job Descri tion: /A GREAT HOME //OLIVA MODEL G-LEFT
Address: Port St Lucie, FL
Item
Drawing Number
Truss
53
036.21.1624.35293
V2
55
036.21.1624.35638
V4
57
036.21.1624.31559
J1
59
036.21.1624.33996
J3
61
036.21.1624.30762
J5
63
036.21.1624.32090
KJ2
65
036.21.1624.30669
KJ4
67
036.21.1624.35340
C1
69
036.21.1624.31887
C2
71
036.21.1624.30996
C4
73
036.21.1624.31154
C5
75
036.21.1624.35028
C7
77
036.21.1624.29809
C9
79
036.21.1624.30934
P1
81
BRCLBSUB0119
83
DEFLCAM61014
85
VAL180160118
Item
Drawing Number
Truss
54
036.21.1624.33496
V3
56
036.21.1624.34043
V5
58
036.21.1624.35496
J2
60
036.21.1624.29934
J3A
62
036.21.1624.33199
KJ1
64
036.21.1624.32200
KJ3
66
036.21.1624.35887
KJ5
68
036.21.1624.36324
CIA
70
036.21.1624.30075
C3
72
036.21.1624.33324
C4A
74
036.21.1624.30590
C6
76
036.21.1624.31606
C8
78
036.21.1624.32293
C10
80
036.21.1624.30621
P2
82
BRWEBLOK1014
84
PB160160118
86
VALTN160118
Florida Certificate of Product Approval #FL1999 Printed 2/5/2021 4:51:08 PM
SEQN: 259770/
FLAT
Ply: 1
Job Number: 21-0061
Cu51:R761 JRe1:1X207610013 T25 /
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
DrwNo: 036.21.1624.33700
Truss Label: T14
AK / DF 02/05/2021
7'52
14'S"
21'4"14 28'10"
1
7'5"2
+ 6'11"14 +
6'11"14 + T5"2
=4X5
=3X4 =5X5
=3X4 =4X5
A
B C
D
E
W
W2
Z_
J I H G
15X6 —5X6 -3X6 �5X6 11115)
2V10"
+10'
I_ T1^10
7'3"6 T3"6
7'1"10
7'1"10
14'S" 21'8"6
28,10"
Loading Criteria (po
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): 0.087 C 999 360
Loc R+ / R- / Rh / Rw / U / RL
SCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.161 C 999 240
J 1067 /- /- /505 /293 /-
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.027 A - -
F 1067 /- /- /505 /293 /-
Des Ld: 37.00
EXP: B K2t: NA
HORZ TL
( ): 0.050 A -
Wind reactions based on MW FRS
NCBCLL10.00
Mean Height: 15.03 ft
Building
gCode:
Creep Factor. 2.0
J Br Width Min Re
9 q=-
Soffit: 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TO CSI: 0.792
F Brg W id[h = 4.0 Min Req = 1.5
Load Duration: 1.25
MWFRS.0 psf
MWFRS Parallel Dist: hl2 to h
TPI Std: 2014
Max BC CSI: 0.610
Bearing F is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 h
Re Fac: Yes
P
Max Web CSI: 0.714
Members not listed have forces less than 375#
Loc. from endwallI Any
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens CompChords Tens. Comp.
GCpi: 0.1B
Pl te;ype(.):
Plate Type(s):
Wind Dumtion:1.60
WAVE
VIEW Ver: 20.02.01A.1209.11
A-B 894 -1279 CD 1147 -1672
Lumber
B-C 1147 -1672 D-E 894 -1279
Top chord: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord: 2x4 SP 1t2;
Webs: 2x4 SP W2,W82x4 SP 2250f-1.9E;
Chords Tens.Comp. Chords Tens. Comp.
Hangers/Ties
I-H 1321 -935 H-G 1321 -935
(J) Hanger Support Required, by others
Maximum Web Forces Per Ply (Ibs)
Wind
Webs Tens.Comp. Webs Tens. Comp.
Wind loads based on M W FRS with additional C&C
A - J 782 -1009 H - D 424 -285
member design.
A-1 1536 -1074 D-G 661 -689
End verticals not exposed to wind pressure.
I - B 661 -6B9 G - E 1536 -1074
B - H 424 -285 E - F 782 -1009
Additional Notes
Truss must be installed as shown with top chord up.
MM1Nrtr
�pIS F(FM
No. 648
ATE OF pc(;
%LORVOP"'�t14'�
OAIAL
con#
02/05/2021
'"WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING'
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating. handling, shiooina. installino and bracino. Refer to and follow the latest edition
of BCSI (Buildin
ALPINE
6750 Fomm Dnve
Suite 305
Orlando FL, 32821
SEQN: 259774/ FLAT
Ply: 1 Job
Number: 21-0061
CusLR761 JRe1:1-761(b13 -7 /
FROM:
Oly: 1 /A
GREAT HOME //OUVA MODEL G-LEFT
Drw o:
036.21.1624.29888
Truss
Label: T15
AK / DF 02/05/2021
7'5"2 14'5" 21'4"14 26'10"
r 7'5"2 6'11"14 + 6'11"14 + 7152
1
-4X4 -3X4 -5X5 -3X4
�4X4
A B C D
E
ji
Z
t
10
J I H G
F
1111.5X6 -5X5 =3X8 -5X5
1111.5X6
28'10"
7110 7'36 77 7'1"10
7'1"10 14'5" 21'8"6 26'10"
Loading Criteria (po Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions
in
(Ibs)
TCLL 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA 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
/ Rw / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.124 C 999 240 J 1067 /- /-
/505 /311 /-
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.023 A - - F 1067 /- /-
/505 /311 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.2.0 A - Wind reactions based on
MWFRS
Mean Height: 16.03ff Builtlin 9
NCBCLL:10.00 gCotle: Creep Factor. 2.0 J Br Width
TCDL: 4.0 psf
Min Re q=-
Soffit: 2.00 BCDL: 4.0 psf FBC 7M Ed. 2020 Res. MaxTO CSI: 0.783 F Brg Width = 4.0
Min Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.577 Bearing F is a rigid surface.
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0.743
Spacing: 24.0 " C&C Dist a: 3.00 ff P Mexlmum Top Chord
Forces Per Ply (Ibs)
Loc. from endwallI Any Chords Tens Comp
Chords Tens. Comp.
Pl te;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 A-B 760-1057
C-D 973 -1381
Lumber B-C 973 -1381
D-E 760 -1057
Top chord: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs)
x4 SP
BotWe chord: 2x4 SP 1t2;
Webs: 2x4 W2,W82x4 SP 2250f-1.9E; Chords Tens.Comp.
Chords Tens. Comp.
Hangers/Ties I-H 1092 -794
H-G 1092 -794
(J) Hanger Support Required, by others Maximum Web Forces
Per Ply (Ibs)
Wind Webs Tens.Comp.
Webs Tens. Comp.
Wind loads based on MWFRS with additional C&C A-J 803-1010
H-D 375 -261
member design. A -I 1356 -975
D-G 677 -6B9
End verticals not exposed to wind pressure. I - B 677 -6B9
G - E 1356 -975
B - H 375 -281
E - F 803 -1010
Additional Notes
Truss must be installed as shown with top chord up. r (L S` F/
r
���•:,,:MMM•••
No. 648
ATE OF i•�
�NN��Mf�•��
` AIN,
con
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Builtling
Componengt S�fety Information, by Tf�land'S�CAI f�i s�a�e�/ practices to pertor$ning the a taunctiona InstaIler�shalPpr vide tem ovary
Prior
bracln r.BB SI, Unless noted otherwise, too ch rd s all ave �ropery adached structural s. eathin and boaolrlc ord. sha4have all y
riri L wn for Finanen lateral restraiht webs hav bracing insf�Iletl r 6(:SI 63, 87 r 870,
adach� id ceiLn cati0n5 5h of Shall s ctrons
applicable. App�r to acR face, oQt, anr] position as shown above and on tFtQ JoinFDetails, unless notedeothamma. f�efer to
�s 4Pat8s
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
ALPINE
Alpino a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resror ibl$ for any d1glation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi pingg installs ion. an bracinnn o trusses. A seal on this drawingg or cover p�e
IIsb thi drawing Indica)es acreptan f' pr f ssi en�me@yin res n iylli s Iglyi r the design Shown. The suhabiliry and use 0 is
draviQng or any sBuclure Is the responsc%1 o 1�1e �ui�ding'Designbr i5ec.o2.Suite
6750 Forum Drive
6750 305
peP�I�SI/TPI
For more information see these web sites: Alpine: alpineifw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.om
Orlando FL, 32821
W
W2
SEQN: 259778/ HIPM
Ply: 1
Job Number: 21-0061
CueLR761 JRe1:1-7610013 T29 /
FROM:
OIy: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.33403
Truss Label: T16
AK / DF 02/05/2021
i 19'2" 28144
IT!111
47T110"2 1
-3X5 -5X5 III1.SX4 -4X7
A B c D 12
Q 6
�3)�4
(wB 3X4
F
T
0.
K I H G
1111.5X6 =-3X5 =-5X8 -3X4 -3X4 1111.5X6
28'10"
6'3'8 6'S"4 6'S"4 4'11'12 4'8"4
?13
6'3"8 1 19'2" 24'1"12 28'10'
Loading Criteria (po 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): 0.054 C 999 360 Loc R+ / R- / Rh / Rw / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.102 C 999 240 L 1091 /- /- /538 /317 /174
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.017 A - - G 1091 /608 /257 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.032 A - Wind reactions based on MW FRS
Mean Height: 15.00ff Building L Br Width q=-
NCBCLL: 10.00 TCDL: 4.0 sf g Code: Creep Factor. 2.0 g dth = - Min Re
p
Soffit: 2.00 FBC 7th Ed. 2020 Res. Max TO CSI: 0.568 G Brg W id[h = 4.0 Min Req = 1.5
BWFRS 0 psf
Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI Std: 2014 Max BC CSI: 0.456 Bearing G is a rigid surface.
Members not listed have forces less than 375#
Spacing: 24.0 " C&C Dist a: 3.00 ff Re Fac: Yes Max Web CSI: 0.829
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any FT/RI Chords Tens.Comp. Chords Tens. Comp.
Plte;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Dumtion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 A-B 608 -832 D-E 848 -1254
Lumber B-C 879-1186 E -F 716 -1214
C - D 879 -1187
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs)
We
Chords Tens.Comp. Chords Tens. Comp.
Bracing K-J 865 -378 I- H 1055 -593
J-I 1089 -548
W B: Web -Blocks are 2x4 of grade: W B1 = SP #2, and
fastened to web with 3X3 or larger plates. See DRW G
BRW EBLOK1014 for further details. Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Hangers/Ties A-L 821 -1040 C-J 397 -349
(J) Hanger Support Required, by others A - K 1219 -892 H - F 1103 -613
Wind K-B 710 -749 F-G 629 -1049
rtrwRruylA, B-J 478 -363
Wind loads based on MW FRS with additional C&C - w L+ rI
member design. rVV�J FLI A -
End verticals not exposed to wind pressure.
• •�Ci S`C
Wind loading based on both gable and hip roof types. Q ••• •• V"
No. 648
ATE OF f•4
LOR1
�HAL
COA
02/05/2021
'"WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test aditi n of BCSI (Builtling
Componengt S8fety Information, by Tf I and'S�CAI f�i spa practices to pertorr ing then taunctioi Insla�ler shalPpr vide teovary
Prior
bracin r.BB SI, Unless noted otherwise, too ch rd s all ave �ropery adached stmctural s. eathin and boaolrlc ord. sha4have all ope y
M
o
adach �dri Itl ceiLn L cati0n5 5h wn for Finanen11 lateral restraiht of webs Shall hav bracing insf�Iletl r 6(:SI s notions 63, 87B70,
�s applicable. App�r 4Pat8s to act face, oQMs antl position as shown above and on t JoinFDetails, unless noto otherwise. Defer to ALPINE
rawings 160A-Z fo s an and pate positrons. efer to job's General Notes page for addhional information.
tru no a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d1glation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o tmsses. A seal on this drawing or cover p��e 6750 Forum Drive
Ilsan [m drawing Indica)ea acreptan f' pr f Ss1 1 en�me@yin res n I di s lZ the design shown. The suitabdiry and use 0 is Suite 305
draviQngor any sBuclure Is the responscei6piry o1�1e �ui�ding'Designbr peP�I�SI/TPI i5ec.o2.
.
For more information see these web sites: Alpine: al ine!tw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafa.or AWC: awc.o Orlando FL, 32821
SEQN: 259784/ HIPM
Ply: 1
Job Number: 21-0061
CueLR]61 JRe1:1-761(b13 -1 /
FROM:
OIy: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o:
036.21.1624.36387
Truss Label: T17
AK / DF 02/05/2021
_ 5'11' 11'4'12 172' 22'10"4 26'10'
5'11' S'S'12 5'9"4 5'8"4 5'11'12
=5X5 =SX4 1111.5X4 ="7
A B C D
12
Q 6
�31�d
(WB
W1 W2 �dXd
F
T
1e
III1.5X6 =s%5 =9X8 -5%5 -3X4 1111.5X6
• 29'10"
5']"8 59'4 4 5'11"12 5'a'4
5']"8 11'4"12 112' 23'1"12 28'10" 1
Loading Criteria (po Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions
(Ibs)
TCLL 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity
Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.045 C 999 360 Loc R+ / R- / Rh
/ Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.086 C 999 240 L 1091 /- /-
/551 /329 /212
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.016 A - - G 1091 /- /-
/622 /249 /-
EXP: B K2t: NA HORZ TL
Des Ld: 37.00 ( ): 0.031 A - Wind reactions based on
MW FRS
Mean Height: 15.11 ft Building L Br Width
NCBCLL: 10.00 TCDL: 4.0 sf g Code: Creep Factor. 2.0 g dth = -
p
Min Re q= -
Soffit: 2.00 FBC 7th Ed. 2020 Res. Max TO CSI: 0.466 G Brg W id[h = 4.0
BWFRS 0 psf
Min Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI Std: 2014 Max BC CSI: 0.426 Bearing G is a rigid surface.
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0.828
Spacing: 24.0 " C&C Dist a: 3.00 ff P Maximum Top Chord
Forces Per Ply (Ibs)
Loc. from endwallI Any Chords Tens.Comp.
Chords Tens. Comp.
Pl te;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Dumtion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 A-B 494 -684
D-E 787 -1199
Lumber B-C 749 -995
C - D 749 -995
E -F 714 -1287
Top chord: 2x4 SP #2;
Bot chord: 2X4 SP Webs: 2x4 SP #2; W1,W 2 2x4 SP 2250f-1.9E; Maximum Bet Chord Forces
We
Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
Bracing K-J 693 -214
I- H 1106 -575
J-1 1003 -449
W B: Web -Blocks are 2x4 of grade: W B1 = SP #2, and
fastened to web with 3X3 or larger plates. See DRW G
BRW EBLOK1014 for further details. Maximum Web Forces
Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
Hangers/Ties A-L 830-1046
B-J 522 -394
(J) Hanger Support Required, by others A - K 1129 -841
H - F 1130 -578
Wind K-B 731 -785
F-G 598 -1042
rtrwRrul,
Wind loads based On MWFRS with additional CSC - S FI
member design. (V_�j+�!'` A -
End verticals not exposed to wind pressure.
• •�Ci S`C
Wind loading based on both gable and hip roof types. Q ••• •• V"
No. 648
OF f
A. •cr
XATE
l�%G��14'�,
OR
MAL
COA
02/05/2021
'"WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re wire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Bull in
Componengt S8fety Information, by TFI and'S�CAI f�i spa practices to pertorr ing then unctions. Insta ler shalPpr vide tem orary
Prior
bracin r.BB S1. Unless noted otherwise, too chord s all ave pmrm adacheof stmctural s. eathin and boaolrlc ord. shall have a rope y
adach� dri itl ce1Ln L cations 5h wn for topM
lateral restraiht of webs Shall haw braclnp 1nsf�1 r 6(:SI s ctrons 63, B7 r B70,
3s appllcab�e. AP f 4Pat8s to acl face, oQMs antl position as shown above and on p JoinFDetails, unless notedeotherwise. f�efar to
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
ALPINE
tru no a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any dgialion from this drawing, any failure to build the
truss 16conformance with ANSI/ 1, or or hand�in� sh1 ping installs ion. an bracinnn o tmsses. A seal on this drawing or cover p��e
A5
Ilstm thi drawing Ijith
acreptan f' pr f sa on me res n iyillty S Iglyi r the design Shown. The surtabllig and use PCs
draviQng Ior any s '91m Is the responsc%1 o 1�1e �ui�ding'Deslgnbr i5ec.o2.
6750 Forum Drive
6750 305
peP�I�SI/TPI
For more information see these web sites: Alpine: al ine!tw.com; TPI: t inst.or ; SBCA: sbcindust . nn; ICC: iccsafe.or ; AWC: awc.om
Orlando FL, 32821
SEQN: 2597B8/ SPEC
Ply: 1
Job Number: 21-0061
Cull: R761 JRB7:1X207B111013
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.30746
Truss Label: T18
AK / DF 02/05/2021
2'0"8 8' tOT' 15'2" 21'1e'6 28'10"
2'0"8 3'11'8 41 d']" 8'8'd 8'11"12 1
12
8 c D E
1111.5X4 s5%5
A B
3 �4
WB1
m (W01)
W.)
We ;4x4
0
T
M L K J H18
�6%8 �3%6 =3X8 �5x8 -3X6 1111.5X8
28'1p'
8' 41 d']" 8'11'12 8'8"4
+ + +
8' In', 15Y 221'12 28'18"
Loading Criteria (po 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 too 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
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.079 J 999 240 M 1091 /- /- /533 /325 /181
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.016 C - - H 1091 /- /- /620 /266 /-
EXP: B K2t: NA HORZ TL
Des Ld: 37.00 ( ): 0.030 C - Wind reactions based on MW FRS
Mean Height: 15.61 ff Building M Br Width q= -
NCBCLL: 10.00 TCDL: 4.0 sf 9 Code: Creep Factor. 2.0 g dth = - Min Re
p
Soffit: 2.00 FBC 7th Ed. 2020 Res. Max TO CSI: 0.555 H Brg W id[h = 4.0 Min Req = 1.5
BWFRS 0 psf
Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI Std: 2014 Max BC CSI: 0.548 Bearing H is a rigid surface.
Members not listed have forces less than 375#
Spacing: 24.0 " C8C Dist a: Re Fac: Yes Max Web CSI: 0.882
ff P Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwallI Any
dwa Chords Tens.Comp. Chords Tens. Comp.
Pl te;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Dumtion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 534 -727 E -F 768 -1122
Lumber C -D 717 -848 F-G 742 -1335
D-E 717 -848
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs)
We
Chords Tens.Comp. Chords Tens. Comp.
Bracing L- K 610 -184 J-1 1137 -585
K-J 919 -385
W B: Web -Blocks are 2x4 of grade: W B1 = SP #2, W B2
= 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 M-B 780-1049 C-K 512 -421
(J) Hanger Support Required, by others B - L 606 -388 I - G 1139 -575
Wind In" C-L 384 -M G-H 603 -1034
loads based On MWFRS with additional CBC A�' FL C�
member design. �r
mm
e
End verticals not exposed to wind pressure. O
\C ENS •n• % Y^
••..
Wind loading based on both gable and hip roof types. ` • V-
No. 648
ATE OF i•�
•�.OR
` �0IVA1,
COA #
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re wire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Bull in
Componengt S8fety Information, by TFI and'S�CAI f�i spa practices to pertorr ing then taunctions. Insta ler shalPpr vide tem orary
Prior
bracin r.BB S1. Unless noted otherwise, too chord s all have pmrm attached stmctural s. eathin and bottolrlc ord. shall have a rope y
M
adach� rtri itl celLn L catl0n5 5h wn for Finanen11 lateral restraiht of webs Shall haw braclnp Insf�1 r 6(:SI s ctrons 63, B7 r B70,
AP face, p f�efar
3s appllcab�e. oQfru�ss antl posi ion as shown above and on JoinFDetails, unless notedeothemiss.
f 4Pat8s to acR to ALPINE
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
tru no a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d1gialion from this drawing, any failure to build the
truss In conformance with ANSI/ 1, or or hand�in� shl ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive
dra [M draw. Indicates acreptan f' pr f sa en��ne�Fin res n iyillty s Iglyi r the design shown. The 5uitablliry and use PCs Suite 305
draviQng Ior any s '91m Is the responsc%1 o 1�1e �ui�ding'Deslgnbr i5ec.o2.
peP�I�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafe.or ; AWC: —ra Orlando FL, 32821
SEQN: 259794/ SPEC
Ply: 1
Job Number: 21-0061
Cull: R761 JRe1:1X20761(013 T30 /
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.33106
Truss Label: T19
AK / DF 02/05/2021
4' a 19'2' 1a4'11 29T6 2a10'
s�
c -°J1o°
TIII1A
gX5
\ F
o
IWB2)
rNB
Y We,)
n�
1
'-40
K J H
=6X6 =3X4 =5X8 =3X4 =6X6
8' 50'4 T11'12 T10'
8' M_ 21' 26'1P
Loading Criteria (po 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): 0.038 E 999 360 Loc R+ / R- / Rh / R. / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.072E 999 240 L 1091 /- /- /524 /324 /208
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.021 H - - H 1091 /615 /284 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.039 H - Wind reactions based on MW FRS
Mean Height: 16.11 ft Building L Br Width q= -
NCBCLL: 10.00 TCDL: 4.0 sf 9 Code: Creep Factor. 2.0 g dth = - Min Re
p
Soffit: 2.00 FBC 7th Ed. 2020 Res. Max TO CSI: 0.281 H Brg W id[h = 4.0 Min Req = 1.5
BWFRS 0 psf
Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI Std: 2014 Max BC CSI: 0.691 Bearing H is a rigid surface.
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0.700
Spacing: 24.0 " CSC Dist a: 3.00 ff P Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any Chords Tens.Comp. Chords Tens. Comp.
Pl te;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Dumtion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 624 -798 D-E 727 -978
Lumber C -D 732 -816 E -F 787 -1278
Top chord: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord: 2x4 SP
Webs: 2x4 #2;W1 0 2x4 SP 2250f-1.9E; Chords Tens.Comp. Chords Tens. Comp.
We
L - K 479 -139 J - 1 1036 -473
Braoing K-J 66B -206 I- H 1055 -547
W B: Web -Blocks are 2x4 of grade: W B1 = SP #2, W B2
= 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.
Hangers/Ties L-B 685-1052 F-H 713 -1363
(J) Hanger Support Required, by others B - K 403 -172
Wind IIMIrNrp
Wind loads based On MWFRS with additional CSC SFLmem
design.
End verticals not exposed to wind pressure.
0 �G , S� '•
Wind loading based on both gable and hip roof types. �•� V"
No. 648
A ATE OF
MAVIALL
COA
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING,
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Builtling
Componengt S8fety Information, by Tf I and'S�CAI f�i spa practices to pertorr ing then taunctions. Insla�ler shalPpr vide teovary
Prior
M
bracin r.BB SI, Unless noted otherwise, too ch rd s all ave �ropery adached stmctural s. eathin and boaolrlc ord. sha4have all ope y
adach� rtri id celLn L catlon5 5h wn for Finanen11 lateral restraiht of webs Shall hav braclnp Insf�Iletl r 6(:SI s notions 63, 87B70,
App�r face, t o Defer
�s appllcab�e. 4Pat8s to act oQfru�ss antl position as shown above and on JoinFDetails, unless noto otherwise. to ALPINE
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for addhlonal information.
tru no a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any dglation from this drawing, any failure to build the ,
truss In conformance with ANSI/ 1, or or hand�in� shl ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e 6750 Forum Drive
IISOn [M drawin IndlCa)ea acreptan f' pr f ssi 1 en�me@yin res n iyillty s lZ the design shown. The suhabdiry and use 0 IS Suite 305
draviQngor any sBuclure Is the responscei6piry o1�1e �ui�ding'Deslgnbr peP�I�SI/TPI i5ec.o2.
.
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafa.or AWC: awc.o Orlando FL, 32821
SEQN: 259816/ SPEC
Ply: 1
Job Number: 21-0061
Cull: R761 JRe1:1X20]61(013
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.33246
Truss Label: T20
AK / DF 02/05/2021
s+a:+
sp
s�4
®syr4
iwa
men/
in
ava m 1 4 2a 27s+2
use a
Loading Criteria (psi) 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): 0.080 J 999 360 Loc R+ / R- / Rh
/ R. / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.151 J 999 240 N 1091 /- /-
/529 /337 /226
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.034 C - - H 1089 /- /-
/589 /277 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.064 C - Wind reactions based on MW FRS
Mean Height: 16.80ff Building N Br Width
NCBCLL: 10.00 TCDL: 4.0 sf 9 Code: Creep Factor. 2.0 g dth = -
p
Min Re q=-
Soffit: 2.00 FBC 7th Ed. 2020 Res. Max TO CSI: 0.379 H Brg W id[h = 4.0
BWFRS 0 psf
Min Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI Std: 2014 Max BC CSI: 0.771 Bearing H is a rigid surface.
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0.631
Spacing: 24.0 " C8C Dist a: 3.00 ff P Maximum Top Chord Forces
Per Ply (Ibs)
Loc. from endwall: Any Chords Tens.Comp.
Chords Tens. Comp.
Pl te;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 A-B 418 -676
D-E 657 -869
Lumber B-C 636 -824
C-D 654 -707
E-F 774 -1284
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B3 2x6 SP #2; Maximum Sol Chord Forces
Webs: 2x4 SP #2; W 11 2x4 SP 2250f-1.9E;
Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
Bracing M - L 575 -166
K - J 1004 -436
L - K 673 -182
W B: Web -Blocks are 2x4 of grade: W B1 = SP #2, W B2
J - I 1037 -529
= SP #2, W B3 = SP #2; and fastened to web with 3X3
or larger plates. See DRWG BRWEBLOK1014 for Maximum Web Forces
Per Ply (Ibs)
further details. Webs Tens.Comp.
Webs Tens. Comp.
Hangers/Ties A-N 634-1052
K-E 404 -481
(J) Hanger Support Required, by others A - M 866 -482
415 -551
F -1 692 -1359
In"
'
Wind � S Fram
Wind
Wind loads based on MWFRS with additional C&C GV'�. LF/y
member design.
Left end vertical not exposed to wind pressure. 0 : \G E, •S� •�I�YY�j
Wind loading based on both gable and hip roof types.
No. 648
ATE OF
iiAVIALL
CA
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re wire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Bull in
Componengt S8fety Information, by TFI and'S�CAI f�i spa practices to pertorr ing then taunctions. Insta�ler shalPpr vide tem orary
Prior
bracin r.BB S1. Unless noted otherwise, too chord s all ave pmrm attached stmctural s. eathin and bottolrlc ord. shall have a rope y
M
adach� dri itl ceiLn L cations 5h wn for Finanen1 lateral resiraiht of wgb5 Shall haw braanp inSf�1 r 6(:SI s ctrons 63, B7 r B70,
App�r face, f�efer
3s applicable. 4Pat8s to acR oQlru�ss antl position as shown above and ona JoinFDetails, unless notedeothenvise. to
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
ALPINE
tru no a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d7vialion from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
dra [m drawin indicates acreptan f' pr f sa en��ne�Fin res n iyility s Iglyi r the design shown. The 5uitabiliry and use PCs
draviQng Ior any s '91m Is the responscei6piry o 1�1e �ui�ding'Designbr i5ec.o2.
6750 Forum Drive
Suite 305
peP�I�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust -nn; ICC: iccsafa.or ; AWC: awc..m
Orlando FL, 32821
SEQN: 259811/ SPEC
Ply: 1
Job Number: 21-0061
Cull: R761 JRe1:1X20]610013 -1 /
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.35324
Truss Label: T21
AK / DF 02/05/2021
ss. si 12 a-ra .xa aa-r14 �a
h T M ay
t 1
,o
s7 iz iar isa 4' ario
41 e
in
Loading Criteria (po 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 Cf. NA NA PP Deflection in loc Udell U#
Gravity
Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.122 L 999 360 Loc R+ / R- / Rh
/ Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.228 L 999 240 R 1089 /- /-
/529 /328 /258
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 J - -
1 1177 /- /-
/678 /321 /-
EXPHORZTL: B Kzt: NA
Des Ld: 37.00 ( ): 0.139 J - -
Wind reactions based on
MW FRS
Mean Height: 16.39ff Builtlin
NCBCLL: 10.00 TCDL: 4.0 sf 9 Code: Creep Factor. 2.0
p
R Br Width
g dth = -
Min Re q=-
Soffit: 2.00 FBC 7th Ed. 2020 Res. Max TO CSI: 0.416
BC4.0 psf
1 Big Width = 4.0
Min Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.526
Bearing I is a rigid surface.
Members not listed have
forces less than 375#
Re Fac: Yes Max Web CS 0.937
Spacing: 24.0 " C&C Dist a: 3.00 ff P
Maximum Top Chord Forces
Per Ply (Ibs)
Loc. from endwall: Any
Chords Tens.Comp.
Chords Tens. Comp.
Pl te;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Durotion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
A-B 419 -697
D -E 894 -1647
Lumber
B-C 625 -825
C - D 1022 -1648
E-F 1156 -2337
F - G 675 -1267
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B3 2x6 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
Bracing
Q-P 591 -110
N-L 2044 -781
W B: Web -Blocks are 2x4 of grade: W B1 = SP #2, W B2
= 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.
Troy Scabs)
A-R 615-1047
E-L 582 -213
(1) 2x6x6-7-6 x SP #2 scab at right end. Attach scab to
A-Q 862 -462
Q - B 392 -525
L-F 989 -325
L - K 1343 -575
face of chord with: 0.128"x3", min. nails @ 8" oc, plus
C - P 105 -482
F - K 492 -1000
additional nail clusters at: BRG.: (5). heel: (6), 1st panel rAtMMHfrb
C - N 1472 -655
472
K- G 1192 -512
point (0). �C F�� i
J
-655
P- N
G- J 757 -1331
r
Hangers /Ties V
" 'M'�/O
N - E 451 -794
•
(J) Hanger Support Required, by others 0 • •�GEN sc ••
l V
•••
Wind
Wind loads based on MW FRS with additional C&C No. 848
member design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
'< ATE OF : a;
` �ONAI
`
COA
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re wire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi
Componengt S8fety Information, by TFI and'S�CAI f�i spa M practices to pertorr ing then unctions. Insta�ler shalPpr
n of BCSI (Bull in
vide tam orary
Prior
bracin r.BB SI, Unless noted otherwise, too ch rd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. shall I. a rope y
adach �rtri itl ceiLn L cati0n5 5h wn for Finanen11 lateral restraiht of wgb5 Shall hav bracing insf�Iletl r 6(:SI s ctrons 63, B7 r B70,
3s applicable. App�r 4Pat8s to acR face, oQlru�ss antl position as shown above and ona JoinFDetails, unless notedeothenvise.
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
f�efer to
ALPINE
tru na, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resuonsi ,13 for any digialion from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping install@ ion. an bracinnn o trusses. A seal on this drawing or cover p��e
For
6750 Forum Drive
IISOn [M drawing Indica)es acreptan f' pr f ssi en�me@yin res n iyility s Iglyi r the design Shown. The suaabilig
draviQng Ior any sBuclure Is the responscei6piry o1�1e �ui�ding'Designbr peP�I�SI/TPI i5ec.o2.305
and use PCs
Suite
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust -nn; ICC: iccsafe.or ; AWC: awc..m
Orlando FL, 32821
SEQN: 259834/ SPEC
Ply: 1
Job Number: 21-0061
Cull: R761 JRe1:1X20]61(b13 T33 /
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o:
036.21.1624.36090
Truss Label: T22
AK / DF 02/05/2021
•• 1P4P44 4'24] 182
I 5'S4 et'T 12 9 24 4T13 I
C
6 7 /3aX4 1111.�(4
"VE
E
T sA (we
.9Yf4
G
1 1 1111.5x4 =4. --u.,u
1111.Sx6 =3x4 — IIII.SX4
--01?'
S'1'12 16T 154" 44" 23'893 202 �T�i
Loading Criteria (po 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 too 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
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.201 J 999 240 p 1057 /- /-
/515 /313 /255
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.056 1 - - Q 1198 /- /-
1703 /337 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.105 - - Wind reactions based on
MW FRS
Mean Height: 16.39ff Building P Br Width
NCBCLL: 10.00 9 Code: Creep Factor. 2.0 g dth = -
Min Re q=-
TCDL: 4.0 psf
Soffit: 2.00 FBC 7th Ed. 2020 Res. Max TO CSI: 0.774 Q Brg Width = 8.0
Min Req = 1.5
BCDL: 4.0 sf
P
Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI Std: 2014 Max BC CSI: 0.751 Bearing G is a rigid surface.
Re Fac: Yes Max Web CSI: 0.839 Members not listed have
Spacing: 24.0 " C&C Dist a: 3.00 ff P
forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwallI Any Chords Tens.Comp. Chords Tens. Comp.
Pl te;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 A-B 447 -761
D-E 860 -1547
Lumber B - C 631 1863
C - D 987 545
E - F 1052 -2095
F - G 975 -1796
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 1t2;
Webs: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs)
We
Chords Tens.Comp.
Chords Tens. Comp.
Bracing O -N 647 -122
I-G 1529 -625
L-J 1840 -689
W B: Web -Blocks are 2x4 of grade: W B1 = SP #2, and
fastened to web with 3X3 or larger plates. See DRW G
BRW EBLOK1014 for further details. Maximum Web Forces
Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
Hangers/Ties A-P 591 -1016
L-E 378 -650
(J) Hanger Support Required, by others A-O 859 -453
E-J 409 -129
Wind IMMIMrR O-B 355 -465
J-I 15M -G20
�1M�
C-L 1227 -583
Wind loads based on MW FRS with additional C&C �S F(FM N - L 76B -103
1, 257 -409
member design.
Leh end vertical not exposed to wind pressure. O .• �GElV�F .�• Gy
Wind loading based on both gable and hip roof types.
No. 648
ATE OF
A. f'q
ti' �'LORV,.- t14'�
` �ONAI
COA If
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT_FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re wire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test aditi n of BCSI (Bull in
Componen� S8fety Information, by TFI and'S�CAI f�i sa practices to pertorr ing then taunctions. Insta ler shalPpr vide tern orary
Prior
M
bracln r. S1. Unless noted otherwise, too chord s all ave pmrm adached stmctural s. eathin and boaolrlc ord. shall have a rope y
dri L wn for top
lateral restraiht webs haw braclnp Insf�1 r 6(:SI 63, B7 r B70,
adach itl celLn cations 5h of Shall s ctrons
appllcab�e. AP to acR face, oQMs antl position as shown above and on p JoinFDetails, unless notedeothemiss. f�efar to
3s f 4Pat8s
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
ALPINE
tru no a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d1gialion from this drawing, any failure to build the
truss In conformance with ANSI/ 1, or or hand�in� shl ping installs ion. an bracinnn o tmsses. A seal on this drawing or cover p��e
dra [m draw. Indicates acreptan f' pr f sa en��ne�Fin res n iyillty s Iglyi r the design shown. The 5uitablliry and use PCs
draviQng Ior any s ucture Is the responsc%1 o 1�1e �ui�ding'Deslgnbr i5ec.o2.
6750 Forum Drive
Suite 305
peP�I�SI/TPI
For more information see these web sites: Alpine: al ine!t—in; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafo.or ; AWC: owc.0m
Orlando FL, 32821
SEQN: 259842/ SPEC
Ply: 1
Job Number: 21-0061
Cull: R761 JR61:1x207610013
FROM:
Oly: 2
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.32387
Truss Label: T23
AK / DF 02/05/2021
'Y12 5'11'12 T9 518'S'1 SYYS
1
Y�2 49" 101 '9"3
6 17 oa�4
C
51111
��II611.�X0
AA
o T (we
(WB1)
1 =5X8 =3X4
14
=—]1X8
IIII.SX4
a tt
=4X4(811 `1tt'
tre"� tur 1 19' 1 se?
I-2�
Loading Criteria (po 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 Udell 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
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.179 999 240
N 1228 /- /- /515 /313 /255
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.063 1 - -
O 1298 /- /- 1703 /337 /-
EXP: B K2t: NA HORZ TL
Des Ld: 37.00 ( ): 0.108 - -
Wind reactions based on MW FRS
Mean Height: 16.39ff Building
NCBCLL: 10.00 TCDL: 4.0 sf g Code: Creep Factor. 2.0
p
N Br Width q=-
g dth = - Min Re
Soffit: 2.00 FBC 7th Ed. 2020 Res. Max TO CSI: 0.715
BWFRS 0 psf
O Brg W id[h = 8.0 Min Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI Std: 2014 Max BC CSI: 0.993
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0.511
Spacing: 24.0 " C&C Dist a: 3.00 tt P
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwallI Any
Chords Tens.Comp. Chords Tens. Comp.
Pl te;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Dumtion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
A-B 112 -405 D-E 656 -1136
Lumber
B-C 230 1488 E-F 861 -1795
C-D 642 115 F-G 919 -2007
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
We
Maximum Sol Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Bracing
L -J 889 -149 I-G 1711 -648
W B: Web -Blocks are 2x4 of grade: W B1 = SP #2, and
J-1 136E -400
fastened to web with 3X3 or larger plates. See DRW G
BRW EBLOK1014 for further details.
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Hangers/Ties
A-N 336-1237 D-J 661 -2BB
(J) Hanger Support Required, by others
A - L 1147 -336 J - E 432 -607
Loading _..rM��M++Mrrrrrrl
L - C 454 -816 E - I 427 -139
J
Truss passed check for 20 pat additional bottom chord (��FL�/
live load in areas with 42"-high x 24"-wide clearance.
Wind O•, �GENSF
Wind loads based on MW FRS with additional C&C
member design.
NO. 648
Leh end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
ATE OF f�4�
COA
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi
Componengt S8fety Information, by Tf I and'S�CAI f�i spa practices to pertorr ing then unctions. Insla�ler shalPpr
n of BCSI (Builtling
vide teovary
Prior
M
bracin r.BB SI, Unless opted otherwise, too ch rd s all eve �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all ope y
adach� dri id CSe L catlon5 5h wn for Finanen11 lateral restraiht of webs Shall hav braclnp Insf�Iletl r 6(:SI s coons 63, 87B70,
App�r face, t o Defer
�s appllcab�e. 4Pat8s to act oQMs antl position as shown above and'a JoinFDeto,'s unless noto otherwise.
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
to ALPINE
Alpine, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d1glation from this drawing, any
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o tmsses. A seal on this drawing
failure to build the
or cover p��e
Ilsan [m drawin IrdlCa)ea acreptan f' pr f ssi 1 en�megrin res n iyillty s lZ the design shown. The suitabdiry
draviQngor any sBuclure Is the responscei6piry o1�1e �ui�ding'Designbr i8ec.o2.
6750 Forum Drive
and use 0 IS Suite 305
peP�I�SI/TPI .
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafa.or AWC: awc.o Orlando FL, 32821
General Notes
Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities:
The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1,
Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate
Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design
Specification for Wood Construction by AWC. The truss component designs are based on the specified loading and
dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to
independently verify the accuracy or completeness of the information provided by others and may rely on that information
without liability. The responsibility for verification of that information remains with others neither employed nor controlled
by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page
listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component
designs and not for the technical information furnished by others which technical information and consequences thereof
remain their sole responsibility.
The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in
accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and
loads for each truss component match those required by the plans and by the actual use of the individual component, and
for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any
additional factors required in the particular application. Truss components using metal connector plates with integral teeth
shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to
exceed 19 % and/or cause corrosion of connector plates and other metal fasteners.
The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set
forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss
component design loads, inspection of the truss components before or after installation, the design of temporary or
permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear
walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the
foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports,
installation of the truss components, observation of the truss component installation process, review of truss assembly
procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in
the installation of the truss components and/or its connections.
This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic
file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request.
Temporary Lateral Restraint and Bracing:
Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2,
B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or
other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these
drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to
and may not be relied upon for the temporary stability of the truss components during their installation.
Permanent Lateral Restraint and Bracing:
The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of
the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of
BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional.
These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building
stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building
Designer.
Connector Plate Information:
Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations,
gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60.
Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at
www.icc-es.ora.
Fire Retardant Treated Lumber:
Fire retardant treated lumber must be properly re -dried and maintained below 19 % or less moisture level through all
stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special
handling care must be taken to prevent breakage during all handling activities.
Page 1 of 3
SEQN: 259867/ COMN
Ply: 1
Job Number: 21-0061
CusLR761 JR11:1-7610013
FROM:
Qry: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.31090
Truss Label: T24
AK / DF 02/05/2021
60'] 11.'13 1010'0 24'99 2p9' 94'2'13 1
6p] e6'fi ]9'11 5'5'411'15 411 1
TIII sap a5E
6 �3X5
G
B
H
I �12
0 J
-� P a5%0 =3z5162)
x x aH A
la2i 1111.6Jt4 3X9
_I3II1x,.a5X4
=011185%4
5'10"11 5'0'0 TB5'9"4 T5'15
2,
5'10"11 11 T4 10'10"0 241 12 31'Ttt 352
4
1 0'
Loading Criteria (po
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): 0.078 J 999 360
Loc R+ / R- / Rh / R. / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.145 J 999 240
A 393 /- /- /220 /120 /295
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.023 J - -
R 1563 /- /- /986 /366 /-
Des Ld: 37.00
EXP: B K2t: NA
HORZ TL
( ): 0.044 J - -
T 1102 /- /- 7745 /324
Building
g Code:
NCBCLL 10.00
Mean Height: 15.25 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on MW FRS
Soffit: 2.00
BCDL: 4.0 sf
p
FBC 7th Ed. 2020 Res.
Max TO CSI: 0.632
A Br Width = 8.0 Min Re 1.5
g q =
Load Duration: 1.25
MWFRS Parallel Dist:O to h/2
TPI Std: 2014
Max BC CSI: 0.707
R Brg Width = 8.0 Min Req = 1.8
T Brg Width = 8.0 Min Req = 1.5
Spacing: 24.0"
C&C Dist a: 3.92 it
Rep Fac: Yes
Max Web CSI: 0.439
Bearings A, R, & H are a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.1I
Plate Type(.):
Maximum Top Chord Forces Per Ply fibs)
Wind Dumtion:1.60
WAVE
I Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver: 20.02.01A.1209.11
Lumber A-B 336 -490 E-F 821 -1079
Top chord: 2x4 SP #2; C D 692 895 F - G 972 15M
- --
Bochord: 2x4 SP #2; D - E 818 -908 G-_ H 1015 -1739
Webs: 2x4 SP #2;
Plating Notes Maximum Bat Chord Forces Per Ply fibs)
All plates are 3X4 except as noted. Chords Tens.Comp. Chords Tens. Comp.
Wind A-S 379 -219 K-J 1242 -591
S - R 376 -220 J - H 1478 -759
Wind loads based on M W FRS with additional C&C L - K 720 -233
member design.
Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
.,,r�rr
Laterally brace top chord below filler and bottom chord _, "Wral B - R 306 - W8 P - C 705 -1199
above filler at 24" o.c., including a lateral brace at S F(FM R - Q 681 -1276 C - L 879 -288
chord ends (If no rigid diaphragm exists at that point). V _ -
P Q 697 _1215 K F 391 -476
'�cEtisF
o . .vc
No. 648
ATE OF f�cr
ANAL
COA
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (BUiltling
Componengt S8fety Information, by Tf I and'S�CAI f�i sa practices to perforr ing then taunctioi Insta�ler shalPpr vide teovary
Prior
M
bracin r.BB SI, Unless opted otherwise, [oo ch rd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all ope y
adach� dd id CSe L cations 5h wn for Finanen11 lateral restraiht of webs Shall hav braclnp Insf�Iletl r 6(:SI s ctrons 63, 87B70,
App�r face, t o Defer
�s appllcab�e. oQMs antl position as shown above and'a
JoinFDeto,'s unless noto otherwise.
4Pat8s to st0
to ALPINE
rawings 160A-Z fo s an and pate positions. efer to job's General Noes page for additional information.
tru no a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d1glation from this drawing, any failure to build the
truss In conformance with ANSI/ 1, or or hand�in� shl ping installs ion. an bracinnn o tmsses. A seal on this drawing or cover p��e
Ilstin [m drawin IndlCa)ea acreptan f' pr f ssi 1 en�me@yin res n iyillty s lZ 6750 Forum Drive
the design shown. The suhabdiry and use 0 Is Suite 305
draviQngor any sBuclure Is the respons�i6piry o1�1e �ui�ding'Designbr i5ec.o2.
peP�t�SI/TPI .
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafa.or AWC: awc.o Orlando FL, 32821
SEQN: 259873/ COMN
Ply: 1
Job Number: 21-0061
Cu9LR761 JRe1:1X20761(013 T60 /
FROM:
Qry: 4
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.34168
Truss Label: T24A
AK / DF 02/05/2021
0'07 11.'19 1010'0 24'9'0 29'9' 39T19
s- 50'0 T9'11 % 4'11'0 4'11'19
TS5B Is.
G
12
99'2'
4'11'1
T
9
_ H
ctT
rgI
f
I
B
i N
=3 1a21 1111.5X4 RS _
_111�1 .4
_01%65%4
114
FYI s1p 11 11 r4 i321z 191p9 u11z snn
seR I-Y-i
4
1 8'
Loading Criteria (po
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): 0.078 K 999 360
Loc R+ / R- / Rh / R. / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.145 K 999 240
g 522 /- /- /248 /164 /314
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.021 K - -
S 1555 /- /- /979 /359 /-
Des Ld: 37.00
EXP: B K2t: NA
HORZ TL
( ): 0.2 K -
U p45 /321
Builtlin g Code:
NCBCLL 10.00
Mean Height: 15.00 ff
TCDL: 4.0 psf
Creep Factor. 2.0
Wind reactions based on MW FRS
d1ro io e
Soffit: 2.00
BCDL: 4.0 sf
p
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.632
B Br Width = 8.0 Min Re 1.5
g q =
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.706
S Brg Width = 8.0 Min Req = 1.8
U Brg Width = 8.0 Min Req = 1.8
Spacing: 24.0"
C&C Dist a: 3.92 ff
Rep Fac: No
Max Web CSI: 0.439
Bearings B, S, & I are a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.1I
Plate Type(.):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duretion:1.60
WAVE
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver: 20.02.01A.1209.11
Lumber
B-C 302 -458 F -G 819 -1078
Top chord: 2x4 SP #2;
D - E 689 -894 G - H 970 -1585
Botchord: 2x4 SP #2;
E - F 816 -907 H - I 1013 -1739
Webs: 2x4 SP #2;
Plating Notes
Maximum Bat Chord Forces Per Ply (Ibs)
All plates are 3X4 except as noted.
Chords Tens.Comp. Chords Tens. Comp.
Wind
M-L 719 -230 K-I 1477 -757
L - K 1241 -589
Wind loads based on MW FRS with additional C&C
member design.
Maximum Web Forces Per Ply (Ibs)
Wind loading based on both gable and hip roof types.
Webs Tens.Comp. Webs Tens. Comp.
C - S 269 -472 Q - D 712 -1207
Laterally brace top chord below filler and bottom chord-...rnrrMWgrb
S - R 68B -1285 D - M 880 -290
above filler at 24" o.c., including a lateral brace at 1��- a, C C
FL
Q - R 693 -1221 L - G 391 -476
chord ends (If no rigid diaphragm exists at that point). j'�J
o . '�cEtisF %�c
No. 648
ATE OF f�cr
�HAI
COA
02/05/2021
'"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n
Componengt S8fety Information, by Tf I and'S�CAI f�i spa practices to perforr ing then taunctioi Insta�ler shalPpr
of BCSI (BUiltling
vide tem ovary
Prior
bracin r.BB SI, Unless opted otherwise, too ch rd s all ave �ropery adached stmctural s. eathin and boaolrlc ord. sha4have all y
M
adach� riri id CSe L cations 5h wn for Finanen11 lateral restraiht of wgb5 Shall hav braclnp InSf�Iletl r 6(:SI 5 ctrons 63, 87 r B70,
�s appllcab�e. App�r 4Pat8s to acR face, oQt, antl position as shown above and on tFtQ JoinFDetails, unless nota otherwise.
rawings 160A-Z fo s an and pate p0sltlons. efer to job's General Notes page for additional information.
f�efer to ALPINE
tru 1, a division of ITW Buildin oT,%nr7nrs Gro ,p Inc. @hall not be resronsibl$ for any d1glation from this drawing, any failure
truss In conformance with ANSI/ 1, or or hand�in� shl ping installs ion. an bracinnn o trusses. A seal on this drawing
to build the
or cover p��e
6750 Forum Drive"
Ilsan [m drawing Indlca)es acreptan f' pr f sa en��ne�Fin res n iyillty s Iglyi r the design Shown. The surtabllig and use 0 Is Suite 305
draviQng or any sBuclum Is the responscei6piry o 1�1e �ui�ding'Designbr i5ec.o2.
peP�t�SI/TPI
For more information see these web sites: Alpine: al ine!tw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafe.or , AWC: awc.om Orlando FL, 32821
SEQN: 259877/ SPEC
Ply: 1
Job Number: 21-0061
Cull: R761 JR11:1X2076111013 -1 /
FROM:
Oly: 4
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.32012
Truss Label: T25
AK / DF 02/05/2021
611
11.'13 10'10'0 249'0 29011
T�3X4
;5X5
e
TIIII
I
�
p, ;3X0
H
T
M L
K
1 L 5 A e
=3 1B1)
=3x4 =5X8 =3X4
GON
=2X5
I
11tl
S10'11
5'0'0 ]"0 6R"0 59"4 W12
5'6' S"0
�2, 510'11
11'T4 1 12 18'10'0 .1.12 29'11'0
36'S'0 '11'
1
120'
Loading Criteria (po
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): 0.032 N 999 360
Loc R+ / R- / Rh
/ R. / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.092 N 999 240
B 533 /- /-
/279 /126 /274
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.007 J - -
S 1473 /- /-
/892 /378 /-
Des Ld: 37.00
EXP: B K2t: NA
HORZ TL
( ): 0.015 J - -
944 /- /-
/530 /240
Buildin g Code:
NCBCLL 10.00
Mean Height: 15.00 tt
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on
MW FRS
Soffit: 2.00
BCDL: 4.0 sf
P
FBC 7th Ed. 2020 Res.
Max TC CSI: 0,507
B Br Width = 8.0
g
Min Re 1.5
q =
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.436
S Brg Width = 8.0
Brg Width = 4.0
Min Req = 1.7
Min Req = 1.7
Spacing: 24.0"
C&C Dist a: 3.59 tt
Rep Fac: Yes
Max Web CSI: 0.398
Bearings B, S, & I are a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have
forces less than 375#
GCpi: 0.1I
Plate Type(.):
Maximum Top Chord Forces
Per Ply (Ibs)
Wind Duretion:1.60
WAVE
I Chords Tens.Comp.
Chords Tens. Comp.
VIEW Ver: 20.02.01A.1209.11
Lumber
B-C 154 -469
F-G 647 -931
Top chord: 2x4 SP #2;
D - E 562 -850
G - H 608 -1061
Bot chord: 2x4 SP #2;
E - F 664 -769
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2;
Maximum Bat Chord Forces Per Ply (Ibs)
Plating Notes
Chords Tens.Comp.
Chords Tens. Comp.
All plates are 1.5X4 except as noted.
M - L 679 -278
L - K 897 -463
Loading
Truss passed check for 20 psf additional bottom chord
Maximum Web Forces
Per Ply (Ibs)
live load in areas with 42"-high x 24"-wide clearance.
Webs Tens.Comp.
Webs Tens. Comp.
C-S 269 -468
D-M 799 -316
Purllns
Itat4rrNaNhn
S -R 699 -1203
K-H 785 -376
In lieu of structural panels use purlins to brace all flat TC
@24"oc.
�\ �S'
C
Q - R 712 -1155
Q-D 726-„34
H -1 794 -1143
Wind
Wind loads based on MW FRS with additional C&C
A,FLL�MA�
..ElV •
0 • Sic •• V"
member design.
••�
Right and vertical not exposed to wind pressure.
NO. 648
Wind loading based on both gable and hip roof types.
Laterally brace top chord below filler and bottom chord
above filler at 24" o.c., including a lateral brace at
chord ends (If no rigid diaphragm exists at that point).
ATE OF C>;
`Ji�it��'•lLOR1'QP��
9�
COA #
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi
Componengt S8fety Information, by Tf I and'S�CAI f�i sa
ping, in$[alling and bracin Refer to ntl follow the I test editi n
practices to pertorr ing then taunctions. Insta�ler shalPpr
of BCSI (BUiltling
vide teovary
Prior
bracin r.BB SI, Unless opted otherwise, [oo ch rd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all ope y
M
attach� dri id ceiLn L cations 5h wn for Finanen1 IaterBl restraiht of webs Shall hav braanp insf�Iletl r 6(:SI 5 c4on5 63, 87B70,
tFtQ
�s applicable. App�r 4Pat8s to acR face, oQt, and position
rawings 160A-Z fo s an and pate p0sltlons. efer to job's
as shown above and on JoinFDetaa, unless nota otherwise.
General Noes page for addhional information.
f�efer to
ALPINE
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive
Ilsan [m drawinp Indice)es acreptan f' pr f sa
draviQng or any sBuclum Is the responsc%1 o 1�1e �ui�ding'Designbr
en��negFin res n iyility s Iglyi r the design Shown. The surtabilig
peP�I�SI/TPI i5ec.o2.
and use 0 is
Suite 305
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafo.or , AWC: awc.om
Orlando FL, 32821
BEGIN: 259908/ SPEC
Ply: 1
Job Number: 21-0061
Cull: R761 JRB1:1x2076111013
FROM:
Oty: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.32543
Truss Label: T26
AK / DF 02/05/2021
60"] 11'T 16'10'0 20912 24'109 25'4'
� 60"] 55'10 59'0 3'11'4 4tl'12 'e'0
= E 1111. 4 1112 G
f0X6
y, f c4 W6 m
R
'1 p =]%6� =5%10 112:
11 N M L
=3x4IB1) 1111.5%4 =
=6%6
11'4" 14'
2 5'10'11 5'05 59'4 111'4 45'a
5'10"11 11T4 1010'0 209'12 24'ILA
Loading Criteria (po
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions III
TCLL 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.031 K 999 360
Loc R+ / R- / Rh / R. / U / RL
SCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.056 K 999 240
g 461 /- /- /- /138 /-
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.007 E - -
M 2800 /940 /-
Des Ld: 37.00
EXP: B K2t: NA
HORZ TL
( ): 0.014E -
H /- l762 /-
Building Code:
NCBCLL: 00
Mean Height: 15.00 ff
TCDL: 4.0 psf
Creep Factor. 2.0
Wind reactions based on MWFRS
d re io e
2.
Soffit: 2.00
BCDL: 4.0 sf
P
h
FBC 7M Ed. 2020 Res.
Max TO CSI: 0.398
B Big Width = 8.0 Min Re 1.5
g q =
Load Duration: 1.25
MWFRS Parallel Dist: to h/2
TPI Std: 2014
Max BC CSI: 0.930
M Big Width = 8.0 Min Req = 3.3
H Brg Width = 4.0 Min Req = 1.5
Spacing: 24.0"
C&C Dist a: 3.00 it
Rep Fac: Varies by Ld Case
Max Web CSI: 0.933
Bearings B, M, & H are a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.1I
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duretion:1.60
WAVE
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver: 20.02.01A.1209.11
Lumber D - E 445 -1235 F - G 344 -948
Top chord: 2x4 SP #2; E - F 344 -948
Bot chord: 2x4 SP #2; B2 2x6 SP #2;
Webs: 2x4 SP #2; W 6 2x8 SP SS Dense;
Maximum Bet Chord Forces Per Ply (Ibs)
Rt Bearing Leg: 2x6 SP #2; Maximum
Tens Comp
Bracing
K - J 1073 -379
(a) Continuous lateral restraint equally spaced on
member.
Maximum Web Forces Per Ply (Its)
Special Loads Webs Tens.Comp. Webs Tens. Comp.
-----(Lumber Dur.Fac. 1.25/Plate Dur.Fac. 1.25) C-M 115 -497 E-K 699 -200
TC: From 56 plf at -2.13 to 56 plf at 11.47 M - L 902 -2514 J - G 1873 -677
TC: From 28 plf at 11.06 to 28 pit at 23.06 L 1 G - H 1081 -2152
ow�w+wnrp,,
- K 1 311
TC: From 56 plf at-2.13to 56 plit at 25.33 I rL�
BC: From 4 plf at -2.13 to 4 pit at 0.00
BC: From 20 plf at 0.00 to 20 plf at 11.60 f
BC: From 10 plf at 11.60 to 10 plf at 24.87
SC: 627 It, Conc. Load at 13.06 • ElVSF
BC: 625111 Conc. Load at 15.06,17.06,19.06,21.06 O •�� �G ,� Gl
23.06
Purlins No. 648
In lieu of structural panels use purlins to brace all flat TIC
@ 24" oc.
Wind .�� ATE OF �c>
Wind loads and reactions based on MW FRS. O•t
Right and vertical not exposed to wind pressure. OR\
C
Wind loading based on both gable and hip roof types. r_ 7 A
`�AI �
�oA
02/05/2021
'"WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAW ING1
`•IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Builtling
Componengt S�fety Information, by Tf I and'S�CAI f�i spa practices to pertorr ing then unctions. Insta�ler shalPpr vide teovary
Prior
M
bracin r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery adached stmctural s. eathin and boaolrlc ord. sha4have all ope y
adach� riri id ce1Ln L cations 5h wn for Finanen11 lateral restraiht of webs Shall hav braclnp 1nsf�Iletl r 6(:SI 5 ctrons 63, 87B70,
o
�s appllcab�e. App�r 4Pat8s to act face, oQMs antl position as shown above and'a t JoinFDeti its, unless noto otherwise. Defer to ALPINE
rawings 160A-Z fo s an and pate positions. efer to job's General Noes page for additional information.
tru no a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resronsibl$ for any d1glation from this drawing, any failure to build the ,
truss 16conformance with ANSI/ 1, or or hand�in� sh1 ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e 6750 Forum Drive"
Ilstin [m drawing Indlca)es acreptan f' pr f Sa I en��ne�Fin res n I illty 5 Iglyi r the design Shown. The surtabllig and use 0 15 Suite 305
draviQng or any structure Is the responsc%1 o 1�1e �ui�ding'Deslgnbr peP�t�SI/TPI i5ec.o2.
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafo.or , AWC: awc.om Orlando FL, 32821
SEQN: 259880/ HIPM
Ply: 2
Job Number: 21-0061
Du5t:R761 JRB1:1X2076111013
FROM:
Oty: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.36918
Truss Label: T27
AK / DF 02/05/2021
2 Complete Trusses Required
]' 14'S"4
-11'
TS'd 2'2
]' 2
-4X7 -3X5
D E F
43X10 T T
6 (7
1111.5X6
c
T B ga K JI
1 X4
1112
A NM L -6X8 G �V
=3X4(a1) =3X4
=5X5
It's"
2 1'6"4 5'p 4'S"12 7.1.12 2'4"9
-I ill
1.6"4 14�a��a 1a'9•
Y"
2'2'12
Loading Criteria (po Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
TOLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udell U# Gravity Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.215 L 926 360 Loc R+ / R- / Rh / Rw / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.396 L 502 240 B 1454 /_ /_ /_ /437
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.100 G - - O 1528 /- /- /- /455 /-
EXP: B Kzt: NA HORZ TL - Wind re
Des Ld: 37.00 ( ) 0.184 G actions based on MW FRS
Mean Height: 15.00 ft
NCBCLL 0.00 Building Code: Creep Factor: 2.0 B Brg Width = B.0 Min Req = 1.5
TCDL: 4.00 psff = 8.0 Min Req = 1.5
Soffit: 2.00 FBC 7th Ed. 2020 Res. Max TO CSI: 0.624 O Big Wid[h
BCDL: 4.psBearings B & O are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI Std: 2014 Max BC GEL0.685
Re Fac: No Max Web CSI: 0.401 Members not listed have forces less than 375#
Spacing: 24.0 " C&C Dist a: 3.00 tt P
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwallI Any FT/R7:ype(.): Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 231 -816 D -E 227 -695
Lumber Wind C-D 469 -1632 E-F 225 -6B3
Top chord: 2x4 SP #2; Wind loads and reactions based on MW FRS. Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Right end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp.
Webs: 2x4 SP #2;
Wind loading based on both gable and hip roof types. B - N 606 -169 M - K 1461 -416
Nallnote Laterally brace top chord below filler and bottom chord C - M 1312 -377 K - H 1493 -418
Nail Schedule:0.1289c3", min. nails above filler at 24" o.c., including a lateral brace at
Top Chord: 1 Row 912.00" o.c. chord ends (If no rigid diaphragm exists at that point). Maximum Web Forces Per Ply (Ibs)
Sot Chord: 1 Row @12.00" o.c.
Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp.
Use equal spacing between rows and stagger nails C - N 271 -956 D - H 203 -843
in each now to avoid splitting. N - M 821 -219 H - F 1045 -344
Special Loads D - K 564 -47 F - G 228 -737
(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25) _,006" M
TC: From 56 plf at -2.00 to 56 pit at S` F w
6.67
TC: From 28 pi f at 28 plit at 10.00 Gv` CrI
2.13to
SO: From 4 plf at -2.00 to 4 pit at 7.03
BC: From 20 plf at 0.00 to 20 pit at 7.03 O • �CjEN� ••• C
BC: From 10 plf at 7.03 to 10 pit at 16.67 • V
TC: 259 lb Conc. Load at 7.03
TC: 1541b Conc. Load at 9.06,11.06,13.06
TC: 1681b Conc. Load at 15.06 No. 648
BC: 573 It, Conc. Load at 7.03
BC: 123 lb Conc. Load at 9.06,11.06,13.06
BC: 129 Ib Conc. Load at 15.06
Plating Notes %. ATE OF f•ci;
All plates are 1.5X4 except as noted. 00' P ��
�
R
Purim;0
4Nft
In lieu of structural panels use purlins to brace all flat TO �S'aY11%O AJ AA`�
@ 24" oc. COA IfI
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT_FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the 1. test editi n of BCSI (Bull in
Componengt S�fety Information, by Tf I and'S�CAI f�i s�a�e�/ practices to pertor$ning the a unctions. Instler shalPpr vide toovary
Prior
bracin r.BB S1. Unless noted otherwise, too chord s all ave propery attached stmctural s. eathin and bottioac ord. shall have a rope y
dri L wn for Finanen1 lateral restraihI webs haw bracing insf�Iletl r 6(:SI 63, 87 r B70,
attach� Itl ceiLn cations 5h of Shall s coons
applicable. AP to acl face, oQMs antl position as shown above and on p JoinFDetails, unless notedeothe"se. f�efar to
3s f 4Pat8s
rawinga 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
ALPINE
Alpine, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any digialion from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o tmsses. A seal on this drawing or cover p��e 6750 Fomm Drive
dra [m drawing indicates acreptan f' pr f sa en��ne�Fin res n I ility s Iglyi r the design shown. The 5uhabiliry and use PCs Suite 305
draviQng or any s ucture Is the responscei6piry o 1�1e �ui�ding'Designbr peP�I�SI/TPI i5ec.o2.
For more information see these web sites: Alpine: al ine!tw.com; TPI: t inst.or ; SBCA: sbcindust -nn; ICC: iccsafa.or ; AWC: awc..m Orlando FL, 32821
SEQN: 259883/ HIPM
Ply: 1
Job Number: 21-0061
CusLR]61 JRe1:1X20]61(013 T9 /
FROM:
OIy: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.33028
Truss Label: T28
AK / DF 02/05/2021
9' 14'S"4 16'8'
2'2'12
s Ds T2 E =V3F TI TI
2
6�
C311111.5X6
1 T y B K JI
A 4�
-3X4 0 -5%8 oG
3X4(B1) =6%6
16'8"
1'T'6 5-P 6'S-12 5'1"12 2"'8
1'T'6 �2"' 9'1"12 14'3"8 168"
Y' "
2'2 12
Loading Criteria (po Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
in
TCLL 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA NA PP Deflection in loc 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
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.528 L 376 240 g 766 /486 /186 /194
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.119 G - - O 619 /- /- /325 /186 /-
EXP: B K2t: NA HORZ TL
Des Ld: 37.00 ( ): 0.220 G - Wind reactions based on MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ff Building Code: Creep Factor: 2.0 B Brg Width = 8.0 Min Req
TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TO CSI: 0.559 O Brg Width = 8.0 Min Req
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.536 Bearings B & O are a rigid surface.
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0.406
Spacing: 24.0 " C&C Dist a: 3.00 ff P Mexlmum Top Chord Forces Per Ply fibs)
Loc. from endwallI Any Chords Tens.Comp. Chords Tens. Comp.
Pl te;ype(.):
GCpi: 0.1B Plate Type(s):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 458 -729 C-D 706 -974
Lumber
Maximum Bo Chord Forces Per Ply fibs)
Top chord: 2x4SP2250fT22x4SP#2;
2x4 Chords Tens Comp. Chords Tens. Comp.
Bo[ chord: 2x4 SP #2; B2 x4 SP 2250f-1.9E;
Webs: 2x4 SP#2; B-N 526 -612 M-K 813 -772
Plating Notes C-M 679 -626 K-H 823 -774
All plates are 1.5X4 except as noted. Maximum Web Fors Per Ply (Ibs)
Purlins Webs Tens.Comp. Webs Tens. Comp.
In lieu of structural panels use purlins to brace all flat TC C - N 974 -825 H - F 648 -652
@24"oc. N-M 723 -836 F-G 600 -5B9
D-H 511 -571
Wind
Wind loads based on MW FRS with additional C&C WyyN
in bar dvertic
_ ,yam
•�[1`
Right end vertical not exposed to wind pressure. w �
Wind loading based on both gable and hip roof types.
Laterally brace top chord below filler and bottom chord Q •• AGE, •�� •,••0'V
above filler at 24" o.c., including a lateral brace at
chord ends (If no rigid diaphragm exists at that point).
No. 648
tit
i ATE OF
OR%OP"'�t14'�
02/05/2021
ARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT_FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S�fety Information, by Tf I and'S�CAI f�i s�a�e�/ practices to pertor$ning the a taunctions. Insta�ler shalPpr vide tem ovary
Prior
bracln r.BB SI, Unless noted otherwise, too chord s all ave �ropery attached stuctural s. eathin and bott0lrlc old. shall have all y
adach� riri itl ceiLn L catl0n5 5h wn for Finanen11 lateral restraiht of webs Shall hav braolnp Insf�Iled r 6(:SI s ctrons 63, 87 r B70,
�s appllcab�e. AP 4Pat8s to acl face, oQfr a antl position as shown above and on 1p JoinFD6hu s., unless notedeotherwise. f�efer to ALPINE
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
tru no a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d1glation from this drawing, any failure to build the
truss In conformance with ANSI/ 1, or or hand�in� shI ping installs ion. an orationn o trusses. A seal on this drawing or cover p��e
IISOn [M drawin Indlce)ea acreptan f' pr f ssi 1 en�me@yin res n iyillty s lZ 6750 Forum Drive"
the design shown. The suhabdiry and use 0 IS Suite 305
draviQngor any structure Is the responscei6piry o1�1e �ui�ding'Deslgnbr i5ec.o2.
peP�I�SI/TPI .
For more information see these web sites: Alpine: al ine!tw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafa.or AWC: awc.o Orlando FL, 32821
SEQN: 259886/ HIPM
Ply: 1
Job Number: 21-0061
Cu5t:R761 JRe1:1-1110013 T53 /
FROM:
OIy: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.30418
Truss Label: T29
AK / DF 02/05/2021
8'10"2
8'10"2
-dE T2 =3x3 TI
D T
12
8�
p30X3 1
T B B2 L KJ H G
1 =3X8 �10'
A ON M
=3X4(B1) �4X6 sis 8
18'8"
I�2� 1TB 5"A 85'12 3'3'B 1'11'd
1'1"G 2" 11'1'12 14'e'4 1e4'8 1
8
212 M.
Loading Criteria (po Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reaotlons (Ibs)
in
TCLL 20.00 Wind Std: ASCE 7-16 Pg: NA Cf. NA NA PP Deflection in loc Udell U# Gravity Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.271 M 734 360 Loc R+ / R- / Rh / R. / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.484 M 410 240 g 7� /_ /_ /493 /174 /230
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.108 G - - P 619 /- /- /346 /196 /-
EXP: B K2t: NA HORZ TL
Des Ld: 37.00 ( ): 0.200 G - Wind reactions based on MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ft Building Code: Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5
TCDL: 4.0 psf
Soffit: psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.618 P Brg Width = 8.0 Min Req = 1.5
ion: MWFRBCDLS.0 Bearings B & P are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI 2014 Max BC CSI: 0.503
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0.522
Fa
Spacing: 24.0 " C&C Dist a: 3.00 h P Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endw.1 Any
Type(s): Chords Tens.Comp. Chords Tens. Comp.
PlateFT/R
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 210 -524 D -E 453 -681
Lumber C -D 670-1049 E-F 456 -551
Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Chords Tens.Comp. Chords Tens. Comp.
Plating Notes B - O 287 -397 N - L 929 -833
C-N 851 -738
All plates are 1.5X4 except as noted.
Purlins Maximum Web Forces Per Ply (Ibs)
In lieu of structural panels use purlins to brace all flat TC Webs Tens.Comp. Webs Tens. Comp.
@ 24" oc. 0-0 632 -441 L - F 729 -603
O -N 405 -522 H-F M-611
Wind D-L 433 -449 H-G 573 -600
Wind loads based on MW FRS with additional C&C
member design. ,.rr0r1MM1N rr/
Right end vertical not exposed to wind pressure. • /4 S F/
Wind loading based on both gable and hip roof types. V l M�
Laterally brace top chord below filler and bottom chord O •• �GEIV�F p^✓G1
above filler at 24" o.c., including a lateral brace at
chord ends (If no rigid diaphragm exists at that point).
No. 648
ATE OF
ti'
-�'LORVOIVt14'�
AIAL
con#
02/05/2021
ARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT_FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S�fety Information, by Tf�land'S�CAI f�i s�a�e�/ practices to pertor$ning thee taunctions. Insla�lershalPpr vide teovary
Prior
bracin r.BB SI, Unless noted otherwise, too chord s all ave �ropery attached stmctural s. eathin and botto%. ord. shall have all ope y
adach� riri itl celLn L catlOnS 5h wn for Finanen1 lateral restraih[ of wgb5 Shall hav braclnp InSf�Iled r 6(:SI 5 ctrons 63, 87B70,
App�r face, da f�efer
�s appllcab�e. 4Pat8s to acR oQlru�ss ant posi ion as shown above and on JoinFDetails, unless notedeothenvise. to ALPINE
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for addhlonal information.
Alpine, a division of ITW Buildin omponefn[s Gro ,p Inc. @hall not be resronsibl$ for any digiation from this drawing, any failure to build the
truss In conformance with ANSI/ 1, or or hand�in� shl ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive"
II50n [M drawing Indlce)es acreptan f' pr f sa en��ne�Fin res n iyillty s Iglyi r the design Shown. The surtabllig and use 0 Is Suite 305
draviQng or any structure Is the responsc%1 o 1�7e �ui�ding'Deslgnbr i5ec.o2.
peP�I�SI/TPI
For more information see these web sites: Alpine: al ine!tw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafa.or , AWC: awc.om Orlando FL, 32821
SEQN: 259889/ HIPM
Ply: 1
Job Number: 21-0061
Cu5t:R761 JRe1:1X20]61(013
FROM:
Oty: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.31371
Truss Label: T30
AK / DF 02/05/2021
r16 sz 3eao6e
=4. =3x9
TIII y E F TIII
04
2 c
P 617 m
O ML H O
gp
Y RO P 1.Sx0 1
9x4IB1) =0x4
Islos
�z H Ire 'zb�rea 1ar1z u•s4is•1A
r 1ro"
z 1z 1s•1 e
Loading Criteria (po Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactlons (Ibs)
TCLL 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.239 P 841 360 Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CQ: 0.436 P 462 240 B 774 /_ /_ /501 /163 /266
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.101 1 - - G 627 /- /- /374 /210 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.187 - - Wind reactions based on MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ff Building Code: Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5
TCDL: 4.0 psf
Soffit: 2.00 BC4.0 psf FBC 7th Ed. 2020 Res. Max TO CSI: 0.843 G Brg Width = - Min Req = -
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.563 Bearing B is a rigid surface.
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0.503
Spacing: 24.0 " C&C Dist a: 3.00 ff P Mexlmum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any Chords Tens.Comp. Chords Tens. Comp.
Pl te;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:20.02.01A.1209A B-C 277 -797 D-E 241 -444
Lumber C -D 594-1145
Top chord: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2; Chords Tens.Comp. Chords Tens. Comp.
Plating Notes B - R 56B -557 Q - O 9B1 -799
C - Q 839 -667 O - N 973 -797
All plates are 1.5X4 except as noted.
Hangers / Ties Maximum Web Forces Per Ply (Ibs)
(J) Hanger Support Required, by others Webs Tens.Comp. Webs Tens. Comp.
C-R 88B -896 N-F 593 -492
Purim. R-Q 777 -732 F-G 546 -5B7
In lieu of structural panels use purlins to brace all flat TIC - N 605 -750
@ 24" oc. wfina
Wind �$ F
Wind loads based on MW FRS with additional C&C /A^.
member design. O••�• �GElVSF •• V"
V
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Laterally brace top chord below filler and bottom chord No. 648
above filler at 24" o.c., including a lateral brace at
chord ends (If no rigid diaphragm exists at that point).
ATE OF i•�
COA
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$ralling and braCin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S8fety Information, by Tf I and'S�CAI f�i spa practices to pertorr ing then unctions. Insta�ler shalPpr vide teovary
Prior
M
bracln r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all ope y
adach� riri id CSe L catlOnS 5h wn for Finanen lateral resiraiht of webs Shall hav braclnp Insf�Iletl r 6(:SI s coons 63, 87B70,
�s appllcab�e. App�r 4Pat8s to acR face, oQt, anr] position as shown above and on iFtQ JoinFDetaa, unless nota otherwise. f�efer to ALPINE
rawings 160A-Z fo s an and pate p0sltlons. efer to job's General Noes page for addhlonal information.
tru 1, a division of ITW Bd'%i omponefnts Gro ,p Inc. @hall not be resronsibl$ for any d7viation from this drawing, any failure to build the
truss In conformance with ANSI/ 1, or or hand�in� shl ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive"
II50n [m drawinp Indlca)es acreptan f' pr f sa en��ne�Fin res n iyillty s Iglyi r the design Shown. The surtabllig and use 0 IS Suite 305
draviQng or any sBuclure Is the responsc%1 o 1�1e �ui�ding'Deslgnbr i5ec.o2.
peP�I�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafe.or , AWC: awc.om Orlando FL, 32821
SEQN: 259892/ HIPM
Ply: 1
Job Number: 21-0061
CusLR]61 JRe1:1X20]610013
FROM:
OIy: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o:
036.21.1624.33a24
Truss Label: T31
AK / DF 02/05/2021
sss store
' s5re + sett + rtPe'
-M _W
o
sp �
m
rsxa
_ t.sxe i Ito
=pxd(st) J.
tsmre
8 p 5'0' 8"48"Q
t882"��
}}
�22�t2 1S70i8'tare
Loading Criteria (psi) Wind Criteria Snow Criteria (pg,Pf in PSF) Defl/CSI Criteria A Maximum Reaotlons,
in
(Ibs)
TCLL 20.00 Wind Std: ASCE 7-16 Pg: NA Cf. NA NA PP Deflection in loc Udell 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
/ Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.445 P 452 240 g 772
/500 /147 /302
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.105 1 - - G 625 /- /-
/403 /224 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.194 I - - Wind reactions based on
MWFRS
N9 BCLL: 10.00 Mean Height: 15.00 ft Building Code: Creep Factor: 2.0 B Brg Width = 8.0
TCDL: 4.0 psf
Min Req = 1.5
Soffit: 2.00 BCDL: 4.0 psf FBC 7M Ed. 2020 Res. Maz TC CSI: 0.595 G Brg Width = -
Min Req = -
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.523 Bearing B is a rigid surface.
Members not listed have forces less than 375#
Re Fac: Yes Max Web CS 0.840
Spacing: 24.0 " C&C Dist a: 3.00 ff P Maximum Top Chord
Forces Per Ply fibs)
Loc. from endwallI Any Chords Tens.Comp.
Chords Tens. Comp.
Pl te;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 180 -719
C-D 464 -1073
Lumber
Maximum Bot Chord Forces Per Ply fibs)
Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1
Bo[ chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Chords Tens Comp.
9E;
Chords Tens. Comp.
Webs: 2x4 SP #2; B-R 511 -%4
O-L 907 -736
Plating Notes C - Q 784 -611
Q-O 913 -737
L - K 905 -732
All plates are 1.5X4 except as noted.
Hangers / Ties Maximum Web Forces
Per Ply (Ibs)
(J) Hanger Support Required, by others Webs Tens.Comp.
Webs Tens. Comp.
C-R 833 -801
D-K 6B2 -840
Purim. R-Q 704 -S92
K-F 621 -490
In lieu of structural panels use purlins to brace all flat TIC - D 392 -59
F - G 484 -603
@ 24" oc. tlatrrrr
Wind �$ ft
Wind loads based on MWFRS with additional C&C
member design.
V
O••�• �GElVSF •• V"
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Laterally brace top chord below filler and bottom chord No. 648
above filler at 24" o.c., including a lateral brace at
chord ends (If no rigid diaphragm exists at that point).
ATE OF f•4�
COA
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$ralling and bracin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S�fety Information, by Tf�land'S�CAI f�i s�a�e�y practices to pertor$ning Thee unctions. Insta�ler shalPpr vide tem ovary
Prior
bracin r.BB SI, Unless noted otherwise, [oo chbrd s all ave �ropery attached stmctural s. eathin and bott0lrlc ord.shall have a rope y
adach� riri itl ceiLn L cations 5h wn for Finanen lateral resiraiht of wgb5 Shall hav bracing in r 6(:SI 5 c4on5 63, 87 r g10,
App�r face, idp f�efer
�s applicable. 4Pat8s to acR oQfm�ss ant] position as shown above and a JoinFDetails, unless notedeothenvise. to
rawinga 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
ALPINE
tru na, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resronsibl$ for any d7viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive"
Ilstin [m drawing Indica)es acreptan f' pr f Sa en��ne�Fin res n iyility 5 Iglyi r the design Shown. The surtabilig and use 0 is
draviQng or any sBuclum Is the responsc%1 o 1�1e f�ui�ding'Designbr peP�I�SI/TPI i5ec.o2.
Suite 305
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafe.or , AWC: awc.om
Orlando FL, 32821
SEQN: 259895/ MONO
Ply: 1
Job Number: 21-0061
Cull: R761 JRe1:1X20]610013 T] /
FROM:
Qry: 4
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o:
036.21.1624.32965
Truss Label: T32
AK / DF 02/05/2021
Bu
az ee �'r
�+A _ace y �1a
=axyell =.4
�z� trs� '3 e4re + 14s4 + t4
zz�tz ' ie•tdro
Loading Criteria (po Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactlons
in
(Ibs)
TCLL 20.00 Wind Std: ASCE 7-16 Pg: NA Cf. NA NA PP Deflection in loc Udell U1t Gravity
Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.296 N 681 360 Loc R+ / R- / Rh
/ R. / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.520 N 387 240 g 772
/496 /130 /336
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.121 H - - F 625 /- /-
/434 /238 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.223 H - Wind reactions based on
MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ff Building Code: Creep Factor: 2.0 B Brg Width = B.0
TCDL: 4.0 psf
Min Req = 1.5
Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TO CSI: 0.617 F Brg W id[h = -
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.
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0.572
Spacing: 24.0 " C&C Dist a: 3.00 ff P Maximum Top Chord
Forces Per Ply (Ibs)
Loc. from endwall: Any FT/RT:20(0)/5(0) Chords Tens.Comp.
Chords Tens. Comp.
GCpi: 0.1I Plate Type(.):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 144 -728
C-D 335 -967
Lumber
Maximum Bot Chord Forces Per Ply (Ibs)
4 SP 22502 ;
Top chord.chord:
Bo[ chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Chords Tens Comp.
x 2x4
Chords Tens. Comp.
Webs: 2x4 SP q2; B -P 522 -557
M-J 821 -663
C-O 695 -530
J-H 819 -666
Bracing O-M 827 -654
H -F 821 -663
W B: Web -Blocks are 2x4 of grade: W B1 = SP M2, and Maximum Web Forces
fastened to web with 3X3 or larger plates. See DRW G
Per Ply (Ibs)
BRWEBLOK1014 for further details. Webs Tens.Comp.
Webs Tens. Comp.
Plating Notes C - P 885 -819
M - D 439 -26
P-O 718 -736
All plates are 1.5X4 except as noted.
D-F 752 -931
Hangers / Ties "M""O" ,
(J) Hanger Support Required, by others �S F( t`•
`
Wind • •\CE�S� %� V"
Wind loads based on MW FRS with additional C&C
���
member design.
Right and vertical not exposed to wind pressure. No. �8
Wind loading based on both gable and hip roof types.
Laterally brace top chord below filler and bottom chord * _
above filler at 24" o.c., including a lateral brace at
chord ends (If no rigid diaphragm exists at that '}r ATE OF
point). .ef cr
7TX.
IL
`FINAL
COA
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Builtlin
Componengt S8fety Information, by Tf�land'S�CAI f�i s�a�e�/ practices to pertor$ning the a unctions. Insta�lej. isPpr vide vary
Prior
ope y
bracin r.BB SI, Unless noted otherwise, [oo ch rd s all eve �ropery attached structural s. eathin and bottolrlc ord. sha4have 110
adach� riri id CSe L cati0n5 5h wn for Finanen1 lateral restraiht of webs shall hav bracmp insf�Iletl r 6(:SI s ctrons 63, 87
App�r face, f�efer
�s applicable. 4Pat8s to acR oQlru�ss ant position as shown above and on n, JoinFDetails, unless notedeothenvise. to
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for atldhional information.
ALPINE
Alpine, a division of ITW "'MSOPT, Gro ,p Inc. @hall not be resPonsibl$ for any d7viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
,
IIsb thi drawing indica)e5 acreptan f' pr f ss1 en�me@yin res n lyility s 19 r the design Shown. The suhabiliry and use 0 is
draviQng or any sBuclum 1s the responsc%1 o 1�1e �ui�ding'Designbr i5ec.o2.
6750 Forum Drive"
6750 305
peP�I�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafe.or , AWC: awc.o
Orlando FL, 32821
General Notes (continued)
Key to Terms:
Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed
information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be
found in calculation sheets available upon written request.
BCDL = Bottom Chord standard design Dead Load in pounds per square foot.
BCLL = Bottom Chord standard design Live Load in pounds per square foot.
CL = Certified lumber.
Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot.
FRT = Fire Retardant Treated lumber.
FRT-DB = D-Blaze Fire Retardant Treated lumber.
FRT-DC = Dricon Fire Retardant Treated lumber.
FRT-FP = FirePRO Fire Retardant Treated lumber.
FRT-FL = FlamePRO Fire Retardant Treated lumber.
FRT-FT = FlameTech Fire Retardant Treated lumber.
FRT-PG = PYRO-GUARD Fire Retardant Treated lumber.
g = green lumber.
HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches.
HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep
adjustment.
HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds.
Ic = Incised lumber.
FJ = Finger Jointed lumber.
U# = user specified divisor for limiting span/deflection ratio for evaluation of actual Udefl value.
Udefl = ratio of Length between bearings, in inches, divided by the vertical Deflection due to creep, in inches, at the
referenced panel point. Reported as 999 if greater than or equal to 999.
Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection.
Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases.
Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases.
Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases.
NCBCLL = Non -Concurrent Bottom Chord design Live Load in pounds per square foot.
PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds.
PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds
PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds.
PP = Panel Point.
R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc).
-R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc).
Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the
indicated location (Loc).
RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non -gravity (wind or seismic)
load cases, at the indicated location (Loc).
Rw = maximum downward design Reaction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the
identified location (Loc).
TCDL = Top Chord standard design Dead Load in pounds per square foot.
TCLL = Top Chord standard design Live Load in pounds per square foot.
U = maximum Upward design reaction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the
indicated location (Loc).
VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in
inches.
VERT(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and
maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment.
VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load.
VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment.
W = Width of non -hanger bearing, in inches.
Refer to ASCE-7 for Wind and Seismic abbreviations.
Uppercase Acronyms not explained above are as defined in TPI 1.
Page 2 of 3
SEQN: 259899/ MONO
Ply: 1
Job Number: 21-0061
Cull: R761 JRe1:1X20]61(b13 Td6 /
FROM:
Oty: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.29981
Truss Label: T33
AK / DF 02/05/2021
1114 sore sYt4 I�Pe
/9%Ir
IIII rEyA
m 6
�
_L
�P.
Loading Criteria (ps7) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reaotlons (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): 0.029 C 999 360 Loc R+ / R- / Rh / R. / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.053 C 999 240 B 774 A 6 /130 /336
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.011 F - - M 627 /- /- /434 /238 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.021 F - Wind reactions based on MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ft Building Code: Creep Factor: 2.0 B Brg Width = 8.0 Min Req
TCDL: 4.0 Ps!
Soffit: 2.00 BCDL: 4.0 psf FBC 7M Ed. 2020 Res. Max TO CSI: 0.391 M Brg Width = 6.5 Min Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.520 Bearings B & M are a rigid surface.
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0.473
Spacing: 24.0 " C&C Dist a: 3.00 ff P Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any Chords Tens.Comp. Chords Tens. Comp.
Pl te;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 274 -935 C-D 207 -735
Lumber
Top chord: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord: 2x4 SP #2; Chords Tens Comp. Chords Tens. Comp.
Webs: 2x4 SP#2; B-L 770 -664 L-K 469 -378
Wind
Wind loads based on MW FRS with additional C&C Maximum Web Foms Per Ply (Ibs)
member design. Webs Tens.Comp. Webs Tens. Comp.
Right end vertical not exposed to wind pressure. D - 32B -418 I - F 715 -604
W ind loading based on both gable and hip roof types. K - 496 -403 F - G 4% -fil l
�pIMMIN
S F(
O, .• �GE.NSF ,��,
No. 648
i ATE OF pc(;
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$ralling and bracin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S8fety Information, by Tf�land'S�CAI f�i spa practices to perforr ing then taunctions. Installer�shalPpr vide tem ovary
Prior
M
bracin r.BB SI, Unless noted otherwise, [oo chbrd s all ave �ropery attached stmctural s. eathin and bottolrlc ord.shall have a rope y
adach� dri itl ceiLn L cations 5h wn for Finanen1 lateral restraiht of wgb5 Shl, hav bracing in r 6(:SI s ctrons 63, 87 r B70,
App�r face, taq f�efer
�s applicable. 4Pat8s to acR oQfm�ss ant position as shown above and a JoinFDetails, unless notedeothenvise. to ALPINE
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
tru na, a division of ITW Buildin oT,%nr7nrs Gro ,p Inc. @hall not be resronsibl$ for any d1glation from this drawing, any failure to build the ,
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive
II50n [m drawing Indica)es acreptan f' pr f sa I en��ne�Fin res n iylli s Iglyi r the design Shown. The surtabilig and use 0 is Suite 305
draviQng or any sBuclum Is the responsc%1 o 1�7e �ui�ding'Designbr i5ec.o2.
peP�I�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafe.or , AWC: awc.org Orlando FL, 32821
SEQN: 259626/ SPEC
Ply: 1
Job Number: 21-0061
Cull: R761 JRe1:1X20]610013 -1 /
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o:
036.21.1624.32746
Truss Label: T34
AK / DF 02/05/2021
TIII
TIIII
I
I I
�
in
Loading Criteria (po Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
A Maximum Reactlons
(Ibs)
TCLL 20.00 Wind Std: ASCE 7-16 Pg: NA Cf. NA NA PP Deflection in loc 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
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.759 J 269 240
g 844 /_ /_
/504 /232 /321
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.193 1 - -
M 822 /- /-
/421 /241 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.368 - -
Wind reactions based on
MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ff Building Code: Creep Factor: 2.0
TCDL: 4.0 psf
B Brg Width = B.0
Min Req = 1.5
Soffit: 2.00 BCDL: 4.0 psf FBC 7M Ed. 2020 Res. Max TO CSI: 0.541
M Brg W id[h = 4.0
Min Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.931
Bearings B & M are a rigid surface.
Members not listed have forces less than 375#
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 Per Ply (Ibs)
Loc. from endwall: Any FT/RT:20(0)/5(0)
Chords Tens.Comp.
Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
B-C 326-1151
C-D 155 -672
Lumber
Top chord: 2x4 SP #2; T3 2x4 SP 2250f-1.9E;
Maximum Bot Chord Forces Per Ply (Ibs)
Bo[ chord: 2x4 SP 2250f-1.9E;
Chords Tens.Comp.
Chords Tens. Comp.
Webs: 2x4 SP #2;
B - K 963 -635
J - 1 521 -319
Rt Bearing Leg: 2x6 SP #2;
K - J 95B -633
Special Loads
------(Lumber Dur.Fac. 1.25/Plate Dur.Fac. 1.25)
Maximum Web Forces
Per Ply (Ibs)
TC: From 56 plf at -2.13 to 56 pit at 17.33
Webs Tens.Comp.
Webs Tens. Comp.
Be: From 4 plf at -2.13 to 4 plf at 0.00
C - J 435 -500
G - M 326 -529
BC: From 20 plf at 0.00 to 20 plf at 10.33
D _ L 292534
M - H 326 -529
Be: From 70 plf at 10.33 to 70 plf at 15.12
BC: From 20 plf at 15.12 to 20 pit at 16.87
L - 349455
F - G 451 -240
L - G 282 -521
F - M 854 -1225
Plating Notes _'00 Win
1-0 1469 -834
All plates are 1.5X4 except as noted. ("�,. /4 S FL
Wind ......... Wind loads based on MW FRS with additional C&C O: .� �GElV�F .,�•0/^
V
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types. NO. 648
Collar -fie braced with Continuous lateral bracing at
24" O.C. including chord ends, or rigid ceiling.
i ATE OF
OR%OP"'�t14'�
NAI
COA #
02/05/2021
""WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n
Componengt S�fety Information, by Tf�land'S�CAI f�i s�a�e�/ practices to pertor$ning thee taunctions. Insta�lershalPpr
of BCSI (Building
vide tem orary
Prior
bracln r.BB SI, Unless noted otherwise, too chbrd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have a rope y
attach� riri id CSe L cati0n5 5h wn for Finanen lateral restraiht of webs shall hav bracmp insl�Iletl r 6(:SI s ctrons 63, 87 r B70,
App�r face, tFtQ f�efer
�s applicable. 4Pat8s to acR oQfm�ss anr] position as shown above and on JoinFDetails, unless notedeotherwise.
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
to
ALPINE
tru na, a division of ITW "'MSOPT, Gro ,p Inc. @hall not be resPonsibl$ for any d7viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� sh, ping install. ion. an bracinnn o trusses. A seal on this drawing or cover p��e
,
6750
6750 Forum Drive"
Ilsbn thi drawing indica)e5 acreptan f' pr f ssi en�me@yin res n iyility s Iglyi r the design shown. The suitability
draviQngor any sBuclure Is the responscei6piry o1�1e �ui�ding'Designbr peP�I�SI/TPI i5ec.o2.Suite
and use 0 is
305
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust - ; lee: iccsafe.or , AWC: awc.om
Orlando FL, 32821
SEQN: 259629/ SPEC
Ply: 1
Job Number: 21-0061
Cull: R761 JRe1:1X20]610013
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o:
036.21.1624.31434
Truss Label: T35
AK / DF 02/05/2021
Z! ssr a-
11 l �s
l
-earl
Loading Criteria (po Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reaotlons
(Ibs)
TCLL 20.00 Wind Std: ASCE 7-16 Pg: NA Cf. NA CAT: NA PP Deflection in loc Udell U# Gravity
Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.266 J 768 360 Loc R+ / R- / Rh
/ Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.504 J 405 240 g 844 /_ /_
/506 /232 /285
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.123 1 - - N 822 /- /-
/390 /227 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.2.0 - - Wind reactions based on
MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ft Building Code: Creep Factor: 2.0 B Brg Width = 8.0
TCDL: 4.0 psf
Min Req = 1.5
Soffit: psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.694 N Brg Width = 4.0
Min Req = 1.5
ion: MWFRBCDLS.0 Bearings B & N are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI Std: 2014 Max BC CSI: 0.852
Members not listed have forces less than 375#
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 Per Ply (Ibs)
FT/RT:20(0)/5(0)
Loc. from endwall: Any Chords Tens Comp.
Chords Tens. Comp.
Go 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE 18SS VIEW Ver: 20.02.01A.1209.11 B-C 386-1138
C-D 195 -709
Lumber
Maximum Bot Chord Forces Per Ply (firs)Top chord: 2x4 SP #2;
Bo[ chord: 2x4 SP 2250f-1.9E; Chords Tens.Comp.
Chords Tens. Comp.
Webs: 2x4 SP #2; W 7 2x4 SP 2250f-1.9E; B - K 954 -679
J - 1 537 -340
Rt Bearing Leg: 2x6 SP #2; K - J 951 -679
Special Loads
Maximum Web Forces
------(Lumber Dur.Fac. 1.25/Plate Dur.Fac. 1.25)
Per Ply (Ibs)
TC: From 56 plf at -2.13 to 56 pit at 17.33 Webs Tens.Comp.
Webs Tens. Comp.
BC: From 4 fill at -2.13 to 4 plf at 0.00 C - J 397 -464
M - G 419 -668
BC: From 20 plf at 0.00 to 20 plf at 10.33 D _ L 409 -659
I - G 1609 -971
BC: From 70 plf at 10.33 to 70 plf at 15.12 E - L 401 -448
BC: From 20 plf at 15.12 to 20 pit at 16.87
F - G 824 -469
L - M 438 -691
F - N 474 -662
Plating Notes In" M -1 695 -837
All plates are 1.5X4 except as noted. S r
Wind A!..
Wind loads based on MWFRS with additional C&C O••.• \('j EN
member design. V
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types. NO. 648
Collar -fie braced with Continuous lateral bracing at
24" O.C. inchord ends, or rigid ceiling.
ATE OF
iAVIALL
COA
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT_FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$talling and bracin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S8fety Information, by TFI and'S�CAI f�i s�a�e�/ practices to pertor$ning thee unctions. Insta�lershalPpr vide tem ovary
Prior
bracln r.BB S1. Unless noted otherwise, too chords all awe �ropery attached structural s. eathin and bottolrlc ord. sit, I. a rope y
adach �riri itl ceiLn L cati0n5 5h wn for Finanen later8l restraiht of wgb5 Shall haw braanp insl�Iletl r 6(:SI s ctrons 63, 87 r B70,
App�r face, tFtQ Refer
�s applicable. PPatBs to acR oPfm�ss anr] positron as shown above and on JoinFDetails, unless notedeothenvise. to
rawings 160A-Z fo s an and pate positions. efer to job's General Noes page for additional information.
ALPINE
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o tmsses. A seal on this drawing or cover p��e
IIsb thi drawing Irxlica)es acreptan f' pr f psi en�me@yin res n iylli p Iglyi r the design shown. The suitability and use o is
draviQng Ior any sBucture Is the reeponscei6piry o�1�1e �ui�ding'Designbr i5ac.o2.Suite
6750 Forum Drive"
6750 305
peP�I�SI/TPI
For more information see these web sites: Alpine: al ine!tw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafa.or ; AWC: aw-m
Orlando FL, 32821
SEQN: 259617/ SPEC
Ply: 1
Job Number: 21-0061
Cull: R761 JRe1:1-7611b13 T73 /
FROM:
Oty: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.30840
Truss Label: T36
AK / DF 02/05/2021
Fr z' i Ell sr is+ae
iarca i ere�1
Loading Criteria (po Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactlons
(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): 0.283 D 720 360 Loc R+ / R- / Rh
/ Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.540 D 378 240 a 870 /_ /_
/505 /232 /249
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.135 D - - O 830 /- /-
/364 /214 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.256 D - Wind reactions based on
MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ff Building Code: Creep Factor: 2.0 B Brg Width = 8.0
TCDL: 4.0 Ps!
Min Req = 1.5
FBC 7th Ed. 2020 Res. Max TO CSI: 0.449 O Brg Width = 4.0
Soffit: 2.00 BeDL: 4.0 psf
Min Req = 1.5
Bearings B & O are a rigid
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.979
Members not listed have
surface.
forces less than 375#
Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CS I: 0.417
Mexlmum Top Chord Forces
Per Ply (Ibs)
FT/R7:20(0)/5(0)
Loc. from endwall: Any Chords Tens.Comp.
Chords Tens. Comp.
GCpi: 0.18 Plate 7ype(s):
Wind Duration: 1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 468 -1197
E-F 551 -150
Lumber C-D 263 -751
D - E 261 -489
F-G 550 -167
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP 2250f-1.9E; Maximum Bot Chord Forces Per Ply (Ibs)
Webs:earing2x4 WS 2x4 SP 2250f-1.9E;
Le :2;
Rt Bearing Leg: 2x6 SP #2; Chords Tens.Comp.
Chords Tens. Comp.
Special Loads B - L 1005 -691
K - J 5W -339
L-K 1001 -691
-----(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25)
TC: From 56 plf at -2.13 to 56 pit at 17.33
Be: From 4 plf at -2.13 to 4 plf at 0.00 Maximum Web Forces
Per Ply (Ibs)
BC: From 20 plf at 0.00 to 20 plf at 10.04 Webs Tens.Comp.
Webs Tens. Comp.
Be: From 70 plf at 10.04 to 70 plf at 15.12
BC: From 20 plf at 15.12 to 20 pit at 16.87 C - K 414 -491
N - H 383 -695
E - M 404 -994
J - H 1643 -846
Plating Notes F - M 335 -375
H - O 196 -418
All plates are 1.5X4 except as noted. In" M - N 39B -715
M-G 110 -413
S!
O - I 196 -418
G-H 755 -318
Wind /� N-J 549 -745
M
G-O 790 -1022
^
Wind loads based on MWFRS with additional C&C O••�� �CiENSF %�
member design. V"
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types. No. 648
Collar -tie braced with continuous lateral bracing at
24" O.C. including chord ends, or rigid ceiling.
It i5 the responsibility of the building designer ATE OF t�
and truss fabricator to review this dwg prior
to cutting lumber to verify that all data, including
DA
s Q .f
dimensQR� ions and loads, conform to the architectural
plans, specifications and fabricators truss layout. • �(` titiOR%
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S8fety Information, by Tf I and'S�CAI f�i spa practices to pertorr ring then taunctions. Insta�ler shalPpr vide teovary
Prior
M
bracin r.BB SI, Unless noted otherwise, too ch rd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all ope y
attach� riri id CSe L cations 5h wn for Finanen1 latergl restraiht of webs Shall hav bracing insf�Iletl r 6(:SI s csons 63, 87B70,
�s applicable. App�r 4Pat8s to acR face, oQt, and position as shown above and on tFtQ JoinFDetails, unless nota otherwise. f�efer to
rawings 160A-Z fo s an and pate p0sltlons. efer to job's General Notes page for additional information.
ALPINE
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
Ilsen [m drawing Indica)es acreptan f' pr f sa en��ne�Fin res n iyility s Iglyi r the design Shown. The surtabilig and use 0 is
draviQng or any sBuclum Is the responsc%1 o 1�1e �ui�ding'Designbr i5ec.o2.
6750 Forum Drive"
Suite 305
peP�I�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust - ; lee: iccsafe.or , AWC: awc.om
Orlando FL, 32821
SEQN: 259614/ SPEC
Ply: 1
Job Number: 21-0061
Cull: R761 JRe1:1-7611b13
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.36777
Truss Label: T37
AK / DF 02/05/2021
s9
5'9"1 10'0"b 15'3'4 16'10"B
m5%5 11`7_]
D 2 E F
12
fi p
B I
A K J _ I H
9%4IBtl 1111.a. = _4X] III1bXC
1T4"
~z :T4 15'S" 18'1
4.,
Loading Criteria (po 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): 0.225 D 907 360 Loc R+ / R- / Rh / R. / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.429 D 476 240 B 870 A 9 /232 /212
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.100 E - - G 830 /- /- /341 /203 /-
EXP: B K2t: NA HORZ TL
Des Ld: 37.00 ( ): 0.191E - Wind reactions based on MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ft Building Code: Creep Factor: 2.0 S Brg Width = 8.0 Min Req = 1.5
TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf FBC 7M Ed. 2020 Res. Max TO CSI: 0.750 G ElW id[h = 4.0 Min Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.824 Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Spacing: 24.0" C&C Dist a: 3.00 ff Rep Fac: Varies by Ld Case Max Web CSI: 0.611
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Loc. from endwallI Any Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 581 -1183 D-E 418 -604
Lumber C - D 399 -781 E - F 386 -569
Top chord: 2x4 SP #2; T2 2x6 SP 2400f-2.OE; Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2; Chords Tens.Comp. Chords Tens. Comp.
We
Rt Bearing Leg: 2x6 SP #2; B - K 995 -755 J - 1 601 -415
Spacial Loads K - J 992 -755
------(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25) Maximum Web Forces Per Ply (Ibs)
TC: From 56 pIf at -2.13 to 56 pit at 17.33
BC: From 4 pIf at -2.13 to 4 pIf at 0.00 Webs Tens.Comp. Webs Tens. Comp.
BC: From 20 pIf at 0.00 to 20 pIf at 10.04 C - J 397 -438 I - F 1967 -1322
BC: From 70 pIf at 10.04 to 70 pIf at 15.12 E - 1060 -1152 F - G 767 -1151
BC: From 20 pIf at 15.12 to 20 pit at 16.87
Wind
Wind loads based on MW FRS with additional C&C
member design. L`C•
�
Right end vertical not exposed to wind pressure.
ElVSF
Wind loading based on both gable and hip roof types. 0 ••� \Ci •• G1
No. 648
ATE OF i•�
�it�ti'•��esR1�P�� 'k,
02/05/2021
'"WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S8fety Information, by Tf I and'S�CAI f�i spa practices to pertorr ing then taunctions. Insta�ler shalPpr vide teovary
Prior
M
bracin r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all ope y
riri L wn for Finanen1 latergl restraiht webs hav braclnp Insf�Iletl r 6(:SI 63, 87B70,
adach� id CSe cations 5h of Shall s ctrons
appllcab�e. App�r to acR face, oQt, and position as shown above and on tFtQ JoinFDetails, unless nota otherwise. f�efer to
�s 4Pat8s
rawings 160A-Z fo s an and pate p0sltlons. efer to job's General Noes page for addhlonal information.
ALPINE
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss In conformance with ANSI/ 1, or or hand�in� sh1 ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e 6750 Forum Drive"
Ilsan [m drawinp Indlca)es acreptan f' pr f sa en��ne�Fin res n iyillty S Iglyi r the design Shown. The surtabllig and use 0 IS Suite 305
draviQng or any sBuclum Is the responsc%1 o 1�1e �ui�ding'Deslgnbr peP�I�SI/TPI i5ec.o2.
For more information see these web sites: Alpine: al ine!tw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafe.or , AWC: awc.om Orlando FL, 32821
SEQN: 259911/ SPEC
Ply: 1
Job Number: 21-0061
Cull: R]61 JRe1:1X20]61(b13
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.30606
Truss Label: T38
AK / DF 02/05/2021
8'10' o7l 16,10-8 17'4'
8'10' 9' TY
-6x6
0=5x5 -4X7
E F
T
2
67, T1 n
- 03 il1.5X6 1
T
N�1Y
B B2 N M L K J H I N
1 110'
1
A
QP 0 1111.5%4 =2%5
9%41B1) 1111.5%4-3%3
1111.5X4
17'4-
1T6 5" 6'3"12 11"564 1119
1']'6 �2" 8'11"12 sill 15'S"4 16']
3-a-
2'2 12 61a
Loading Criteria (po 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): 0.273 O 749 360 Loc R+ / R- / Rh
/ R. / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.498 O 409 240 g 782 /- /-
/489 /194 /177
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.106 L - - G 644 /- /-
/326 /192 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 02.0 L - Wind reactions based on
MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ff Building Code: Creep Factor: 2.0 B Brg Width = B.O
TCDL: 4.0 psf
Min Req
Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TO CSI: 0.596 G Brg W id[h = 4.0
Min Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.555 Bearings B & G are a rigid
Members not listed have
surface.
forces less than 375#
Re Fac: Yes Max Web CSI: 0.679
Spacing: 24.0 " C&C Dist a: 3.00 ff P Maximum Top Chord Forces
Per Ply (Ibs)
Loc. from endwall: Any FT/RT:20(0)/5(0) Chords Tens.Comp.
Chords Tens. Comp.
GCpi: 0.1I Plate Type(.):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 478 -753
D-E 854 -948
Lumber C - D 755 -1063
E - F 753 -860
Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E; Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Chords Tens.Comp.
Chords Tens. Comp.
Rt Bearing Leg: 2x6 SP #2; B - Q 545 -600
P - N 897 -791
Plating Notes C - P 759 -648
N - M 9W -804
All plates are 3X4 except as noted. Maximum Web Forces
Per Ply (Ibs)
Purllns Webs Tens.Comp.
Webs Tens. Comp.
In lieu of structural panels use purlins to brace all flat TC 0-0 957 -855
E - M 577 -524
@24"oc. Q-P 748 -791
M-F 812 -673
Wind D-N 423 -387
F-G 1411 -1119
Wind loads based on MW FRS with additional C&C --..rgr�M+NrrNNtyW
member
FLC
verticalG�J
A- Right end vertical not exposed to wind pressure. V !' �!
Wind loading based on both gable and hip roof types. • •\CENS••
Y^
%
Laterally brace top chord below filler and bottom chord O •�� • V-
above filler at 24" o.c., including a lateral brace at
chord ends (If no rigid diaphragm exists at that point). No. Q,t p
y
R
�, ATE OF f�cr
MAL
COA
02/05/2021
'"WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S8fety Information, by Tf I and'S�CAI f�i spa practices to pertorr ing then taunctions. Insta�ler shalPpr vide toorary
Prior
bracin r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all ope y
M
o
adach� riri id ceiLn L catlOnS 5h wn for Finanen11 lateral restraiht of webs Shall hav braclnp Insf�Iletl r 6(:SI s notions 63, 87B70,
�s appllcab�e. App�r 4Pat8s to act face, oQMs antl position as shown above and on t JoinFDetails, unless noto otherwise. Defer to
rawings 160A-Z fo s an and pate positions. efer to job's General Noes page for additional information.
ALPINE
tru no a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resronsibl$ for any d1glation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive"
Ilsan [m drawing Indica)es acreptan f' pr f sa en��ne�Fin res n iyility s Iglyi r the design Shown. The surtabilig and use 0 is
draviQng or any sBuclum Is the responsc%1 oi!1�1e �ui�ding'Designbr peP�I�SI/TPI i5ec.o2.
Suite 305
For more information see these web sites: Alpine: al ine!tw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafo.or , AWC: awc.om
Orlando FL, 32821
SEQN: 259914/ SPEC
Ply: 1
Job Number: 21-0061
Cull: R761 JRe1:1-1110013 Tat /
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o:
036.21.1624.31121
Truss Label: T39
AK /
DF 02/05/2021
_ 8'10" 11'T'6 16'6'8 1T
� 8'10" 29'8 4'11" 5"8
-5X5
D
E F
T >,5m -nn12
6 T1
7 T
T
�31�.SXfi m
O
llll T yy B g2 N M L K H G 1
1 i T10'
A
1a'T'4
W
OP O -3X3
3X4(B1) II11.602X6
11.5X4
11.5X4
1T
1'T'6 5'p 6'3"12 Y11"4 3'6"4 8'1j
~Y��1'T'66 �2'" 8'11'12" 8'11'12 11'11"
24 3.g.
Y2 12 0
Loading Criteria (po Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
in
TCLL 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA NA PP Deflection in loc Udell U# Gravity
Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.279 O 719 360 LOG R+ / R- / Rh / R. / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CQ: 0.510 O 393 240 B 772
/471 /198 /141
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.123 L - - G 629 /- /-
/308 /179 /-
EXP: B K2t: NA HORZ TL
Des Ld: 37.00 ( ): 0.226 L - Wind reactions based
on MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ft Building Code: Creep Factor: 2.0 S Brg Width = 8.0
TCDL: 4.0 psf
Min Req = 1.5
Soffit: 2.00 BCDL: 4.0 psf FBC 7M Ed. 2020 Res. Max TO CSI: 0.577 G ElW id[h = 3.5
Min Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.543 Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0.289
Spacing: 24.0 " C&C Dist a: 3.00 ff P Mexlmum Top Chord
Forces Per Ply (Ibs)
Loc. from endwallI Any Chords Tens.Comp.
Chords Tens. Comp.
Pl te;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Dumtion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 493 -741
D-E 751 -961
Lumber C-D 674 -1011
E -F 735 -935
Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E; Maximum Bot Chord
Forces Per Ply (Ibs)
Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Chords Tens.Comp.
Chords Tens. Comp.
Rt Bearing Leg: 2x6 SP #2; B - Q 537 -565
P - N 847 -652
Plating Notes C - P 711 -519
N - M 990 -786
All plates are 3X4 except as noted. Maximum Web Forces Per Ply (Ibs)
Purllns Webs Tens.Comp.
Webs Tens. Comp.
In lieu of structural panels use purlins to brace all flat TC 0-0 901 -843
E - M 399 -429
@24"oc. Q-P 73B -742
M-F 8B7 -655
Wind D-N 457 -236
F-G 641 -681
Wind loads based on MW FRS with additional C&C-...rar�r+lwrtN-rWyA,
member
FILI
verticalG�J
Right end vertical not exposed to wind pressure. V
Wind loading based on both gable and hip roof types. •• �GEI.�
•/�^
0
Laterally brace top chord below filler and bottom chord • • V
above filler at 24" o.c., including a lateral brace at
chord ends (If no rigid diaphragm exists at that point). No. Q A p
[riH
1 • ' y
ATE OF f'qw
X �'LOR1�P"'�t14'�
AIAL
con#
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`•IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Building
Componen� S8fety Information, by TFI and'S�CAI f�i sa practices to pertorr ing then unctions. Insta�ler shalPpr vide teorary
Prior
M
bracin r. SI, Unless noted otherwise, [oo ch rd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all ope y
adach riri id celLn L catlOnS 5h wn for Finanen lateral restraiht of webs Shall hav braclnp Insf�Iletl r 6(:SI s notions 63, 87610,
o
�s appllcab�e. App�r 4Pat8s to act face,oQNs anr] position as shown above and'a t JoinFDetail's unless noto otherwise. Flefer to
rawings 160A-Z fo s an and pate positions. efer to job's General Noes page for additional information.
A PINE
tru na, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d1glation from this drawing, any failure to build the
truss In conformance with ANSI/ 1, or or hand�in� shl ping installs ion. an bracinnn o tmsses. A seal on this drawing or cover p��e
Ilsen [m drawin Indlca)ea acreptan f' pr f asi I en�me@yin res n iyillty s lZ the design shown. The suhabdiry and use 0 Is
draviQng Ior any sBuclure Is the responscei6piry o1�1e �ui�ding'Designbr i5ec.o2.
6750 Forum Drive"
Suite 305
peP�I�SI/TPI .
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafa.or AWC: awc.o
Orlando FL, 32821
SEQN: 259947/ SPEC
Ply: 2
1 Job Number: 21-0061
Cull: R761 JRe1:1-7610013
FROM:
Oty: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.36574
Truss Label: T40
AK / DF 02/05/2021
�� 2 Complete Trusses Required
� ]' 9'8' 3'1" 2' 6 5�••
-D �4X4
D E
T 9X10
=5 F5 =-5X6G
T
6
T
2X6
Cc
a
-V B P B2 O N M L K H 1
10'7'4
1113X6 -3X8-4X510'
1 1 1
A
3X4(B1) -4X40 -32X6
W
17
2 5"p 4'S"12 3'4"6 3'6"4 1'4"1$ I3"6
��1'6"4� ��10'6"4�14'0'8�
16'6"a
64
111
12
Loading Criteria (po Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions
(Ibs)
TOLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity
Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.156 Q 999 360 Loc R+ / R- / Rh
/ Rw / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CQ: 0.288 Q 697 240 B 1650 /- /-
/- /459 /-
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.088 - - H 1575 /- /-
/- /411 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 02.0 I - - Wind reactions based on
MW FRS
Mean Height: 15.00 tt Width = B.0
NCBCLL 0.00 Building Code: Creep Factor. 2.0 B
Min Req
TCDL: 4.0 psf FBC 7M Ed. 2020 Res. MaxTO CSI: 0.682 H El
El W id[h = 3.5
Soffit: 2.00
Min Req = 1.5
BCDL: 4.0 psf Bearings B & H are a rigid
Load Duration: 1.25 MWFRS Parallel Dist:0 to I TPI Std: 2014 Max BC CSI: 0.449
surface.
Spacing: 24.0" C&C Dist a: 3.00 tt Rep Fac: Varies by Ld Case Max Web CSI: 0.372 Members not listed have
Maximum Top Chord Forces
forces less than 375#
Per Ply (Ibs)
FT/RT:20(0)/5(0)
Loc. from endwall: Any Chords Tens.Comp.
Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 290 -1086
E -F 397 -1503
Lumber Wind CD 465 -1747
D - E 360 -1374
F-G 435 -1714
Top chord: 2x4 SP #2; Wind loads and reactions based on MW FRS.
Bot chord: 2x4 SP #2; B2 2x6 SP 2400f-2.OE; Right end vertical not exposed to wind pressure. Maximum Bot Chord Forces Per Ply (Ibs)
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2; Wind loading based on both gable and hip roof types. Chords Tens.Comp.
Chords Tens. Comp.
Nailnote Laterally brace top chord below filler and bottom chord B - S 86B -2J1
P - O 1594 -415
above filler at 24" o.c., including a lateral brace at C - R 1219 -321
Nail Schedule:0.128"x3", min. nails chord ends (If no rigid diaphragm exists at that point). R - P 1549 -404
O - N 1854 -477
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @71.25" o.c. It is the responsibility of the building designer
Webs : 1 Row @ 4" O.C. and truss fabricator to review this dwg prior Maximum Web Forces
Per Ply (Ibs)
Use equal spacing between rows and stagger nails to cutting lumber to verity that all data, including Webs Tens.Comp.
Webs Tens. Comp.
in each now to avoid splitting. dimensions and loads, conform to the architectural
plans, specifications and fabricator's truss layout. C - S 382 -1419
O - F 132 -545
Special Loads S.R 1204 -310
N
F-IN 164 -549
- ---(Lumber Dur.Fac. 1.25/Plate Dur.Fac. 1.25) t®" �+ D-P 806 -187
N-G 1646
^C FLFO - E 634 -157
TOFrom 56 plf at -2.13 to 56 plf at 5.02
_413
G - H 204 -777
TO: From 28 plf at 5.02 to 28 plf at 13.75
TC: From 56 plf at 13.75 to 56 plf at 17.00 A,
BC: From 4 plf at -2.13 to 4 pit at 0.00 0 • �G E, •S� ••
•••
BC: From 20 plf at 0.00 to 20 pff at 5.02
BC: From 10 plf at 5.02 to 10 plf at 12.65
BC: From 20 plf at 12.65 to 20 plf at 16.54 No. 648
BC: 604 Ib Conc. Load at 5.02,12.65
BC: 314 Ib Conic. Load at 6.83:10.83
BC: 308 Ib Conc. Load at 8.83
Plating Notes AATE OF t�
All plates are 1.5X4 except as noted. •
Purlins 0��(�10ROO -
In lieu of structural panels use purlins to brace all flat TO l w
@ 24" oc. COA R/1 L
02/05/ 021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT_FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in faDri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (BUiltling
Componen�S�fety Information, by Tf I and'S�CAI f�i s�a�e�/ practices to pertor$ning the a unctions. Insta�ler shalPpr vide tem ovary
Prior
bracin r. SI, Unless noted otherwise, too ch rd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all y
attach riri itl CeiLn L caa0n5 5h wn for Finanen lateral restraiht of webs Shall hav braclnp Insf�Iled r 6(:SI ago oons 63, 87 r B70,
1p a.,
�s appllcab�e. AP 4Pat8s to acl face, oQMs anr] position as shown above and on JoinFD6hu unless noteotherwise. f�efer to
rawinga 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
ALPINE
tru no a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any digiation from this drawing, any failure to build the
truss In conformance with ANSI/ 1, or or hand�in� shl ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
Ilstin [m drawin IndlCa)ea acreptan f' pr f ssi 1 en�me@yin res n iyillty s IgIyT r the design shown. The suitabdiry and use 0 IS
draviQngor any sBuclure Is the responscei6piry o1�1e �ui�ding'Deslgnbr i5ec.o2.
6750 Forum Drive"
Suxe 305
peP�I�SI/TPI
For more information see these web sites: Alpine: al ine!Iwmm� TPI: t inst.or ; SECA: sbcindust .com; ICC: iccsafa.or AWC: awc.o
Orlando FL, 32821
SEQN: 259917/ HIPM
Ply: 1
Job Number. 21-0061
CusL R]61 JRef:1X207610013 T63 /
FROM:
OIy: 2
/A GREAT HOME//OUVA MODEL G-LEFT
Drw o: 036.21.1624.30372
Page 1 of 2
Trues Label: T41
AK / DF 02/05/2021
3'6"4 4'11"8 T
4 + 1'S"4 + TO"8
=4X4 1111.5X4
C D
g
T 12 , 6X4N=4X41E
T
6�
in
A
T
14110'
G HF
3X4(B1) 1111.5X4
7'
3'11"8i 3'0"8
Loading Criteria (po 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 too Udell U#
Gravity Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.062 F 999 360
Loc R+ / R- / Rh / Rw / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.116 F 713 240
A 408 /- /- /- /101 /-
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.039 E - -
E 604 /- /- /- /146 /-
EXP: B Kzt: NA HORZTL
Des Ld: 37.00 ( ): 0.073E -
Wind reactions based on MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ff Building Code: Creep Factor: 2.0
TCDL: 4.0 par
A Brg Width = 8.0 Min Req = 1.5
Soffit: 2.00 BCDL: 4.0 psf FBC 7M Ed. 2020 Res. Max TO CSI: 0.350
E Brg Width = - Min Req = -
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.660
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Spacing: 24.0" C&C Dist a: 3.00 ff Rep Fac: Varies by Ld Case Max Web CSI: 0.536
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwallI Any FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
A-B 150 -551 B-C 288 -1127
Lumber
Top chord: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord: 2x4 SP #2;
Chords Tens.Comp. Chords Tens. Comp.
Webs: 2x4 SP#2; W12x4 SP 2250f-1.9E;
A-H 433 -110 G-E 533 -152
Special Loads
-----(Lumber Dur.Fac. 1.25/Plate Dur.Fac. 1.25)
Maximum Web Forces Per Ply (Ibs)
TC: From 56 plf at 0.00 to 56 plf at 7.00
Webs Tens.Comp. Webs Tens. Comp.
BC: From 20 plf at 0.00 to 20 pit at 7.00
TC: 264 lb Conc. Load at 4.99
G - C 714 -147 C - E 196 -669
BC: 219 to Conc. Load at 4.99
Purllns
In lieu of structural panels use purlins to brace all flat TC
C 24" oc. ld
L�+t+taRN
F(F
Wind (:�1J
Wind loads and reactions based on MW FRS. V
Right end vertical not exposed to wind pressure. 0 : \G E, •S� •�I�YY�j
Wind loading based on both gable and hip roof types.
No. 648
, A ATE OF J
iAVIALL
COA
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
`•IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fal�ri tiny h ndtin 5hi ping, in$talling and bracin Refer to ntl follow the I test editi
Componengt S8fety Information, by Tf I and'S�CAI f�i sa practices to perforr ing then taunctioi Insta�ler shalPpr
n of BCSI (Building
vide tem ovary
Prior
M
bracin r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery attached stuctural s. eathin and bottolrlc ord. sha4have all y
attach� riri id CSe L cations 5h wn for Finanen1 later8l restraiht of wgb5 Shall hav braanp inSf�Iletl r 6(:SI 5 c4on5 63, 87 r B70,
App�r face, tFtQ f�efer
�s applicable. 4Pat8s to acR oQfru�ss and position as shown above and on JoinFDetaa, unless notedeothamma.
rawings 160A-Z fo s an and pate positions. efer to job's General Noes page for addhional information.
to ALPINE
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any
truss in conformance with ANSI/ 1, or or hand�in� shi ping installa ion. an bracinnn o trusses. A seal on this drawing
failure to build the
or cover p��e
II50n [m drawing Indica)es acreptan f' pr f sa en��ne�Fin res n iylli s Iglyi r the design Shown. The suaabilig
draviQng or any sBuclure Is the responsc%1 o 1�1e �ui�ding'Designbr i5ec.o2.
6750 Forum Drive"
and use 0 is Suite 305
peP�I�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafe.or , AWC: awc.om Orlando FL, 32821
SEQN: 259917/ HIPM
FROM:
Page 2 of 2
Ply: 1
OIy: 2
Job Number. 21-0061
/A GREAT HOME//OUVA MODEL G-LEFT
Trues Label: T41
CusL R]61 JRef:1x20761 W13 T63 /
Drw o: 036.21.1624.30372
AK / DF 02/05/2021
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 865/6 plating coverage.
Bearing at location -69" uses the following
support conditions: 6'9"
Bearing E (67, 11') HUS26
Supporting Member: (2)2x6 SP 2400f-2.OE
(14) 0.148"x3" nails into supporting
member,
(4) 0.148"x3" nails into supported
member.
(J) Hanger Support Required, by others
No. 648
A. OF f�c>
XATE
l�OR%G��14'�,
�AIAL
COA
02/05/2021
'"WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re wire extreme care in fabri tiny h ndlin 5hi ping, in$talling and bracin Refer to ntl follow the I test editi n of BCSI (Bull in
Componengt S8fety Information, by TFI and'S�CA1 f�i spa practices to pertorr ing then taunctioi Instaa shalPpr vide tem orary
Prior
M
bracin r.BB S1. Unless noted otherwise, too chord s all ave pmrm attached structural s. eathin and bottolrlc ord. shall have a rope y
a8ach �riri itl ceiLn L cations 5h wn for top
lateral resiraiht of webs Shall haw bracing insf�Iletl r 6(:SI 5 ctrons 63, B7 r 610,
_
3s applicable. AP f 4Pat8s to acR face, oQMe anr] position as shown above and on p JoinFDetails, unless notedeothemiss. f�efar to
rawinga 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
ALPINE
tru na, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any digiation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi pingg installs ion. an orationn o trusses. A seal on this drawingg or cover pl�e
li5tin thi drawing indicates acreptan f' pr f sa en��neaFin res n iylli s Iglyi r the design Shown. The surtabiliry and use PCs
draviQng Ior any sh'91m Is the responsceib o 1�1e �ui�ding'Designbr i5ec.o2.
6750 Foram Drive
Suite 305
peP�t�SI/TPI
For more information see these web sites: Alpine: alpine!t—in; TPI: tpinst.om; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Orlando FL, 32821
References:
1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175; www.awc.ora.
2. ICC: International Code Council; www.iccsafe.org.
3. Alpine, a division of ITW Building Components Group Inc.: 514 Earth City Expressway, Suite 242, Earth City, MO
63045; www.alpineitw.com.
4. TPI: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601; www.tpinst.org.
5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www.sbcindustry.com.
Page 3 of 3
SEQN: 259944/ COMN
Ply: 1
Job Number: 21-0061
CusLR]61 JRe1:1X20]61(b13 T56 /
FROM:
Oty: 2
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.36B40
Truss Label: T42
AK / DF 02/05/2021
54"
1'8"4 1'8" 1'1112 3'4"
1111.SX4
o3X4
t
S
-X8
E
"
5X
12 4C D 5
m
T 6 F�-
i t
T
=4X4
A L K IJH
3X4(B1) 1111.5X4 -3XB 1111.5X4
8'8"
2, 1'10 1'4"8 3'0"8
1'10" 3'2"8 8'8"
Loading Criteria (po 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): 0.025 H 999 360 Loc R+ / R- / Rh / Rw / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.045 H 999 240 B 491 /- /- /- /196 /-
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.008 G - -
G 314 /- /- /- /85 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.2.0 G -
Wind reactions based on MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ff Building Code: Creep Factor: 2.0
TCDL: 4.0 psf
B Brg Width = 8.0 Min Req = 1.5
Soffit: 2.00 BCDL: 4.0 psf FBC 7M Ed. 2020 Res. Max TO CSI: 0.321
G Brg Width = - Min Req = -
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.246
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Spacing: 24.0" C&C Dist a: 3.00 ff Rep Fac: Varies by Ld Case Max Web CSI: 0.175
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwallI Any FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
B-C 141 -376 D-E 259 -850
Lumber
C-D 157 -524
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
2x4 SP #2;
Chords
Tons Comp
Special Loads
I - G 771 -233
-----(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25)
Maximum Web Forces Per Ply (Ibs)
TC: From 56 plf at -2.13 to 56 plf at 8.67
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 pff at 8.44
K - D 157 -460 I - E 429 -89
BC: From 24 plf at 8.44 to 24 pff at 8.67
TC: -91b Conc. Load at 1.69
K - 1 63B -194 E - G 241 -798
BC: 33 lb Conc. Load at 1.69
Hangers / Ties
1MMIN
(J) Hanger Support Required, by others
_
rV�
s as Cr
r�, Inlieu
n lieu of structural uctural use to braall flat TC
"\CENS�
panels purlins •
C� 24" 0 •V-
oc. ••• •
Wlnd
Wind loads and reactions based on MW FRS. NO. 648
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
, ATE OF A. i�
y'•�'L
O R1�PG\�kr
MAL
02/05/2021
'"WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$ralling and bracin Refer to ntl follow the I test editi
Componengt S8fety Information, by Tf I and'S�CA1 f�i spa practices to pertorr ing then taunctioi Insta�ler shalPpr
n of BCSI (Building
vide tam ovary
Prior
M
bracin r.BB SI, Unless opted otherwise, [oo ch rd s all ave �ropery adached stmctural s. eathin and bo8olrlc ord. sha4have all y
adach �riri itl ceiLn L cations 5h wn for Finanen11 lateral restraiht of wgb5 Shall hav bracing inSf�Iletl r 6(:SI s ctrons 63, 87 r B70,
App�r face, f�efer
�s applicable. 4Pat8s to acR oQlru�ss antl position as shown above and ona JoinFDetails, unless notedeothenvise.
rawings 160A-Z fo s an and pate positions. afar to job's General Noes page for addffional information.
to ALPINE
tru no a division of ITW Buildin oT,%nr7nrs Gro ,p Inc. @hall not be resronsibl$ for any d7viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e 6750 Forum Drive"
II50n [m drawing Indica)es acreptan f' pr f Sa en��ne�Fin res n iylli 5 Iglyi r the design Shown. The surtabilig
draviQng or any sBuclure Is the responsceib o 1�1e �ui�ding'Designbr peP�I�SI/TPI i5ec.o2.
and use 0 is Suite 305
For more information see these web sites: Alpine: al ine!tw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafo.or , AWC: awc.om Orlando FL, 32821
SEQN: 259923/ COMN
Ply: 1
Job Number: 21-0061
CueLR]61 JRe1:1X20]610013 TO /
FROM:
Oy: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.29872
Truss Label: T43
AK / DF 02/05/2021
38'4 as'
54'41'8"
1 +
3'8"4 3'312
III 5E4
T
=S8
T
=4X] =5X8
C D
T 2
I 6
�6XfiF
1 e
L 10'
A J I H G
=3 4(B1) =3X4 1111.5X4
8'e'
F� 2 3'11"12 17"12 3'0'8
{
3'11"12 5T8 e'8'
in
Loading Criteria (ps7) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
A Maximum Reaotlons (Ibs)
TCLL 20.00 Wind Std: ASCE 7-16 Pg: NA Cf. NA NA PP Deflection in too 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
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.038 G 999 240
g 471 /_ /_ /309 /106 /156
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.008 F - -
F 308 /194 /103 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.2.0 F -
Wind reactions based on MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ff Building Code: Creep Factor: 2.0
TCDL: 4.0 psf
B Erg Width = 8.0 Min Req = 1.5
Soffit: 2.00 BCDL: 4.0 psf FBC 7M Ed. 2020 Res. Max TO CSI: 0.464
F Erg Width = - Min Req = -
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CS I: 0.232
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0.163
Spacing: 24.0 " C&C Dist a: 3.00 ff P
Mexlmum Top Chord Forces Per Ply (Ibs)
Loc. from endw.1 Any
Type(s):
Chords Tens.Comp. Chords Tens. Comp.
PlateFT/R
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 20.02.01A.1209.11
B-C 223 -382 C-D 719 -706
Lumber
Top chord: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord: 2x4 SP #2;
Chords Tens CompChords Tens. Comp.
Webs: 2x4 SP#2;
B-J 286 -398 H-F 733 -897
Hangers / Ties
(J) Hanger Support Required, by others
Maximum Web Fomes Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Purlins
C-H 505 -599 D-F 924 -762
In lieu of structural panels use purlins to brace all flat TIC
J - H 320 -431
@ 24" oc.
Wind
Wind loads based on MW FRS with additional C&C
design. IN"IU"l
member
Right end vertical not exposed to wind pressure. FL
Wind loading based on both gable and hip roof types.
�cEtiSF
o•. • �
No. 648
ATE OF i•�
�i t�ti' •�� O R 1� P���'k,
COA #
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT_FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi
Componengt S�fety Information, by Tf�land'S�CAI f�i s�a�e�/ practices to pertor$ning thee taunctions. Insta�lershalPpr
n of BCSI (Building
vide teovary
Prior
bracin r.BB SI, Unless noted otherwise, [oo chbrd s all ave �ropery attached structural s. eathin and bott0lrlc old. shall have all ope y
adach� dri itl ceiLn L catlOnS 5h wn for Finanen11 lateral restraiht of wgb5 Shall hav braclnp In r 6(:SI 5 c4on5 63, 87B70,
App�r face, �a f�efer
�s appllcab�e. 4Pat8s to acR 01 truBs antl position as shown above and on JoinFDatails, unless notedeotherwise.
rawings 160A-Z fo s an and pate positions. Refer to job's General Notes page for addhlonal information.
to ALPINE
Alpine, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resronsibl$ for any digiation from this drawing, any
truss In conformance with ANSI/ 1, or or hand�in� shl ping installs ion. an bracinnn o trusses. A seal on this drawing
failure to build the
or cover p��e
6750 Forum Drive
II50n [M drawinp Indicates acreptan f' pr f sa I en��ne�Fin res n iyillty s Iglyi r the design Shown. The surtabilig and use 0 Is Suite 305
draviQng or any sBuclum Is the responsc%1 o t�,e f�ui�ding'Deslgnbr i5ec.o2.
peP�I�SI/TPI
For more information see these web sites: Alpine: al ine!t—nn; TPI: t inst.or ; SECA: sbcindust - ; ICC: iccsafe.or , AWC: awc.om Orlando FL, 32821
SEQN: 259953/ COMN
Ply: 1
Job Number: 21-0061
Cu51:R761 JRe1:1X207610013
FROM:
Qry: 11
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o:
036.21.1624.31778
Truss Label: T44
AK / DF 02/05/2021
6'0'9 11'11" 1T9"7 23]1
u'
6'0'9 5'10"7 5'10"7 6'0"9
�4X4
D
12 %1.5X4 1.5�4
6 p C
�
F
F10'
�--4X5(B2)
A
C
IH B2J
=3X4 =5X6 =4X5(B2)
23'10"
8 7915 6
�2' 1 8' 15%1 s 2310" F
2,�
Loading Criteria (po Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Rism"lons
(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): 0.090 H 999 360 Loc R+ / R- / Rh
/ Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.181 H 999 240 B 1381 /- /-
/594 /272 /213
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.041 H - - J 1381
/594 /272 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.082 H - Wind reactions based on
MW FRS
Height: 15.00
Mean ft
NCBCLL 10.00 Building Code: Creep Factor: 2.0 B Brg Width = B.0
TCDL: 4.0 psf
Min Req = 1.5
Soffit: 2.00 BC4.0 psf FBC 7th Ed. 2020 Res. Max TO CSI: 0.496 J Brg Width = 8.0
Min Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.786 Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Spacing: 24.0" C&C Dist a: 3.00 it Rep Fac: Varies by Ld Case Max Web CSI: 0.208
Maximum Top Chord
Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Loc. from endwall: Any Chords Tens.Comp.
Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 763 -2253
D-E 758 -2074
Lumber C - D 759 -2186
E - F 762 -2242
Top chord: 2x4 SP 2250f-1.9E; Maximum Bot Chord Forces Per Ply (Ibs)
Bo[ chord: 2x4 SP 2700f-2.2E;
82 2.4 SP 2250f-1.9E; Chords Tens.Comp.
Chords Tens. Comp.
Webs: 2x4 SP #2; B - I 1924 -550
H - F 1914 -530
Special Loads I-H 1352 -257
------(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25) Maximum Web Forces
TC: From 56 plf at -2.13 to 56 pit at 25.96
Per Ply (16s)
BC: From 4 plf at -2.13 to 4 plf at 0.00 Webs Tens.Comp.
Webs Tens. Comp.
BC: From 20 plf at 0.00 to 20 pff at 8.18 I - D 876 -219
D - H 854 -220
BC: From 100 plf at 8.18 to 100 plf at 15.66
BC: From 20 plf at 15.66 to 20 plf at 23.83
BC: From 4 plf at 23.83 to 4 pit at 25.96
PUB: From 40 plf at 10.51 to 40 plf at 13.32 lm"
Wind F( •1�
loads sign, On MWFRS with additional C&C......A, C/=% ^
member
\CENSn
Winddesign. O••�• �I.Y^
Wind loading based on both gable and hip roof types. ` V
Additional Notes No. 848
WARNING: 20 psf additional bottom chord live load
check has been modified
, A ATE OF J
wit.% 410ROP��
` �MJYAI.
COA #
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re wire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S8fety Information, by TFI and'S�CAI f�i spa practices to perforr ing then taunctioi Insta�ler shalPpr vide tem orary
Prior
bracin r.BB S1. Unless noted otherwise, too chord s all ave pmrm attached stmctural s. eathin and bottolrlc ord. shall have a rope y
M
adach� dri itl ceiLn L cations 5h wn for Finanen1 lateral restraiht of wgb5 Shall haw braanp inSf�1 r 6(:SI s ctrons 63, B7 r B70,
App�r face, f�efer
3s applicable. 4Pat8s to acR oQfm�ss antl position as shown above and one JoinFDetails, unless notedeothenvise. to
rawinga 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
ALPINE
Alpine, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any dgialion from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o tmsses. A seal on this drawing or cover p��e
dra [m drawin indicates acreptan f' pr f sa en��ne�Fin res n iyility s Iglyi r the design shown. The suaabilig and use PCs
draviQng Ior any s ucture Is the responscei6piry o 1�1e �ui�ding'Designbr i5ec.o2.
6750 Forum Drive
Suite 305
peP�I�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust -nn; ICC: iccsafa.or ; AWC: awc..m
Orlando FL, 32821
SEQN: 259957/ HIPS
Ply: 1
Job Number: 21-0061
CusLR761 JRe1:1-7610013 -1 /
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.32637
Truss Label: T45
AK / DF 02/05/2021
5'8"13 11' 12'10" 18'1"3 23'10"
5'3"3 1'10" 5'3"3 5'8"13
�4X4 �4X7
D E
12 33CX4 F
X 3XQ
6
11 13 G
A H —V
L K J I M
=3X5(B2) 1111.5X4 =3X8 =5X5 1111.SX4 =3X5(B2)
23'10"
1'8"415'7"1
2,5'6"11 2,
5'7"1 11'1"12 12'10 16'2"15 23'10"
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 loc 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 / Rw / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.137 J 999 240 B 1026 /- /- /596 /273 /201
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.037 - - M 1026 /- /- /596 /273 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.2.0 - - Wind reactions based on MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ff Building Code: Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5
TCDL: 4.0 psf
FBC 7M Ed. 2020 Res. Max TO CSI: 0.552 M Brg Width = 8.0 Min Req = 1.5
Soffit: 2.00 BCDL: 4.0 psf
Bearings B & G are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.708
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0.248
Spacing: 24.0 " C&C Dist a: 3.00 ff P McXlmum Top Chord Forces Per Ply (Ibs)
Loc. from endwallI Any Chords Tens.Comp. Chords Tens. Comp.
Pl te;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 790-1461 E -F 706 -1093
Lumber C-D 704-1188 F-G 791 -1462
D-E 705 -920
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs)
We
Chords Tens.Comp. Chords Tens. Comp.
Purlins B-L 1232 -582 J-1 1230 -564
In lieu of structural panels use purlins to brace all flat TC L - K 1230 -534 I - G 1232 -562
@24"oc. K-J 917 -330
Wind
Wind loads based on MW FRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
GV^�
S
No. 648
ATE OF i•�
COA
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$ralling and bracin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S�fety Information, by Tf�land'S�CAI f�i spa practices to perforr ing then taunctioi Insta�ler shalPpr vide tem ovary
Prior
M
bracin r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery adached stmctural s. eathin and boaolrlc ord. sha4have all y
adach� dri id CSe L cations 5h wn for Finanen11 latergl restraiht of wgb5 Shall hav bracing inSf�Iletl r 6(:SI 5 ctrons 63, 87 r B70,
�s applicable. App�r 4Pat8s to acR face, oQt, antl position as shown above and on tFtQ JoinFDetails, unless nota otherwise. f�efer to ALPINE
rawings 160A-Z fo s an and pate p0sltlons. efer to job's General Noes page for additional information.
Alpin9, a division of ITW Buildin omponefnts Gro,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e 6750 Forum Drive
II50n [m drawing Indica)es acreptan f' pr f Sa en��ne�Fin res n iylli 5 Iglyi r the design Shown. The suaabilig and use 0 is Suite 305
draviQng or any structure Is the responsc%1 o 1�1e �ui�ding'Designbr peP�I�SI/TPI i5ec.o2.
For more information see these web sites: Alpine: al ineit—nn; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafo.or , AWC: awc.om Orlando FL, 32821
SEQN: 259961/ HIPS
Ply: 1
Job Number: 21-0061
CueLR761 JRe1:1X20761(b13
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.29810
Truss Label: T46
AK / DF 02/05/2021
4'7"1 9' 14'10" 19'2"15 2310"
4'4"15 + 5'10" + 4'4"15 + 4'7"1 1
-4X7 -4X5
D E12
6 �1.5X4 o1.5X4
t
ly B G
A H
J K
-3X5(B2) -3X4 =5X8-3X5(62)
23'10"
9'1"12
2 2'
9' 14'8"4 2T 0.
Loading Criteria (po 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): 0.071 J 999 360 Loc R+ / R- / Rh / Rw / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.130 J 999 240 B 1026 /- /- /595 /275 /174
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.034 1 - - K 1026 /- /- /595 /275 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.062 - - Wind reactions based on MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ft Building Code: Creep Factor: 2.0 B Rrg Width = 8.0 Min Req = 1.5
TCDL: 4.0 psf
Soffit: 2.00 FBC 7th Ed. 2020 Res. Max TO CSI: 0.516 K Brg W id[h = 8.0 Min Req = 1.5
psf
MWFRS.0 Bearings B & G are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI Std: 2014 Max BC CSI: 0.712
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0.089
Spacing: 24.0 " C&C Dist a: 3.00 h P Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwallI Any Chords Tens.Comp. Chords Tens. Comp.
Pl te;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 956-1447 E -F 847 -1228
Lumber C-D 848 -1233 F-G 958 -1446
D - E 843 -1064
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP 1t2; Maximum Bot Chord Forces Per Ply (Ibs)
We
Chords Tens.Comp. Chords Tens. Comp.
Purlins B-J 1223 -732 I-G 1222 -713
In lieu of structural panels use purlins to brace all flat TC J - 1 1062 -538
@ 24" oc.
Wind
Wind loads based on MW FRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
III"
GEtis Mimic
o., F .
No. 648
ATE OF
410ROP��
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$ralling and bracin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S�fety Information, by Tf�land'S�CAI f�i spa practices to perforr ing then taunctioi Insta�ler shalPpr vide tem ovary
Prior
M
bracin r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all y
adach� dri id CSe L cations 5h wn for Finanen11 latergl restraiht of wgb5 Shall hav bracing inSf�Iletl r 6(:SI 5 ctrons 63, 87 r 870,
App�r face, f�efer
�s applicable. 4Pat8s to acR oQt, antl position as shown above and on Q JoinFDetails, unless nota otherwise. to ALPINE
rawings 160A-Z fo s an and pate p0sltlons. efer to job's General Noes page for additional information.
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e 6750 Forum Drive
II50n [m drawing Indica)es acreptan f' pr f Sa en��ne�Fin res n iylli s Iglyi r the design Shown. The suaabilig and use 0 is Suite 305
draviQng or any structure Is the responsc%1 o 1�1e �ui�ding'Designbr peP�I�SI/TPI i5ec.o2.
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: slacindust - ; ICC: iccsafe.or , AWC: awc.om Orlando FL, 32821
SEQN: 259965/ HIPS
Ply: 1
Job Number: 21-0061
Cu5t:R761 JRe1:1X207610013 T10 /
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.34543
Truss Label: T47
AK / DF 02/05/2021
7' 11'11" 16'10" 23'10"
+ + +
7' 4'11" 4'11" 7'
,5XB 1111.5X4 =5X8
C D E
T 12 T
6�
tO
B F
AG
-5XB(B2) 1111.SX4 �5X8 1111: X4�5X8(B2
23'10"
T1"12 4'9"4 4'9"4 7'1"12
2 T1"12 11'11" 16'8"4 23'10" 2
Loading Criteria (po 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): 0.194 D 999 360 Loc R+ / R- / Rh / Rw / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.356 D 797 240 B 2288 /_ /_ /- /660 /-
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.082 H - - K 2288 /- /- /- /660 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 02.0 H - Wind reactions based on MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ff Building Code: Creep Factor: 2.0 R Brg Width = B.0 Min Req
TCDL: 4.0 psf
FBC 7M Ed. 2020 Res. Max TO CSI: 0.734 K Brg W id[h = 8.0 Min Req = 1.9
Soffit: 2.00 BCDL: 4.0 psf
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.927 Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Spacing: 24.0" C&C Dist a: 3.00 ff Rep Fac: Varies by Ld Case Max Web CSI: 0.205
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Loc. from endwallI Any Chords Tens CompChords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 1130-3995 D-E 1193 -4209
Lumber C - D 1193 -4209 E - F 1130 -3995
Top chord: 2x4 SP 2250f-1.9E; Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP 1t2; Chords Tens.Comp. Chords Tens. Comp.
We
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) Maximum Web Forces Per Ply (16s)
TC: From 56 pIf at -2.13 to 56 pit at 7.00
TC: From 28 pIf at 7.00 to 28 pIf 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 0.003 to 20 pff 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 11WM
BC: From 4 pIf at to 4 pit at 25.96
t 7.0
TC: Ib Conc. Load at
�� r
F
1409 68
9.06,11.06
TC: Conc. Load at
444Ib 7.03,11.06,12.77,14.77
BC: 129 lb Conc. Load at 9.06,11.06 r-N
BC: 1291b Conc. Load at 9.06,11.06,12.77,14.77 O•••• �vElVSF ♦•G1
` V
Purllns
In lieu of structural panels use purlins to brace all flat TC No. 848
C 24" oc.
Wind
Wind loads and reactions based on MW FRS. ATE OF i•
W Ind loading based on both gable and hip roof types. ♦ (L
%'•�(OR1�P���
OA
02/05/2021
'"WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndtin 5hi ping, in$[alling and braCin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S8fety Information, by Tf I and'S�CAI f�i spa practices to perforr ing then taunctioi Insta�ler shalPpr vide teovary
Prior
M
bracln r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all ope y
attach� riri id CSe L cahOnS 5h wn for Finanen latergl restraiht of wgb5 Shall hav bracing inSf�Iletl r 6(:SI 5 ctrons 63, 87870,
�s applicable. App�r 4Pat8s to acR face, oQt, anr] position as shown above and on tFtQ JoinFDetails, unless notadeotherwise. f�efer to ALPINE
rawings 160A-Z fo s an and pate positions. efer to job's General Noes page for addffional information.
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e 6750 Forum Drive"
II50n [m drawing Indica)es acreptan f' pr f Sa en��ne�Fin res n iylli 5 Iglyi r the design Shown. The surtabilig and use 0 is Suite 305
draviQng or any structure Is the responsc%1 o 1�1e �ui�ding'Designbr peP�I�SI/TPI i5ec.o2.
For more information see these web sites: Alpine: al ine!tw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafe.or , AWC: awc.om Orlando FL, 32821
SEQN: 259932/ COMN
Ply: 1
Job Number: 21-0061
Cuet:R761 JR11:1x207610013
FROM:
Oty: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.33637
Truss Label: T48
AK / DF 02/05/2021
_ q�qB.B..
+ i
4'4" 4'4"
=4X4
B
2
6 �
A C
e
1 1 13'
D E�
3X4(B1) 1111.SX4=3X4(B1)
14 B.B..
Loading Criteria (po Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
in
TCLL 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA NA PP Deflection in loc 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 / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.010 D 999 240 A 328 /- /- /176 /82 /57
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 D - - E 328 /- /- /176 /82 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.2.0 D - Wind reactions based on MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ff Building Code: Creep Factor: 2.0 A Brg Width = B.0 Min Roof
TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TO CSI: 0.237 E Brg Width = 8.0 Min Req
Load Duration: 1.25 MWFRS Parallel Dist:0 to I TPI Std: 2014 Max BC CSI: 0.174 Bearings A & C are a rigid surface.
Members not listed have forces less than 375#
Spacing: 24.0 " C&C Dist a: 3.00 ff Re Fac: Yes Max Web CSI: 0.041
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwallI Any FT/RI Chortle Tens Como. Chords Tens. Comp.
Plte;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 A-B 392 -416 B-C 391 -416
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 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.
No. 648
A. OF f�cr
XATE
l�OR%G��14'�,
�HAI
COA
02/05/2021
'"WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S�fety Information, by Tf I and'S�CAI f�i spa practices to perforr ing then taunctioi Insta�ler shalPpr vide to ovary
Prior
M
bracin r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all y
adach� riri id CSe L cati0n5 5h wn for Finanen latergl restraiht of wgb5 Shall hav bracing insf�Iletl r 6(:SI s ctrons 63, 87 r B70,
App�r face, tFtQ f�efer
�s applicable. 4Pat8s to acR oQt, anr] position as shown above and on JoinFDetails, unless nota otherwise. to ALPINE
rawings 160A-Z fo s an and pate p0sltlons. afar to job's General Noes page for additional information.
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e 6750 Forum Drive
6750
listin ffn drawing indica)e5 acreptan f' pr f ssi en�me@yin res n iylli s Iglyi r the design shown. The suitability and use 0 is 305
draviQng or any sBuclum Is the responsc%1 o 1�1e �ui�ding'Designbr peP�I�SI/TPI i5ec.o2.Suite
For more information see these web sites: Alpine: al ine!tw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iI AWC: awc.om Orlando FL, 32821
SEQN: 259929/ HIPS
Ply: 1
Job Number: 21-0061
CueLR]61 JRe1:1X20]61(b13
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Dm o: 036.21.1624.34669
Truss Label: T49
AK / DF 02/05/2021
if
4''
=4X4
C
T 12 T
�
ro
6zo
B D m
1 �13,
A F G E
II1
3X4(B1) III 1.5X4 =3X4(B1)
8'81,
2' B.B. 2'
8.8"
Loading Criteria (po 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): 0.018 F 999 360 Loc R+ / R- / Rh / R. / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.032 F 999 240 B 635 /- /- /- /190 /-
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.009 F - - G 635 /- /- /- /190 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.016 F - Wind reactions based on MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ft Building Code: Creep Factor: 2.0 B Brg Width = 8.0 Min Roof = 1.5
TCDL: 4.0 psf
Soffit: 2.00 psf FBC 7th Ed. 2020 Res. Max TO CSI: 0.408 G Brg W id[h = 8.0 Min Roof = 1.5
MWFRS.0 Bearings B & D are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI Std: 2014 Max BC CSI: 0.381
Members not listed have forces less than 375#
Spacing: 24.0" C&C Dist a: 3.00 h Rep Fac: Varies by Ld Case Max Web CSI: 0.039
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Loc. from endwallI Any Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Dumtion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 166 -680 C-D 166 -680
Lumber
Top chord: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord: 2x4 SP #2; Chords Tens Comp. Chords Tens. Comp.
Webs: 2x4 SP#2; B-F 545 -118 F-D 545 -118
Special Loads
-----(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25)
TC: From 56 plf at -2.13 to 56 plf at 10.80
BC: From 4 plf at -2.13 to 4 pit at 0.00
BC: From 20 plf at 0.00 to 20 plf at 4.00
BC: From 10 plf at 4.00 to 10 ph at 4.67
BC: From 20 plf at 4.67 to 20 ph at 8.67
BC: From 4 plf at 8.67 to 4 pit at 10.80
TC: 84 It, Conc. Load at 4.00, 4.67
TC: 79 It, Conc. Load at 4.33
BC: 27 Ib Conc. Load at 4.00, 4.67 1ial
BC: 72 Ib Conc. Load at 4.33 • /� S FLwA
Wind �....
Wind loads and reactions based on MW FRS. O �CEI �SL� •I�O�C
•�•
Wind loading based on both gable and hip roof types. l
No. 648
ATE OF f•4t
1OR1
�G��14'�,
0HAI
COA
02/05/2021
'"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re wire extreme care in fal�ri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S8fety Information, by TFI and'S�CAI f�i spa M practices to perforr ing then taunctioi Insta�ler shalPpr vide tem orary
Prior
bracin r.BB SI, Unless noted otherwise, top ch rd s all ave �ropery adached structural s. eathin and boaolrlc ord. sh, have a rope y
adach� dri itl ceiLn L cations 5h wn for Finanen lateral restraiht of wgb5 Shall hav bracing inSf�1 r 6(:SI s ctrons 63, B7 r B70,
App�r face, f�efer
3s applicable. 4Pat8s to acR oQlru�ss anr] position as shown above and ona JoinFDetails, unless notedeotherwise. to ALPINE
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
tru no a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any dgialion from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
A5
li5tin thi drawing Ijith 6750 Forum Drive
acreptan f' pr f sa en��ne�Fin res n iyility s Iglyi r the design Shown. The surtabilig and use PCs 6750 305
draviQng 16or any s hour¢ Is the responscei6piry o 1�1e �ui�ding'Designbr i5ec.o2.
peP�I�SI/TPI
For more information see these web sites: Alpine: al ine!tw.com; TPI: t inst.or ; SBCA: sbcindust . nn; ICC: iccsafe.or ; AWC: -om Orlando FL, 32821
SEQN: 259819/ VAL
Ply: 1
Job Number: 21-0061
Cu51:R761 JR11:1-1110013
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.32840
Truss Label: V1
AK / DF 02/05/2021
12
6 1111.5X4
B
7-3X4(01)AF1
(V
15'3"2
CD
1111.5X4
ZY
L 2'5"
2'5"
Leading Criteria (po 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 loc Udell U# Gravity Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / R. / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA D• 75 /- /- /42 /12 /14
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 C - - Wind reactions based on MW FRS
EXP: B Kzt: NA
Des Ld: 37.00 HORZ(TL): 0.001 C - D Brg Width = 29.0 Min Req = -
Mean Height: 16.03 ff
NCBCLL: 10.00 Building Code: Creep Factor: 2.0 Boxing A is a rigid surface.
TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TO CSI: 0.063 Members not listed have forces less than 375#
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.056
Spacing: 24.0" C&C Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0.025
Loc. from endwall: Any FT/RT:20(0)/5(0)
GCpi: 0.1B Plate Type(s):
Wind Dumtion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
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.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details. III"
G�pS F(
o•. ..cEnisF•��
No. 648
AATE OF i•�
'as AL 0R0P���'k,
` IVA1,
COA #
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re wire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Bull in
Componengt S8fety Information, by TFI and'S�CAI f�i s�a�e�/ practices to pertor$ning thee unctions. Insta�lershalPpr vide tern ovary
Prior
bracin r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have a rope y
attach� dri id ceilin L cations sh wn for top
lateral restraiht of webs Shall hav braanp insf�Iletl r 3 I s cl ns 63, B7 r B70,
AP face, t Flefer
�s applicable. Iat8s to acR o tf oa ain position as shown above and on , JoinFD6tails, unless notedeotherwise. to ALPINE
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
tru na, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resronsibl$ for any dglation from this drawing, any failure Io build the
truss m conformance with ANSI/ 11, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive
Ilsan [m drawin indica)eI acreptan f' pr f ssi en�me@yin res n iydi s Iglyi r the design shown. The suitabdiry and use 0 is Suite 305
draviQng 16or any sBuclure Is the respons�i6piry o1�1e �ui�ding'Designbr i5ec.o2.
peP�t�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust -nn; ICC: iccsda.or , AWC: awc.o Orlando FL, 32821
SEQN: 259822/ VAL
Ply: 1
Job Number: 21-0061
Cu5t:R761 JR11:1-1110013
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.35293
Truss Label: V2
AK / DF 02/05/2021
III
B
,2 T6 F7-
N
------3X4(D1) iN�I
14'3"2
� CD _4
1111.5X6
4,5„
4:5"
4 5"
Leading Criteria (po 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 too 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
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA D• 75 /- /- /45 /16 /16
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 C - - Wind reactions based on MW FRS
EXP: B Kzt: NA
Des Ld: 37.00 HORZ(TL): 0.007 C - D Brg Width = 53.0 Min Req = -
Mean Height: 15.53 ff
NCBCLL: 10.00 Building Code: Creep Factor: 2.0 Boxing A is a rigid surface.
TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TO CSI: 0.269 Members not listed have forces less than 375#
Load Duration: 1.25 MWFRS ParaTPI Std: 2014 Max BC CSI: 0.204
llel Dist:0 to h/2
Spacing: 24.0" C&C Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0.075
Loc. from endwall: Any FT/RT:20(0)/5(0)
GCpi: 0.1B Plate Type(s):
Wind Dumtton:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
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.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details. III"
G�pS F(
o•• �GEAiSF•'✓c
No. 648
, A ATE OF i•�
X•�0R1VP��
` IVA1,
COA #
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING,
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re wire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and braoin Refer to ntl follow the I test editi n of BCSI (Bull in
Componengt S8fety Information, by TFI and'S�CA1 f�i s�a�e�/ practices to pertor$ning thee taunctions. Insla�lershalPpr vide tam ovary
Prior
bracln r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have a rope y
adach� dri id ceilin L cations sh wn for top
lateral restraiht of webs Shall hav braanp insf�Iletl r 3 I s cl ns 63, B7 r B70,
AP face, p Flefer
�s applicable. 4Pat8s to acR oQMs anr] position as shown above and on JoinFDetatls, unless notedeotherwise. to ALPINE
rawings 160A-Z fo s an and pate positions. star to job's General Notes page for additional information.
tru na, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resronsibl$ for any dglation from this drawing, any failure Io build the
truss m conformance with ANSI/ 11, or or hand�in� shi ping installs ion. an braoinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive
Ilstin [m drawin indicaleI acreptan f' pr f ssi en�me@yin res n iydi s Iglyi r the design shown. The suitabdiry and use 0 is Suite 305
draviQng 16or any sBuclure Is the respons�i6ptry ot�1e �ui�ding'Designbr i5ec.o2.
peP�t�SI/TPI
For more information see these web sites: Alpine: al ineit—in; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafa.or AWC: awc.o Orlando FL, 32821
SEQN: 259707/ HIPS
Ply: 2
Job Number: 21-0061
Cu5t:R761 JRe1:1-761(b13
FROM:
Oly: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
Drw o: 036.21.1624.32465
Truss Label: T1
AK / DF 02/05/2021
�� 2 Complete Trusses Required
7' 127" 1TT12 Or."30'2"
5'112 + 5.5.4 + T
l
-5X8 -3X4 1111.6X4 -5X8
C D E F
T
6�2
T
B
G
1
A
H _V0'
�-
4X6(B2) 1111.5X4 -3X4 -5X8 1111.5X4-4X6(B2)
30'2"
7'112 5'1"12 T7"l2
~2 7'1"12 12'3"8 1T8"12 23'0"4 30'2"
2
Loading Criteria (po 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): 0.211 E 999 360 Loc R+ / R- / Rh
/ Rw / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.389 E 924 240 8 2853 /- /-
/- /830 /-
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.068 1 - - M 2853 /- /-
/- /830 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.125 - - Wind reactions based on
MW FRS
Mean Height: 15.00 ft
NCBCLL 0.00 Building Code: Creep Factor: 2.0 R Brg Width = B.0
TCDL: 4.0 psf
Min Req = 1.5
Soffit: 2.00 psf FBC 7th Ed. 2020 Res. Max TO CSI: 0.812 M Brg W id[h = 8.0
Min Req = 1.5
MWFRS.0 Bearings B & G are a rigid
Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI Std: 2014 Max BC CSI: 0.646
Members not listed have
surface.
forces less than 375#
Re Fac: No Max Web CSI: 0.212
Spacing: 24.0 " C&C Dist a: 3.02 tt P Maximum Top Chord Forces
Per Ply (Ibs)
Loc. from endwallI Any FT/R7:ype(.): Chords Tens.Comp.
Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 740-2579
E-F 874 -3035
Lumber CD D 866 -3018
D - E 874 -3035
F - G 740 -25B1
Top chord: 2x4 SP #2;
Botchord: 2x4 SP 2250f-1.9E; We Maximum Bot Chord Forces Per Ply (Ibs)
SP #2;e:
L[ edg2x4 SP #2;Rt Wedge: 2x4 SP #2; Chords Tens.Comp.
Lt Wedge:
Chords Tens. Comp.
Nailnote 8 - L 2250 -637
J - I 2260 -635
L - K 2259 -635
Nail Schedule:0.128"x3", min. nails K - J 3041 -SBO
I - G 2251 -637
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @72.00" o.c.
Webs : 1 Row @ 4" o.c. Maximum Web Forces
Per Ply (Ibs)
Use equal spacing between rows and stagger nails Webs Tens.Comp.
Webs Tens. Comp.
in each now to avoid splitting.
C - K 927 -282
J - F 939 -290
Special Loads 11WN
- -(Lumber D56 pl; . 1.25 /Plate Du56 plf 1.25) S r
TC: From 56 pIf at -2.13 to 56 pIf at J !'�C.�
3.17
TC: From 28 pIf at 3107 to 28 plf at 23.17
TC: From 56 pIf at 23.17 to 56 pit at 32.30 A,
BC: From 4 pIf at -2.13 to 4 pit at 0.00 0 • �G E, •S� ••
•••
BC: From 20 pIf at 0.00 to 20 ph at 7.03
BC: From 10 pIf at 7.03 to 10 pIf at 23.14
BC: From 20 pIf at 23.14 to 20 pIf at 30.17 No. 648
BC: From 4 pIf at 30.17 to 4 pIf at 32.30
TC: 409 lb Conc. Load at 7.03,23.14
TC: 168 lb 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 AATE OF t
BC: 1291b Conc. Load at 9.06,11.06,13.06,15.08 • �jr
17.10,19.10,21.10 0��• �(OR1� •_�`
Wind (�_ ~tiM�A•NN
/O"^L
Wind loads and reactions based on MW FRS. COA L
Wind loading based on both gable and hip roof types.
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING'
"`IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (BUiltling
Componengt S8fety Information, by Tf I and'S�CA1 f�i sa M practices to perforr ing then taunctioi Insta�ler shalPpr vide toovary
Prior
bracin r.BB S1. Unless noted otherwise, too ch rd s all awe �ropery attached stmctural s. eathin and bott0lrlc ord. shall have all ope y
attach� dri itl ceiLn L cations 5h wn for Finanen later8l restraiht of webs Shall haw braanp insf�Iled r 6(:SI s coons 63, 87B70,
App�r face, tFtQ f�efer
�s applicable. 4Pat8s to acR oQt, and] position as shown above and on JoinFDetails, unless notedeot aroma. to
rawings 160A-Z fo s an and pate p0sltlons. afar to job's General Noes page for addhional information.
ALPINE
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installa ion. an bracinnn o trusses. A seal on this drawing or cover p��e
Ilsan [m drawing IMica)es acreptan f' pr f Sa en��ne�Fin res n iylli s Iglyi r the design Shown. The suaabilig and use 0 is
draviQng or any sBuclure Is the responsc%1 o 1�1e �ui�ding'Designbr i5ec.o2.
6750 Forum Drive
Suite 305
peP�I�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: icesafe.or , AWC: awc.om
Orlando FL, 32821
SEQN: 259825/ VAL
Ply: 1
Job Number: 21-0061
CusLR]61 JRa1:1x207610013 T37 /
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.33496
Truss Label: V3
AK / DF 02/05/2021
11121
B
2 T
6 �
M
A X4(D1)
13'3"2
III1.5X6
r 6'5"
6'5"
Loading Criteria (po Wind Criteria Snow Criteria (pg,Pf in PSF) ICriteria A Mandmum Reactions (Ibs), or •=PLF
in
TCLL 20.00 Wind Std: ASCE 7-16 1 NA Ct: NA NA PP Deflection in loc Udell U# Gravity Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / R. / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA D• 76 /- /- /46 /16 /16
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.012 C - - Wind reactions based on MW FRS
EXP: B Kzt: NA 0.2 C - D Width Min Req = -
Des Ld: 37.00
Boxing i id s
NCBCLL: 10.00 Mean Height: 15.03 ff Building Code: Creep Factor: 2.0 Bearing A is a rigid surface.
Creep Factor.
TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.618 Members not listed have forces less than 375#
Load Duration: 1.25 MWFRS Parallel Dist:0 to I TPI Std: 2014 Max BC CSI: 0.403
Spacing: 24.0" C&C Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0.180
Loc. from endwall: Any FT/R7:20(0)/5(0)
GCpi: 0.1I Plate Type(.):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
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.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details. -.. 0fasrrNrlty�,
G�EtisFM���
o .
No. 648
ATE OF f�cr
ANAL
COA
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (BUiltling
Componengt S�fety Information, by Tf I and'S�CAI f�i spa M practices to pertorr ing then unctions. Insta�ler shalPpr vide to ovary
Prior
bracln r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all y
adach� riri id CSe L cations 5h wn for Finanen latergl restraiht of webs shall hav bracing insf�Iletl r 6(:SI 5 ctrons 63, 87 r B70,
App�r face, tFtQ f�efer
�s applicable. 4Pat8s to acR oQt, anr] position as shown above and on JoinFDetails, unless nota otherwise. to ALPINE
rawings 160A-Z fo s an and pate p0sltlons. afar to job's General Noes page for additional information.
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installa ion. an bracinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive
Ilsan [m drawing Indica)es acreptan f' pr f Sa I en��ne�Fin res n iylli 5 Iglyi r the design Shown. The surtabilig and use 0 is Suite 305
draviQng or any sBuclure Is the responsc%1 o t�1e �ui�ding'Designbr i6ec.o2.
peP�t�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafe.or , AWC: awc.om Orlando FL, 32821
SEQN: 259828/ VAL
Ply: 1
Job Number: 21-0061
CusLR]61 JRB1:1X207610013 T8 /
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.35638
Truss Label: V4
AK / DF 02/05/2021
O'T'15 8'S'
4'1'15 35'1 1
1111.5Xd4 t
12
5 1111.5%0
B
tr
A3X4(D11
� 123"2
DF
E 111.5X4
1111.SX4
O'T'15 39'1
4'T'15
Loading Criteria (po 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 loc Udefl U# Gravity Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.011 E 999 360 Loc R+ / R- / Rh / R. / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.020 E 999 240 F• 76 /- /- /47 /17 /17
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.003 E - - Wind reactions based on MW FRS
EXP: B Kzt: NA
Dos Ld: 37.00 HORZ(TL): 0.005 E - F Brg Width = 101 Min Req = -
NCBCLL: 10.00 Mean Height: 15.00 ff Building Code: Creep Factor: 2.0 Bearing A is a rigid surface.
TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf FBC 7M Ed. 2020 Res. Max TO CSI: 0.261 Members not listed have forces less than 375#
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.193 Maximum Web Forces Per Ply (Ibs)
Webs Tens
.Comp.
Spacing: 24.0C&C Dist a: 3.00 it Fac: Yes Max Web CSI: 0.078
"
Loc. from endwall: Any FT/RT:20(0)/5(0) B - E 441 -255
GCpi: 0.18 Plate Type(.):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
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.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details. -.000"NrrNrby�,
G�EtisFM���
o .
No. 648
ATE OF
ANAL
COA
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (BUiltling
Componengt S�fety Information, by TFI and'S�CAI f�i spa practices to pertorr ing then taunctioi Insta�ler shalPpr vide tem ovary
Prior
bracin r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all y
M
adach� dri id CSe L catlOnS 5h wn for Finanen1 latergl restraiht of webs Shall hav braclnp Insf�Iletl r 6(:SI 5 ctrons 63, 87 r B70,
App�r face, tFtQ Flefer
�s appllcab�e. 4Pat8s to acR oQt, antl position as shown above and on JoinFDetails, unless nota otherwise. to ALPINE
rawings 160A-Z fo s an and pate p0sltlons. efer to job's General Noes page for additional information.
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss In conformance with ANSI/ 1, or or hand�in� shl ping installa ion. an bracinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive
Ilsan [m drawing Indlca)es acreptan f' pr f Sa en��ne�Fin res n iyillty 5 Iglyi r the design Shown. The surtabilig and use 0 Is Suite 305
draviQng Ior any sBuclure Is the responsc%1 o 1�1e �ui�ding'Deslgnbr i5ec.o2.
peP�t�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafe.or , AWC: awc.om Orlando FL, 32821
SEQN: 259950/ VAL
Ply: 1
Job Number: 21-0061
CusLR]61 JR11:1-1110013
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.34043
Truss Label: V5
AK / DF 02/05/2021
12
6 �
=3X4
B
A X4(D1)=3X4(D1)C
0
14'9"10
D
3'6"
3'6"
3,6"
Loading Criteria (po 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 loc Udell 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
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.005 999 240 D. 75 /- /- /31 /9 A
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.001 - - Wind reactions based on MW FRS
EXP: B Kzt: NA Min Req = -
Des Ld: 37.00 HORZ(TL): 0.002 - - D Brg W
s a i id s
NCBCLL: 10.00 Mean Height: 15.41 ff Building Code: Creep Factor: 2.0 Bearing A is a rigid surface.
TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TO CSI: 0.050 Members not listed have forces less than 375#
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.074
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)/5(0)
GCpi: 0.1I Plate Type(.):
Wind Dumtion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
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 DW GS VALTN160118 and VAL180160118 for
valley details.
�pro"
S F(
O, .• �GE.NSF ,��,
No. 648
i ATE OF f'q
` NAI
COA #
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT_FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and braCin Refer to ntl follow the I test editi n of BCSI (Bull in
Componengt S�fety Information, by Tf I and'S�CAI f�i s�a�e�y practices to pertor$ning the a unctions. Insla�ler shalPpr vide toovary
Prior
bracln r.BB SI, Unless noted otherwise, too chord s all ave propery attached stmctural s. eathin and bottioac ord. shall have a rope y
adach� dri id ceiLn L cations, 5h wn for Finanen11 lateral restraihI of webs, Shall haw bracing insf�Iletl r 6(:SI 5 ctrons 63, 87 r B70,
AP face, p f�efar
3s applicable. oQMe antl position as shown above and on JoinFDetails, unless notedeothenvise.
f 4Pat8s to acl to ALPINE
rawinga 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
Alpine, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any digiation from this drawing, any failure to build the ,
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o tmsses. A seal on this drawing or cover p��e 6750 Forum Drive
li5tin thi drawing indicates acreptan f' pr f Sa en��ne�Fin res n iylli 5 Iglyi r the design Shown. The suaabilig and use PCs Suite 305
draviQng 16or any s ucture Is the responseib o 1�1e �ui�ding'Designbr peP�t�SI/TPI i5ec.o2.
For more information see these web sites: Alpine: al ine!t—in; TPI: t inst.or ; SBCA: sbcindust -nn; ICC: iccsafa.or ; AWC: —ro Orlando FL, 32821
SEQN: 259636/ EJAC
Ply: 1
Job Number: 21-0061
CusLR]61 JR11:1x2076111013 -1 /
FROM:
Oly: 31
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.31559
Truss Label: A
AK / DF 02/05/2021
C
12
13'8"14
6
O N
B
A
V
t
T
1
10,
—41
q
D
3X4(B1)
�2' _1_ 7
7'
in
Loading Criteria (po 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 NA PP Deflection in too Udell U#
Gravity Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA
Loc R+ / R- / Rh / R. / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA
B 412 /- /- /280 /85 /157
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.009 D - -
D 129 /- /- /68/-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.016 D -
C 168 /97 /109 /-
Mean Height: 15.00 ft BuildingWind
NCBCLL 10.00 TCDL: 4.0 psf Code: Creep Factor: 2.0
reactions based on MW FRS
io e
Soffit: 2.00 BCDL: 4.0 sf FBC 7th Ed. 2020 Res. Max TO CSI: 0.955
p
g Brg Width = 8.0 Min Re 1.5
g q =
Load Duration: 1.25 MWFRS Parallel Dist: to h/2 TPI Std: 2014 Max BC CSI: 0.519
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Spacing:24.0" C&C Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0.000
Bearing B is a rigid surface.
Loc. from endwall: Any FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.1I Plate Type(.):
Wind Dumtion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
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
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
�pIMMIN
S F(
O, .• �GE.NSF ,��,
No. 648
i ATE OF f'q
NAI
COA #
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT_FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fal�ri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi
Componengt S�fety Information, by Tf I and'S�CAI f�i s�a�e�y practices to pertor$ning the a taunctions. Insta�ler shalPpr
n of BCSI (BUiltling
vide tem ovary
Prior
bracin r.BB SI, Unless noted otherwise, too chbrd s all eve �ropery attached stmctural s. eathin and boao%. old. shall have all y
attach� dri itl ceiLn L cati0n5 5h wn for Finanen lateral restraiht of webs Shall hav bracing insf�Iled r 6(:SI s coons 63, 87 r B70,
AP face, 1p a., flefer
�s applicable. 4Pat8s to acl oQMe anr] position as shown above and on JoinFD6hu unless notedeotherwise.
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
to ALPINE
Alpine, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d1glation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o tmsses. A seal on this drawing or cover p��e 6750 Forum Drive"
Ilsan [m drawing indicates acreptan f' pr f ssi 1 en�me@yin res n iydi s lZ the design shown. The suitabdiry
draviQng 16or any sBuclure Is the respons�i6piry o1�1e �ui�ding'Designbr peP�t�SI/TPI i5ec.o2.
and use 0 is Suite 305
.
For more information see these web sites: Alpine: al ine!tw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafa.or AWC: awc.o Orlando FL, 32821
SEQN: 259664/ EJAC
Ply: 1
Job Number: 21-0061
Cu5t:R761 JRe1:1-1110013 Td7 /
FROM:
Oly: 4
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.35496
Truss Label: J2
AK / DF 02/05/2021
D
13'8"14
12
6 w
1.5X4
ass
v 11'
B E
l 10,
A HG F
=3X4
7"1
2'2" 2
Loading Criteria (po
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
in
Defl/CSI Criteria
A Maximum Reactlons (Ibs)
TCLL 20.00
Wind Std: ASCE 7-16
Pg: NA Cf. NA NA
PP Deflection in loc Udell 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
SCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.187 F 442 240
B 412 /_ /_ /280 /85 /157
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.038 G - -
E 123 /- /- 171 /1 /-
Des Ld: 37.00
EXP: B Kzt: NA
HORZ TL
( ): 0.068 G -
D 154Mean
BuildingWind
Code:
NCBCLL: 10.00
Height: 15.00 ff
TCDL: 4.0 psf
Creep Factor: 2.0
reactions based on MW FRS
Soffit: 2.00
BCDL: 4.0 sf
P
FBC 7th Ed. 2020 Res.
Max TO CSI: 0.686
g gr Width = 8.0 Min Re 1.5
g q =
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.468
E Brg Width = 1.5 Min Req = -
D Brg Width = 1.5 Min Req = -
Spacing:24.0"
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.102
Bearing B is a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.1I
Plate Type(-):
Maximum Web Forces Per Ply (Ibs)
VIEW Ver: 20.02.01A.1209.11
Wind Duration:1.60
WAVE
Webs Tens.Comp. Webs Tens. Comp.
Lumber C-H 579 -274 H-G 251 -458
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 3X4(B1) 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 NN"
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
"x3.0", F
Provide (2) 0.131 min. toe -nails at bottom chord.
Laterally brace top chord below filler and bottom chord
above filler at 24" o.c., including a lateral brace at 0 • ��,/ E, •Sn •• Gl
chord ends (If no rigid diaphragm exists at that point). ••�
No. 648
, A ATE OF J
�i t�ti' •�� O R 1� P���'k,
JYAI.
COA #
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$ralling and bracin Refer to ntl follow the I test editi n of BCSI (BUiltling
Componen�S�fety Information, by Tf�land'S�CAI f�i s�a�e�/ practices to pertor$ning thee unctions. Insta�ler shalPpr vide tevary
Prior
bracin r. SI. Unless npted otherwise, too chbrd s all ave �ropery attached structural s. eathin and bottolrlc ord. sha4have 110
ope y
afta0h riri id CSe L cations 5h wn for Finanen lateral restraiht of wgb5 shall hav braanp inSf�Iletl r 6(:SI 5 ctrons 63, 87
�s applicable. App�r 4Pat8s to acR face, oQfm�ss ant] position as shown above and on tFtQ JoinFDetails, unless notedeotherwise. f�efer to ALPINE
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e 6750 Forum Drive"
II50n [m drawinp Indice)es acreptan f' pr f sa I en��ne�Fin res n iylli s Iglyi r the design Shown. The suaabilig and use 0 is Suite 305
draviQngor any sBuclure Is the responscei6piry o1�1e �ui�ding'Designbr peP�t�SI/TPI i5ec.o2.
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafa.or , AWC: swc.o Orlando FL, 32821
SEQN: 259686/ EJAC
Ply: 1
Job Number: 21-0061
Cu5t:R761 JR11:1x2076111013
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.33996
Truss Label: J3
AK / DF 02/05/2021
D
T T ,2'8",D
IN
12
6 F7,
v
a U
n
j 11
B E
T
L
I
1 10,
A GHF
3X4(B7 )
" I 2'13"
2' l
1'1"9 1
48
Pti8
Loading Criteria (po Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
A Maximum Resetlons (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): 0.037 F 999 360 Loc R+ / R- / Rh / R. / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.060 F 977 240 a 344 /_ /_ /241 178 /120
BCDL: 10.00 RI.,, Category: II Snow Duration: NA HORZ(LL): 0.018 G - -
E 74 /- /- /40/-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.031 G -
D 112 /65 /66 /-
Mean Height: 15.00 ff euildin
NCBCLL 10.00 TCDL: 4.0 psf g Code: Creep Factor. 2.0
Wind reactions based on MW FRS
io a
Soffit: 2.00 BCDL: 4.0 sf FBC 7th Ed. 2020 Res. Max TO CSI: 0.572
p
B Br Width = 8.0 Min Re 1.5
9 q =
Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI Std: 2014 Max BC CSI: 0.167
E Brg W id[h = 1.5 Min Req =
D Brg Width = 1.5 Min Req = -
Spacing:24.0" C&C Dist a: 3.00 ff Rep Fac: Yes Max Web CS I: 0.067
Bearing B is a rigid surface.
Loc. from endwall: Any FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18 Plate Type(.):
Wind Duration:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 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 lm"
Provide (2)0.131 'x3.0", min. toe -nails at top chord.
"x3.0", F
Provide (2) 0.131 min. toe -nails at bottom chord.
Laterally brace top chord below filler and bottom chord........
. .!
above filler at 24" o.c., including a lateral brace at 0 ��,/ E, •Sn%� Gl
chord ends (If no rigid diaphragm exists at that point). •��
No. 648
, A ATE OF J*
•�40R%90��
JYAI
COA #
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$ralling and bracin Refer to ntl follow the I test editi
Componen� S8fety Information, by Tf�land'S�CA1 f�i spa practices to perforr ing then taunctioi Instajler�shalPpr
n of BCSI (BUiltling
vide tem ovary
Prior
M
bracin r. SI, Unless noted otherwise, [oo chbrd s all ave �ropery attached stmctural s. eathin and botto%. ord.shall have a rope y
adach riri itl ceiLn L cations 5h wn for Finanen lateral restraiht of wgb5 Shl, hav braanp inSf�Iled r 6(:SI 5 ctrons 63, 87 r B70,
�s applicable. App�r 4Pat8s to acR face, oQfm�ss anr] position as shown above and on �a JoinFDatails, unless notedeotherwise.
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
flefer to ALPINE
tru no a division of ITW Buildin oT,%nr7nrs Gro ,p Inc. @hall not be resronsibl$ for any d7viation from this drawing, any
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing
failure to build the
or cover p��e
Ilstin [m drawinp indicates acreptan f' pr f sa I en��neOFin res n iyility s Iglyi r the design Shown. The suaabilig
draviQng 16or any sBuclure Is the responscei6piry o1�1e �ui�ding'Designbr i5ec.o2.
6750 Forum Drive"
and use 0 is Suite 305
peP�t�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafe.or , AWC: awc.om Orlando FL, 32821
SEQN: 259692/ EJAC
Ply: 1
Job Number: 21-0061
CusLR]61 JRe1:1X20]610013 T65 /
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.29934
Truss Label: J3A
AK / DF 02/05/2021
2"12 4'
i�1,2"12
F 2'9"4 i
D
1212'8"10
6
III LSX3X3)
C
N
M 1111.5X4
A B 11'
T E
N
O
110'
I HG F
1111.5X4 1111.5X4
1"15 1'8
F 18"8 + 4, i
Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Resetlons
(Ibs)
TCLL 20.00 Wind Std: ASCE 7-16 Pg: NA Cf. NA CAT: NA PP Deflection in loc Udell U# Gravity
Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.013 F 999 360 Loc R+ / R- / Rh
/ R. / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.024 F 999 240 1 93 /- /-
/68 /27 /-
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.006 G - - E 69 /- /180
/45 /4 /125
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.2.0 G - D
/97 /50 /93
d7r io based o
NCBCLL: 10.00 Mean Height: 15.00 tt Building Code: Creep Factor: 2.0 Wind reactions based on
TCDL: 4.0 psf
MW FRS
soffit: FBC 7th Ed. 2020 Res. Maz TO CSI: 0.180 Brg W id[h = -
psf E Brg Width = 1.5
Min Req =
Min Req =
ion: MWFRBCDLS.0
Load Duration: 1.25 MWFRS Parallel Dist: to h/2 TPI Std: 2014 Max BC CSI: 0.219
D Brg Width l.5
Min Req
Spacing: 24.0" C&C Dist a: 3.00 g Rep Fac: Yes Max Web CSI: 0.223 Members not listed have
than
forces less than 375#
Loc. from endwall: Any FT/RT:20(0)/5(0)
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
('") 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Hangers / Ties
(J) Hanger Support Required, by others
Wind _�,,,�rgr1tlaw"
Wind loads based on MW FRS with additional C&C 1�'� �
member design. c FL,,.
Left end vertical not exposed to wind pressure. A,
Wind loading loading based on both gable and hip roof types. 0 •�� ��JEI tISL� •I�YC
Additional Notes
Provide (2) 0.131"x3.0", min. toe -nails at top chord. No. 648
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord
ATE OF
AIAL
COA
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (BUiltling
Componen� S8fety Information, by Tf�land'S�CAI f�i spa practices to pertorr ing then unctions. Installer�shalPpr vide tem ovary
Prior
M
bracin r. SI, Unless noted otherwise, too chbrd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have a rope y
attach dri itl ceiLn L cations sh wn for Finanen latergl restraiht of webs shall hav bracing insf�Iletl r 6(:SI s coons 63, 87 r B70,
App�r face, f�efer
�s applicable. 4Pat8s to acR oQfm�ss ant] position as shown above and on iftg JoinFDetails, unless notedeotherwise. to
raw is160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
ALPINE
tru no a division of ITW "'MSOPT, Gro ,p Inc. @hall not be resPonsibl$ for any d7viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive
Ilsbn thi drawing irxlica)es acreptan f' pr f ssi en�me@yin res n tyility s Iglyi r the design shown. The suitability and use 0 is
draviQng or any sBuclure is the responsc%1 o t�te �ui�ding'Designbr peP�t�SI/TPI i5ec.o2.
Suite 305
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafa.or , AWC: awc.om
Orlando FL, 32821
SEQN: 259645/ EJAC
Ply: 1
Job Number: 21-0061
Cust:R]61 JR11:1x2076111013 T75 /
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.30762
Truss Label: J5
AK / DF 02/05/2021
C
12
15'2"14
6
iD
N
B
M
t C7
1
13'
A D
4(B1)
2' T i
4,
Loading Criteria (po 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
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA
B 314 /- /- /226 176 /103
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 D - -
D 72 /- /- /37/-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.2.0 D -
Mean Height: 15.00 tt
C /40 /56 /-
Buildin
NCBCLL: 10.00 TCDL: 4.0 psf g Code: Creep Factor: 2.0
Wind reactions based on MW FRS
d r io a
g Erg Width = 8.0 Min Re 1.5
9 q =
Soffit: 2.00 BCDL: 4.0 .f FBC 7th Ed. 2020 Res. Max TO CSI: 0.572
p
Brg Width = 1.5 Min Req = -
Load Duration: 1.25 MWFRS Parallel Dist: to h/2 TPI Std: 2014 Max BC CSI: 0.146
Cu
Brg Width = 1.5 Min Req = -
Spacing:24.0" C&C Dist a: 3.00 ff Rep Fac: Yes Max Web CSI: 0.000
Bearing B is a rigid surface.
Loc. from endwall: Any FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.1I Plate Type(.):
Wind Duration:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
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
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
GV^�
S
No. 648
ATE OF i•�
COA
02/OS/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fal�ri tiny h ndlin 5hi ping, in$ralling and bracin Refer to ntl follow the I test editi
Componengt S8fety Information, by Tf I and'S�CAI f�i spa practices to perforr ing then taunctioi Insta�ler shalPpr
n of BCSI (BUiltling
vide tem ovary
Prior
M
bracin r.BB SI, Unless noted otherwise, too ch rd s all eve �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all y
attach� dri id CSe L cations 5h wn for Finanen later6l restraiht of wgb5 Shall hav bracing inSf�Iletl r 6(:SI 5 c4on5 63, 87 r B70,
App�r face, tFtQ f�efer
�s applicable. 4Pat8s to acR oQt, anr] position as shown above and on JoinFDetails, unless nota otherwise.
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
to ALPINE
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e 6750 Forum Drive
Ilstin [m drawing Indica)es acreptan f' pr f sa en��ne�Fin res n iyility s Iglyi r the design Shown. The suaabilig
draviQng 16or any sBuclure Is the responsc%1 o 1�1e �ui�ding'Designbr peP�t�SI/TPI i5ec.o2.
and use 0 is Suite 305
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafo.or , AWC: awc.om Orlando FL, 32821
SEQN: 259661/ HIP_
Ply: 1
Job Number: 21-0061
CusLR]61 JRe1:1X20]610013 T50 /
FROM:
Oly: 4
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.33199
Truss Label: KJ1
AK / DF 02/05/2021
5'2"11 9'10"13
L 5,2"11
D
t, 13'8"10
12 a3X4
4.24 p C
N
V
B l�
82 10'
A E F
3X4(B1) 1111.5X4 =3X3
2715 5'0"15 4'6"6 7
5'0"15 9'7"6 '1 "13
Loading Criteria (po
Wind Criteria
in
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL 20.00
Wind Std: ASCE 7-16
Pg: NA Cf. NA NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.027 G 999 360
Lc,R+ / R- / Rh / R. / U / RL
SCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.050 G 999 240
B 502 /- /- /- /154 /-
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.010 D - -
E 314 /- /- /- /23 /-
Des Ld: 37.00
EXP: B Kzt: NA
HORZ TL
( ): 0.018 D -
D 241 /- /115 /-
Building Code:
NCBCLL: 0.00
Mean Height: 15.00 ff
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based On MW FRS
io a
Soffit: 2.00
BCDL: 4.0 psf
FBC 7M Ed. 2020 Res.
Mex TO CSI: 0.767
B Brg W idth = 11.3 Min Re q = 1.5
Load Duration: 1.25
MWFRS Parallel Dist: to h/2
TPI Std: 2014
Max BC CSI: 0.591
E Brg Width = 1.5 Min Req = -
D Brg Width=l.5 Min Req=-
Spacing:24.0"
C&C Dist a: 3.00 it
Rep Fac: No
Max Web CSI: 0.264
Bearing B is a rigid surface.
Loc. from endwall: NA
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(.):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
Chords Tens.Comp.
VIEW Ver: 20.02.01A.1209.11
Lumber B-C 134 -575
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs)
We
Chords Tens.Comp. Chords Tens. Comp.
Loading B-G 512 -115 G-F 5W -119
Hipjack supports 7-0-0 setback jacks with no webs.
Wind Maximum Web Forces Per Ply (Ibs)
Wind loads and reactions based on MW FRS. Webs Tens.Comp.
W ind loading based on both gable and hip roof types. C - F 130 -555
Additional Notes
Top chord overhangs have been checked only for-...rgrMMrrNrby�,
C/
loads as indicated. Overhangs not checked for man FL
loads or long-term deflection. j+�J
Provide (3) 0.131"x3.0", m.
in. toe -nails at top chord.
Provide (3) 0.131"x3.0", min. toonailsat bottom chord.
0 •�� �GENSF %� G1
No. 648
ATE OF f�cr
Xl�OR1G��1�t'�,
ANAL
COA
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING,
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (BUiltling
Componengt S8fety Information, by TFI and'S�CAI f�i spa practices to perforr ing then taunctioi Insta1ler�shalPpr vide tem ovary
Prior
M
bracin r.BB SI, Unless noted otherwise, [oo chbrd s all ave �ropery attached structural s. eathin and bottolrlc ord. shall have a rope y
attach� dri itl CeiLn L cations sh wn for Finanan1 Iatergl restraiht of webs shall hav bracing insf�Iletl r 6(:SI s ctrons 63, 87 r B70,
App�r face, tFtQ Me f�efer
�s applicable. 4Pat8s to acR oQfru�ss ant position as shown above and on JoinFDetails, unless no to ALPINE
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
tru no a division of ITW "'MSOPT, Gro ,p Inc. @hall not be resPonsibl$ for any d7viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� sh, ping in.t.lIa ion. an bracinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive
Ilsbn thi drawing indicates acreptan f' pr f ssi en�me@yin res n iyility s Iglyi r the design shown. The suhabiliry and use 0 is 6750 305
draviQng or any sBuclure Is the responsc%1 o 1�1e �ui�ding'Designbr i5ec.o2.Suite
peP�t�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafe.or , AWC: awc.om Orlando FL, 32821
SEQN: 259683/ HIP_
Ply: 1
Job Number: 21-0061
CusLR761 JRe1:1X207610013 T61 /
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.32090
Truss Label: KJ2
AK / DF 02/05/2021
72'11 9'10"13
72'11 2'8'2
'1
E
T
D
1��1111.5X4
��13'8'10
4.24
vy
11
B
�2XF
-r 1111.5X4
4
A 10,
A KJ I
=3X4(B1)
23"3 11 3'5"2 2'S'13
25"15 'i' +
4"1
2'33 3 2 9 70"15 9'6'12
'1 13
Y7
3'7 13
Loading Criteria (po
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions jibs)
TCLL 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.124 1 943 360
Loc R+ / R- / Rh / Rw / 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: II
Snow Duration: NA
HORZ(LL): 0.033 G -
F 44 /-
Ld: 37.00
EXPB Kzt: NA
HORZ T: 60 G
00
E50
/-
1/54Des
Buildin g Code:
NCBCLL 0.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Wind reactions based on MW FRS
Soffit: 2.00
BCDL: 4.0 sf
p
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.767
B Br Width = 11.3 Min Re 1.5
9 q =
Duration: 1.25
MWFRS Parallel Dist:O to h/2
TPI Std: 2014
Max BC CSI: 0.625
F Brg Width = 1.5 Min Req =
E Brg Width = 1.5 Min Req = -
Spacing:
Spacing:24.0"
C8C Dist a: 3.00 ff
Rep Fac: No
Max Web CSI: 0.083
Bearing B is a rigid surface.
Loc. from endwall: NA
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(.):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
I Chords Tens.Comp.
VIEW Ver: 20.02.01A.1209.11
Lumber
C-D 193 -766
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 1t2;
We
Webs: 2x4 SP #2;
Maximum Sol Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Plating Notes
C-J 656 -159 H-G 6B2 -167
All plates are 3X4 except as noted.
J - H 69B -166
Loading
Hipjack supports 7-0-0 setback jacks with no webs.
Maximum Web Forces Per Ply (Ibs)
We,,, Tens.Comp.
Wind
D-G 206 -839
Wind Toads and reactions based on MW FRS.
Wind loading based on both gable and hip roof types. _,00�"+ rrNrtry�,
J
Additional Notes 1(:�F(F
V
Provide (2) 0.131"x3.0", min. toe -nails at top chord. • ^
Provide ( 3 )16d- 0.162"x3.5" nails, toe nailed at BC �Ci EN c Si
O
•••
Laterally brace top chord below filler and bottom chord
above filler at 24" o.c., including a lateral brace at
No. �8
chord ends (If no rigid diaphragm exists at that point).
ATE OF f�cr
ANAL
COA
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n
Componengt S8fety Information, by TFI and'S�CAI f�i spa practices to perforr ing then unctions. Insla�ler shalPpr
of BCSI (BUiltling
vide tem ovary
Prior
M
bracin r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all y
adach� riri id CSe L cations 5h wn for Finanen latergl restraiht of wgb5 shall hav bracing inSf�Iletl r 6(:SI 5 ctrons 63, 87 r B70,
�s applicable. App�r 4Pat8s to acR face, oQt, ant] position as shown above and on t(,Q JoinFDetaa, unless nota otherwise.
rawings 160A-Z fo s an and pate p0sltlons. efer to job's General Noes page for additional information.
f�efer to ALPINE
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing
to build the
or cover p��e
6750 Forum Drive"
Ilsan [m drawing Indica)es acreptan f' pr f sa en��ne�Fin res n iylli s Iglyi r the design Shown. The surtabilig and use 0 is Suite 305
draviQng Tor any sBuclure Is the responsc%1 o 1�1e �ui�ding'Designbr i5ec.o2.
peP�t�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafe.or , AWC: awc.om Orlando FL, 32821
SEQN: 259714/ HIPS
Ply: 1
Job Number: 21-0061
CusLR]61 JRe1:1-7610013 T2 /
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.35059
Truss Label: T2
AK / DF 02/05/2021
4'7"1 9' 15'1" 21'2" 25'6"15 307
4'7"1 4'4"15 6'1" 6'1" 4'4"15 4'7"1
;5X8 1111.5X4 =5X8
D E F
T 12 T
6 s1.5QX4 g1.5X4
Z
1 B H
A
4X4(B1) �3X4 =5X8 -3X4�4X4(B1) 1
30'2"
9' 6'1" 6Y" 9'
2 9' 15'1" 21'2" W"T Y
Loading Criteria (po 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): 0.135 E 999 360 Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.250E 999 240 g 1265 /- /- 1717 /340 /174
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.056 J - - M 1265 /- /- 1717 /340 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.103 J - - Wind reactions based on MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ft Building Code: Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5
TCDL: 4.0 psf
Soffit: 2.00 FBC 7th Ed. 2020 Res. Max TO CSI: 0.848 M Brg W id[h = 8.0 Min Req = 1.5
psf
MWFRS.0 Bearings B & H are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI Std: 2014 Max BC CSI: 0.800
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0.327
Spacing: 24.0 " C&C Dist a: 3.02 h P Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwallI Any Chords Tens.Comp. Chords Tens. Comp.
Pl te;ype(.):
GCpi: 0.16 Plate Type(s):
Wind Dumtion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 1242 -1930 E -F 1316 -1815
Lumber C-D 1139 -1734 F-G 1140 -1734
D-E 1316 -1815 G-H 1243 -1930
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs)
We
Chords Tens.Comp. Chords Tens. Comp.
Wind B-L 1646 -983 K-J 1512 -776
W ind loads based on MW FRS 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.
D - K 383 -334 E - K 394 -350
K - F 383 -334
�pIMMIN
S F(
O, .• �GE.NSF ,��,
No. 648
tit
i ATE OF f'q
0R1�P"'�t14'�
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S8fety Information, by TFI and'S�CAI f�i spa practices to perforr ing then taunctioi Insta ler shalPpr vide tem orary
Prior
M
bracin r.BB S1. Unless noted otherwise, too chord s all ave pmrm attached stmctural s. eathin and bottolrlc ord. shall have a rope y
adach� dri itl cei8n L cations 5h wn for top
lateral restraiht of wgb5 Shall haw bracing inSf�1 r 6(:SI s ctrons 63, B7 r B70,
App�r face, f�efer
3s applicable. 4Pat8s to acR oQfm�ss anr] position as shown above and ona JoinFDetails, unless notedeothenvise. to ALPINE
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
tru no a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any dgialion from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o tmsses. A seal on this drawing or cover p��e 6750 Forum Drive
dra [m drawing indicates acreptan f' pr f sa en��ne�Fin res n iylli s Iglyi r the design shown. The 5uitabiliry and use PCs Suite 305
draviQng Ior any s '91m Is the responscei6piry o 1�1e �ui�ding'Designbr peP�I�SI/TPI i5ec.o2.
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust -nn; ICC: iccsafa.or ; AWC: —ra Orlando FL, 32821
SEQN: 259697/ HIP_
Ply: 1
Job Number: 21-0061
Cu5t:R761 JRe1:1-7610013 T66 /
FROM:
Oly: 2
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.32200
Truss Label: KJ3
AK / OF 02/05/2021
7'2
5'2"4 0"
5'2"4 1915
D
�3X4 T12'8"6
C
T
12 a
4.24
a
B E F
-3X3
L 1 U'
A HIG
3X4(B7) 1111.5X4
�29"15 5'5"12 1'33
5'S"12 6'8"15
2
Loading Criteria (po Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reaotlons (Ibs)
in
TCLL 20.00 Wind Std: ASCE 7-16 Pg: NA Cf. NA NA PP Deflection in loc 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
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.032 G 999 240 B 364 /- /- /- /120 /-
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.009 F - - E 150 /- /- /- /18 /-
EXP: B Kzt: NA HORZ TL /- /39 /-
Des Ld: 37.00 ( ): 0.2.0 F - D
Mean Height: 15.00 ft d r io a
NCBCLL 0.00 Building Code: Creep Factor. 2.0 Wind reactions based On MW FRS
TCDL: 4.0 Psi
Soffit: FBC 7th Ed. 2020 Res. Max TO CSI: 0.767 B Brg Width = 11.3 Min Re = 1.5
BWFRS 0 psf
Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI Sid: 2014 Max BC CSI: 0.234 E Brg Width = 1.5 Min Req = -
ion: D Brg Width Min Req= -
Spacing:24.0" C&C Dist a: 3.00 h Rep Fac: No Max Web CSI: 0.262 Bearing a is a rigid surface.
igid
Loc. from endwall: NA FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi: 0.18 Plate Type(.):
Wind Duration: 1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Loading
Hipjack supports 4-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
W Ind loading based on both gable and hip roof types.
Additional Notes
Top chord overhangs have been checked only for IMMIM rtrty�,
loads as indicated. Overhangs not checked for man
loads or long-term deflection. � /� S F/
Provide (2) 0.131"x3.0", min. toe -nails at top chord. V l
Provide (2) 0.131"x3.0", min. toenailsat bottom chord. 0 �a �GEN�� .••C
�• V
No. 648
' ATE OF
A p'c(;
ti' t14'�
s, ORV,.-
AIAL
con#
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT_FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$ralling and bracin Refer to ntl follow the I test editi n of BCSI (BUiltling
Componengt S�fety Information, by Tf�land'S�CAI f�i s�a�e�/ practices to pertor$ning thee taunctions. Insta�lershalPpr vide teovary
Prior
bracin r.BB SI, Unless noted otherwise, too chord s all eve �ropery attached stmctural s. eathin and bott0 . ord. shall have all ope y
attach� dri itl ceiLn L cations 5h wn for Finanen lateral restraiht of wgb5 Shall hav bracing inSf�Iled r 6(:SI 5 ctrons 63, 87B70,
App�r face, tFtQ f�efer
�s applicable. 4Pat8s to acR oQfm�ss ant] position as shown above and a JoinFDetails, unless notedeotherwise. to ALPINE
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
Alpine, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resronsibl$ for any d7viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive
listin [m drawing indicates acreptan f' pr f Sa en��ne�Fin res n tyility 5 Iglyi r the design Shown. The surtabilig and use 0 is Suite 305
draviQngor any sBuclure is the responsci6piry ot�te �ui�ding'Designbr i5ec.o2.
peP�t�SI/TPI
For more information see these web sites: Alpine: al ine!tw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafe.or , AWC: awc.om Orlando FL, 32821
SEQN: 259941 / HIP_
Ply: 1
Job Number: 21-0061
CusL R ]61 JR11:1-11111013 T87 /
FROM:
Oly: 2
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.30669
Truss Label: KJ4
AK / DF 02/05/2021
C
12
4.24
11'0"12
B
v
v
6-2
Cl)r
10'
D
A
3X4(B1)
2'4"10
2'9"15 T
2'4"10
Loading Criteria (po 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
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA
B 291 /_ /_ /_ /148
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 D - -
D 33 /-17 /- /0 /6 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.2.0 D -
C - /- /- /47 /-
Mean Height: 15.00 tt Building
NCBCLL: 10.00 TCDL: 4.0 psf g Code: Creep Factor: 2.0
Wind reactions based on MW FRS
ions
Soffit: 2.00 BCDL: 4.0 sf FBC 7th Ed. 2020 Res. Max TO CSI: 0.694
p
B Br Width = 11.3 Min Re 1.5
9 q =
Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI Std: 2014 Max BC CSI: 0.166
D Brg Width = 1.5 Min Req = -
C Brg Width 1.5 Min Req = -
Spacing:24.0" C&C Dist a: 3.00 itRep Fac: Varies by Ld Case Max Web CSI: 0.000
Bearing a is a rigidsurface.
Loc. from endwall: Any FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.1I Plate Type(s):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Special Loads
-----(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25)
TC: From 0 plf at -2.93 to 55 plf at -0.10
TC: From 2 pi f at -0.10 to 2 plf 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 pff at 2.39
TC: 65 lb Conc. Load at -2.83
TC: -71b Conc. Load at 1.48
BC: 29 lb Conc. Load at 1.48
Wind
Wind loads and reactions based on MW FRS.
W ind loading based on both gable and hip roof types. C
�
Additional Notes �' �GEIV�F �^✓G1
Top chord overhangs have been checked only for 0
loads as indicated. Overhangs not checked for man
loads or long -tens deflection. No. �8
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0', min. toe nails at bottom chortl.
'� ATE OF
�ti'
con#
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
`•IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi
Componengt S8fety Information, by Tf I and'S�CA1 f�i spa practices to perforr ing then taunctioi Insta�ler shalPpr
n of BCSI (BUiltling
vide teovary
Prior
bracin r.BB SI, Unless noted otherwise, [oo ch rd s all eve �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all ope y
M
attach �dri itl ceiLn L cati0n5 5h wn for Finanen lateral restraiht of webs Shall hav bracing insf�Iletl r 6(:SI s coons 63, 87B70,
o
�s applicable. App�r 4Pat8s to act face,oQMe anr] position as shown above and'a t JoinFDeto,'s unless notedeotherwise.
rawings 160A-Z fo s an and pate positions. efer to job's General Noes page for additional information.
f�efer to ALPINE
Alpine, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any dglation from this drawing, any
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o tmsses. A seal on this drawing
failure to build the
or cover p��e
Ilstin [m drawing Indica)ea acreptan f' pr f ssi I en�me@yin res n iydi s 19 r the design shown. The suitabdiry
draviQngor any sBuclure Is the respons�i6piry o1�1e �ui�ding'Designbr i5ec.o2.
6750 Forum Drive
and use 0 is Suite 305
peP�I�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafe.or AWC: awc.o Orlando FL, 32821
SEQN: 259935/ HIP_
Ply: 1
Job Number: 21-0061
Cust:R]61 JR11:1x2076111013 -1 /
FROM:
Oly: 2
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o:
036.21.1624.35887
Truss Label: KJ5
AK /
DF 02/05/2021
C
15'2"10
12
4.24
N
N
T=3X4(B1) B �
)
13'
A �
2,9„15 1 57'14
5'7"14
Loading Criteria (po 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 Li,R+ / R- / Rh / Rw / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA B 367 /- /-
/- /128 /-
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.006 D - - D 27 /- /-
/24 /- /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.2.0 D - C
Mean Height: 15.00 tt
/- /44 /-
d r io a
BuildingWind reactions based
NCBCLL: 0.00 TCDL: 4.0 psf Code: Creep Factor: 2.0 g gr Width 11.3
g
on MW FRS
Min Re 1.5
q =
Soffit: 2.00 BCDL: 4.0 sf FBC 7th Ed. 2020 Res. Max TO CSI: 0.978
p D Brg Width = 1.5
Min Req = -
Load Duration: 1.25 TPI Std: 2014 Max BC CSI: 0.312
MWFRS Parallel Dist: to h/2 C Brg Width = 1.5
Min Req = -
Spacing:24.0" C&C Dist a: 3.00 it Rep Fac: No Max Web CSI: 0.000 Bearing B is a rigid surface.
Loc. from endwall: NA FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi: 0.18 Plate Type(.):
Wind Duration: 1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Loading
Hipjack supports 4-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MW FRS.
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 PrNlrld�
deflection. S�+ r
loads or l2) F(
0.tens
Provide (2) 0.131"x3.0", min. toe -nails at top chord. (1�.. f`
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. V
�GEAisF
o,.
No. 648
A ATE OF
OANIAL
CA
O2'05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Bull in
Componengt S8fety Information, by TFI and'S�CAI f�i spa practices to perforr ing then taunctioi Insta�ler shalPpr vide tem orary
Prior
M
bracin r.BB S1. Unless noted otherwise, too chord s all ave pmrm attached stmctural s. eathin and bottolrlc ord. shall have a rope y
attach� dri itl ceiLn L cations 5h wn for top
lateral restraiht of wgb5 Shall haw braanp inSf�1 r 6(:SI 5 ctrons 63, B7 r B70,
App�r face, f�efer
3s applicable. 4Pat8s to acR oQlru�ss anr] position as shown above and ona JoinFDetails, unless notedeothenvise. to
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
ALPINE
tru no a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any digiation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
li5tin thi drawing indicates acreptan for f sa en��ne�Fin res n iyility s Iglyi r the design Shown. The suaabilig and use PCs
draviQng 1Sor any s ucture Is the responsci6piry o1�1e �ui�ding'Designbr i5ec.o2.Suite
6750 Forum Drive
6750 305
peP�t�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iom fa.or ; AWC: —ro
Orlando FL, 32821
SEQN: 259630/ JACK
Ply: 1
Job Number: 21-0061
CusLR]61 JRe1:1X20]610013 -1 /
FROM:
Oly: 10
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.35340
Truss Label: C1
AK / DF 02/05/2021
C
12
6
10'9" 2
B o
s T
N
o 10,
A
3X4(B1)
1'0a7
2 T 1
1'0R7
Loading Criteria too 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 / Rw / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA
B 313 /- /- /258 /129 /49
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.001 C - -
D 10 /-16 /- /17 /16 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.2.0 C -
Mean Height: 15.00 tt
C - /-95 /68 /93 /-
NCBCLL: Buildin Code: Creep Factor. 2.0
00 TCDL: 4.0 psf
e/
Wind reactions based on MW FRS
g gr Width = 8.0 Min Re 1.5
9 q =
h
Soffit: 2.00 BCDL: 4.0 sf FBC 7M Ed. 2020 Res. Maz TC CSI: 0.572
2. p
D Brg Width = 1.5 Min Req = -
Load Duration: 1.25 MWFRS Parallel Dist: to h/2 TPI Std: 2014 Max BC CSI: 0.078
C Brg Width = 1.5 Min Req = -
Spacing:24.0" C&C Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0.000
Bearing B is a rigid surface.
Loc. from endwall: Any FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.1I Plate Type(.):
Wind Duration:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
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
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0', min. toe -nails at bottom chord.
III"
G�pS F(
o•. ..cEnisF•��
No. 648
ATE OF i•�
AIAL
COA
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING,
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fal�ri tiny h ndlin 5hi ping, in$ralling and bracin Refer to ntl follow the I test editi
Componengt S8fety Information, by Tf I and'S�CAI f�i sa practices to perforr ing then taunctioi Insta�ler shalPpr
n of BCSI (BUiltling
vide tem ovary
Prior
M
bracin r.BB SI, Unless noted otherwise, too ch rd s all eve �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all y
attach� dri id CSe L cations 5h wn for Finanen later6l restraiht of wgb5 Shall hav braanp inSf�Iletl r 6(:SI 5 c4on5 63, 87 r B70,
App�r face, tFtQ f�efer
�s applicable. 4Pat8s to acR oQt, anr] position as shown above and on JoinFDetails, unless notedothamma.
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
to ALPINE
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing
failure to build the
or cover p��e
Ilstin [m drawinp Indica)es acreptan f' pr f sa en��ne�Fin res n iyility s Iglyi r the design Shown. The suaabilig
draviQng or any sBuclure Is the responsc%1 o 1�1e �ui�ding'Designbr i5ec.o2.
6750 Forum Drive
and use 0 is Suite 305
peP�t�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafo.or , AWC: awc.om Orlando FL, 32821
SEQN: 259654/ JACK
Ply: 1
Job Number: 21-0061
CusLR]61 JR11:1-11111013 T83 /
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.36324
Truss Label: C1A
AK / DF 02/05/2021
12
6
B
T 10'9"2
A o
I`O 10'
C
3X4(B1)
Loading Criteria (po 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
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA A 43 /_ /_
/24 /1 /18
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.000 B - - C 19 /- /-
/10/-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.000 B - B
Mean Height: 15.00 tt
/16 /19 /-
d r io e
Buildin Wind reactions based on
NCBCLL 10.00 TCDL: 4.0 psf g Code: Creep Factor. 2.0 A Br Width = 8.0
9
MW FRS
Min Re 1.5
q =
Soffit: 2.00 BCDL: 4.0 sf FBC 7th Ed. 2020 Res. Maz TO CSI: 0.027
p C Brg Width = 1.5
Min Req = -
TPI Std: 2014 Max BC CSI: 0.008
Load Duration: 1.25 MWFRS Parallel Dist: to h/2 B Brg Width = 1.5
Min Req = -
Spacing:24.0" C&C Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0.000 Bearing A is a rigid surface.
Loc. from endwall: Any FT/RT:20(0)/5(0) Members not listed have
forces less than 375#
GCpi: 0.1I Plate Type(.):
Wind Duration:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
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
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
III"
Gti
.......... i%c
o•,F .
No. 648
ATE OF i•�
�i t�ti' •�� O R 1� P���'k,
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING,
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fal�ri tiny h ndlin 5hi ping, in$ralling and bracin Refer to ntl follow the I test editi n of BCSI (BUiltling
Componengt S�fety Information, by Tf I and'S�CAI f�i spa practices to perforr ing then taunctioi Insta�ler shalPpr vide tem ovary
Prior
M
bracin r.BB SI, Unless noted otherwise, too ch rd s all eve �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all y
attach� dri id CSe L cations 5h wn for Finanen later6l restraiht of wgb5 Shall hav bracing inSf�Iletl r 6(:SI 5 c4on5 63, 87 r B70,
App�r face, tFtQ f�efer
�s applicable. 4Pat8s to acR oQt, anr] position as shown above and on JoinFDetails, unless nota otherwise. to
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
ALPINE
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
,
6750 Forum Drive
Ilstin [m drawing Indica)es acreptan f' pr f sa en��ne�Fin res n iyility s Iglyi r the design Shown. The suaabilig and use 0 is
draviQng or any sBuclure Is the responsc%1 o 1�1e �ui�ding'Designbr peP�t�SI/TPI i5ec.o2.
Suite 305
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafo.or , AWC: awc.om
Orlando FL, 32821
SEQN: 259631/ JACK
Ply: 1
Job Number: 21-0061
Cuet:R761 JR11:1x2076111013 T15 /
FROM:
Oly: 8
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.31887
Truss Label: C2
AK / DF 02/05/2021
C
1192
12V6
_o
B
O N
N O
N
10'
A �
3X4(Bi )
2, T0"7
T0"7
Loading Criteria too 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
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA
B 290 /- /- /214 176 /85
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 D -
- D 53 /- /- /27 /- /-
EXPHORZTL: B Kzt: NA
Des Ld: 37.00 ( ): 0.002 C -
Mean Height: 15.00 ft
C 44 /- /- /28 /37 /-
BuildingWind
Code: Creep Factor. 2.0
NCBCLL 10.00 TCDL: 4.0 psf
reactions based on MW FRS
B Br Width = 8.0 Min Re 1.5
9 q =
h
Soffit: 2.00 BCDL: 4.0 sf FBC 7M Ed. 2020 Res. Max TO CSI: 0.572
p
D Brg Width = 1.5 Min Req = -
Load Duration: 1.25 MWFRS Parallel Dist: to h/2 TPI Std: 2014 Max BC CSI: 0.087
C Brg Width = 1.5 Min Req = -
Spacing:24.0" C&C Dist a: 3.00 ff Rep Fac: Yes Max Web CSI: 0.000
Bearing B is a rigid surface.
Loc. from endwall: Any FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.1I Plate Type(.):
Wind Dumtion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
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
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
ON"
G�Etis Mimic
o•, F .
No. 648
ATE OF i•�
�i t�ti' •�� O R 1'Q, P��'k,
02/05/2021
'"WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`*IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fal�ri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi
Componengt S8fety Information, by Tf I and'S�CAI f�i spa practices to perforr ing then taunctioi Insta�ler shalPpr
n of BCSI (BUiltling
vide teovary
Prior
M
bracin r.BB SI, Unless opted otherwise, too ch rd s all eve �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all ope y
attach� dri id CSe L cati0n5 5h wn for Finanen lateral restraiht of webs Shall hav bracing insf�Iletl r 6(:SI s coons 63, 87B70,
a o
�s applicable. App�r 4Pat8s to act face, oQMe anr] position as shown above and t JoinFDetail's unless noto otherwise.
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
Defer to ALPINE
Alpine, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d1glation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o tmsses. A seal on this drawing or cover p��e 6750 Forum Drive
Ilstin [m drawing indica)eI acreptan f' pr f ssi I en�me@yin res n iydi s lZ the design shown. The suitabdiry
draviQngor any sBuclure Is the respons�i6piry o1�1e �ui�ding'Designbr peP�t�SI/TPI i5ec.o2.
and use 0 is Suite 305
.
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafa.or AWC: awc.o Orlando FL, 32821
SEQN: 259632/ JACK
Ply: 1
Job Number: 21-0061
CusLR]61 JR11:1x2076111013 T14 /
FROM:
Oly: 4
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.30075
Truss Label: C3
AK / DF 02/05/2021
C
12
12'9"2
6 F7-
o
O N
B
(�
1
10,
A D
3X4(B1)
2, 5777
57
Loading Criteria (po Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
in
A Maximum Reactions (Ibs)
TCLL 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA 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
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA
B 346 /- /- /243 178 /122
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 D - -
D 92 /- /- /48/-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.2 D -
Mean Height: 15.00 tt
C 112 /61 !75 /-
NCBCLL: Buildin Code: Creep Factor. 2.0
00 TCDL: 4.0 psf
Wind reactions based on MW FRS
io a
g Brg Width = 8.0 Min Re 1.5
9 q =
h
Soffit: 2.00 BCDL: 4.0 sf FBC 7M Ed. 2020 Res. Maz TC CSI: 0.622
2. p
D Brg Width = 1.5 Min Req = -
Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI Std: 2014 Max BC CSI: 0.249
C Brg Width = 1.5 Min Req = -
Spacing:24.0" C&C Dist a: 3.00 ff Rep Fac: Yes Max Web CSI: 0.000
Bearing a is a rigid surface.
Loc. from endwall: Any FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.1I Plate Type(.):
Wind Dumtion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
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
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
�pIMMIN
S F(
O, .• �GE.NSF ,��,
No. 648
i ATE OF f'q
NAI
COA #
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT_FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fal�ri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi
Componengt S�fety Information, by Tf I and'S�CAI f�i s�a�e�y practices to pertor$ning the a taunctions. Insta�ler shalPpr
n of BCSI (BUiltling
vide tem ovary
Prior
bracin r.BB SI, Unless noted otherwise, too chbrd s all eve �ropery attached stmctural s. eathin and botto%. old. shall have all y
attach� dri itl ceiLn L cati0n5 5h wn for Finanen lateral restraiht of webs Shall hav bracing insf�Iled r 6(:SI s coons 63, 87 r B70,
�s applicable. AP 4Pat8s to acl face, oQMe anr] position as shown above and on 1p JoinFD6hu s., unless notedeotherwise.
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
flefer to ALPINE
Alpine, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any dglation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o tmsses. A seal on this drawing or cover p��e 6750 Forum Drive
Ilsan [m drawing indicates acreptan f' pr f ssi 1 en�me@yin res n iydi s lZ the design shown. The suitabdiry
draviQng 15or any sBuclure Is the respons�i6piry o1�1e �ui�ding'Designbr peP�t�SI/TPI i5ec.o2.
and use 0 is Suite 305
.
For more information see these web sites: Alpine: al ine!tw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafa.or AWC: awc.o Orlando FL, 32821
SEQN: 259633/ JACK
Ply: 1
Job Number: 21-0061
CusLR]61 JRe1:1X20]610013 T13 /
FROM:
Oly: 10
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.30996
Truss Label: C4
AK / DF 02/05/2021
C
12
6
10'9" 2
B o
s T
N
o 10,
A
3X4(B1)
1'0a7
2 T 1
1'0R7
Loading Criteria too 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 / Rw / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA
B 313 /- /- /258 /129 /49
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.001 C - -
D 10 /-16 /- /17 /16 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.2.0 C -
Mean Height: 15.00 tt
C - /-95 /68 /93 /-
NCBCLL: Buildin Code: Creep Factor. 2.0
00 TCDL: 4.0 psf
e/
Wind reactions based on MW FRS
g gr Width = 8.0 Min Re 1.5
9 q =
h
Soffit: 2.00 BCDL: 4.0 sf FBC 7M Ed. 2020 Res. Maz TC CSI: 0.572
2. p
D Brg Width = 1.5 Min Req = -
Load Duration: 1.25 MWFRS Parallel Dist: to h/2 TPI Std: 2014 Max BC CSI: 0.078
C Brg Width = 1.5 Min Req = -
Spacing:24.0" C&C Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0.000
Bearing B is a rigid surface.
Loc. from endwall: Any FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.1I Plate Type(.):
Wind Duration:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
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
Provide (2) 0.131"x3.0', min. toe -nails at top chord.
Provide (2) 0.131 x3.0', min. toe -nails at bottom chord.
�pIMMIN
S F(
O, .• �GE.NSF ,��,
No. 648
i ATE OF f'q
NAI
COA #
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fal�ri tiny h ndlin 5hi ping, in$ralling and bracin Refer to ntl follow the I test editi
Componengt S8fety Information, by Tf I and'S�CAI f�i spa practices to perforr ing then taunctioi Insta�ler shalPpr
n of BCSI (BUiltling
vide tem ovary
Prior
M
bracin r.BB SI, Unless noted otherwise, too ch rd s all eve �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all y
attach� dri id CSe L cations 5h wn for Finanen later6l restraiht of wgb5 Shall hav bracing inSf�Iletl r 6(:SI 5 c4on5 63, 87 r B70,
App�r face, tFtQ f�efer
�s applicable. 4Pat8s to acR oQt, anr] position as shown above and on JoinFDetails, unless notedothamma.
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
to ALPINE
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing
failure to build the
or cover p��e
Ilstin [m drawing Indica)es acreptan f' pr f sa en��ne�Fin res n iyility s Iglyi r the design Shown. The suaabilig
draviQng or any sBuclure Is the responsc%1 o 1�1e �ui�ding'Designbr i5ec.o2.
6750 Forum Drive
and use 0 is Suite 305
peP�t�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafo.or , AWC: awc.om Orlando FL, 32821
SEQN: 259938/ JACK
Ply: 1
Job Number: 21-0061
CusLR]61 JR11:1-11111013 T80 /
FROM:
Oly: 1
/A GREAT HOME //OLIVA MODEL G-LEFT
Drw o: 036.21.1624.33324
Truss Label: C4A
AK / DF 02/05/2021
12
6
B
T 10'9"2
A o
I`O 10'
C
3X4(B1)
Loading Criteria (po 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
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA A 43 /_ /_
/24 /1 /18
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.000 B - - C 19 /- /-
/10/-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.000 B - B
Mean Height: 15.00 tt
/16 /19 /-
d r io e
Buildin Wind reactions based on
NCBCLL 10.00 TCDL: 4.0 psf g Code: Creep Factor. 2.0 A Br Width = 8.0
9
MW FRS
Min Re 1.5
q =
Soffit: 2.00 BCDL: 4.0 sf FBC 7th Ed. 2020 Res. Maz TO CSI: 0.027
p C Brg Width = 1.5
Min Req = -
TPI Std: 2014 Max BC CSI: 0.008
Load Duration: 1.25 MWFRS Parallel Dist: to h/2 B Brg Width = 1.5
Min Req = -
Spacing:24.0" C&C Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0.000 Bearing A is a rigid surface.
Loc. from endwall: Any FT/RT:20(0)/5(0) Members not listed have
forces less than 375#
GCpi: 0.1I Plate Type(.):
Wind Dumtion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
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
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
"Ulm
No. 648
ATE OF pc(;
ti'
-�'LORVOIVt14'�
AIAL
con#
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`•IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fal�ri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (BUiltling
Componengt S�fety Information, by Tf I and'S�CAI f�i sa practices to perforr ing then taunctioi Insta�ler shalPpr vide toovary
Prior
bracin r.BB SI, Unless noted otherwise, too ch rd s all eve �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all y
M
attach� dri id CSe L cati0n5 5h wn for Finanen lateral restraiht of webs Shall hav bracing insf�Iletl r 6(:SI s coons 63, 87 r B70,
App�r face,oQMe t o Defer
�s applicable. anr] position as shown above and'a
4Pat8s to act JoinFDeto,'s unless noto otherwise. to
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
ALPINE
Alpine, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any dglation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o tmsses. A seal on this drawing or cover p��e
,
6750 Forum Drive
Ilstin [m drawing Indica)ea acreptan f' pr f ssi I en�me@yin res n iydi s lZ the design shown. The suitabdiry and use 0 is
draviQngor any sBuclure Is the respons�i6piry o1�1e �ui�ding'Designbr peP�t�SI/TPI i5ec.o2.
Suite 305
.
For more information see these web sites: Alpine: al ine!tw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafa.or AWC: awc.o
Orlando FL, 32821
SEQN: 259634/ JACK
Ply: 1
Job Number: 21-0061
Cu5t:R761 JR11:1x2076111013 T12 /
FROM:
Oly: 8
/A GREAT HOME //OLIVA MODEL G-LEFT
Drw o: 036.21.1624.31154
Truss Label: C5
AK / DF 02/05/2021
C
1192
12V6
_o
B
O N
N O
N
10'
A �
3X4(Bi )
2, 3'0"7
3'0"7
Loading Criteria too 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
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA
B 290 /- /- /214 176 /85
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 D -
- D 53 /- /- /27 /- /-
EXPHORZTL: B Kzt: NA
Des Ld: 37.00 ( ): 0.002 C -
Mean Height: 15.00 ft
C 44 /- /- /28 /37 /-
BuildingWind
Code: Creep Factor. 2.0
NCBCLL 10.00 TCDL: 4.0 psf
reactions based on MW FRS
B Br Width = 8.0 Min Re 1.5
9 q =
h
Soffit: 2.00 BCDL: 4.0 sf FBC 7M Ed. 2020 Res. Max TO CSI: 0.572
p
D Brg Width = 1.5 Min Req = -
Load Duration: 1.25 MWFRS Parallel Dist: to h/2 TPI Std: 2014 Max BC CSI: 0.087
C Brg Width = 1.5 Min Req = -
Spacing:24.0" C&C Dist a: 3.00 ff Rep Fac: Yes Max Web CSI: 0.000
Bearing B is a rigid surface.
Loc. from endwall: Any FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.1I Plate Type(.):
Wind Dumtion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
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
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
omm
M/;�C
No. 648
ATE OF f' q
%LOR10P"'�t14'�
OAIAL
con#
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
`•IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re wire extreme care in fal�ri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Bull in
Componengt S8fety Information, by TFI and'S�CAI f�i spa practices to perforr ing then taunctioi Insta�ler shalPpr vide tem orary
Prior
M
bracin r.BB S1. Unless noted otherwise, too chord s all ave pmrm attached stmctural s. eathin and bottolrlc ord. shall have a rope y
attach� dri itl ceiLn L cations 5h wn for top
lateral restraiht of wgb5 Shall haw bracing inSf�Iletl r 6(:SI 5 coons 63, B7 r B70,
3s applicable. App�r 4Pat8s to acR face, oQfm�ss anr] position as shown above and ona JoinFDetails, unless notedeothenvise.
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
f�efer to ALPINE
Alpine, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any digiation from this drawing,
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o tmsses. A seal on this drawing
any failure to build the
or cover p��e
6750 Forum Drive
dra [m drawing indicates acreptan f' pr f sa en��ne�Fin res n iyility s Iglyi r the design shown. The suaabilig and use UPS Suite 305
draviQng Ior any s ucture Is the responsci6piry o1�1e �ui�ding'Designbr i5ec.o2.
peP�t�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafa.or ; AWC: awc..m Orlando FL, 32821
SEQN: 259718/ HIPS
Ply: 1
Job Number: 21-0061
CueLR761 JRe1:1-7610013 T3 /
FROM:
Oty: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.36074
Truss Label: T3
AK / DF 02/05/2021
5'8"13 11' 15'1" 19'2" 24'S"3 30'2"
5.8"19
.5X8 1111.5X4 .5X8
D E F
T
T 12 i3X4 93X4
6
C G
1 B H I�
A
4X4(B1) 1111.5X4 -3X4 -5X8 -3X4 1111.5X4�4X4(B1) i
30'2"
5'71 5'4"15 4'1" 4'7" 5'4"15
2' 5'71 11' 'fi 19'2" 24'6 "15 30'2" 2
Loading Criteria (po 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): 0.122 E 999 360 Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.225E 999 240 g 1265 /- /- 1724 /338 /201
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.057 J - - O 1265 /- /- 1724 /338 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 02.0 J - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height: 15.00 ff Building Code: Creep Factor: 2.0 B Brg Width = 8.0 Min Req
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res. Max TO CSI: 0.670 O Brg W id[h = 8.0 Min Req = 1.5
Soffit: 2.00 BCDL: 4.0 psf
Bearings B & H are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.938
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0.214
Spacing: 24.0 " C&C Dist a: 3.02 ff P Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.1I Plate Type(.):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 1128 -1938 E-F 1075 -14�
Lumber C-D 1059-1606 F -G 1059 -1606
D - E 1075 -1469 G - H 1129 -1938
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 1t2;
Webs: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs)
We
Chords Tens.Comp. Chords Tens. Comp.
Wind B -N 1652 -SBO L -K 1379 -653
Wind loads based on MWFRS with additional C&C N-M 1651 -883 K-J 1651 -8W
member design. M - L 1379 -673 J - H 1652 -BW
Wind loading based on both gable and hip roof types.
Now
G�S
o ,• F
No. 648
A ATE OF r�c�
O
1%k..10L0R%Q.-
cone
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT_FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S�fety Information, by Tf�land'S�CAI f�i s�a�e�/ practices to pertor$ning thee taunctions. Insta�lershalPpr vide toovary
Prior
bracin r.BB SI, Unless noted otherwise, [oo chbrd s all ave �ropery adached stmctural s. eathin and boa0 . old. shall have all ope y
adach� dri itl ceiLn L cations 5h wn for Finanen lateral restraiht of wgb5 Shall hav bracing in r 6(:SI s ctrons 63, 87B70,
3s applicable. App�r 4Pat8s to acR face, oQfm�ss ant] position as shown above and a tgo JoinFDetails, unless notedeotherwise. f�efer to ALPINE
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
Alpino a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resronsibl$ for any dglation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive
IIsb thi drawing indicates acreptan f' pr f ssi en�me@yin res n iylli . Iglyi r the design shown. The suitability and use 0 is 6750 305
draviQng or any sBuclure Is the responsc%1 o 1�7e �ui�ding'Designbr i5ec.o2.Suite
peP�I�SI/TPI
For more information see these web sites: Alpine: al ine!tw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafe.or , AWC: awc.om Orlando FL, 32821
SEQN: 259635/ JACK
Ply: 1
Job Number: 21-0061
CusLR]61 JR11:1x2076111013 T11 /
FROM:
Oly: 4
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.30590
Truss Label: C6
AK / DF 02/05/2021
C
12
12'9"2
6 F7-
o
O N
B
(�
1
10,
A D
3X4(B1)
2, 5777
57
in
Loading Criteria (po 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 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
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA
B 346 /- /- /243 178 /122
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 D - -
D 92 /- /- /48/-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.2 D -
Mean Height: 15.00 tt
C 112 /61 !75 /-
NCBCLL: Buildin Code: Creep Factor. 2.0
00 TCDL: 4.0 psf
Wind reactions based on MW FRS
io a
g Brg Width = 8.0 Min Re 1.5
9 q =
h
Soffit: 2.00 BCDL: 4.0 sf FBC 7M Ed. 2020 Res. Maz TC CSI: 0.622
2. p
D Brg Width = 1.5 Min Req = -
Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI Std: 2014 Max BC CSI: 0.249
C Brg Width = 1.5 Min Req = -
Spacing:24.0" C&C Dist a: 3.00 ff Rep Fac: Yes Max Web CSI: 0.000
Bearing a is a rigid surface.Loc.
from endwall: Any FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.1I Plate Type(.):
Wind Duration:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
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
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
III"
Gti
.......... i%c
o•,F .
No. 648
ATE OF i•�
�i t�ti' •�� O R 1� P���'k,
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fal�ri tiny h ndlin 5hi ping, in$ralling and bracin Refer to ntl follow the I test editi
Componengt S8fety Information, by Tf I and'S�CAI f�i spa practices to perforr ing then taunctioi Insta�ler shalPpr
n of BCSI (BUiltling
vide tem ovary
Prior
M
bracin r.BB SI, Unless noted otherwise, too ch rd s all eve �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all y
attach� dri id CSe L cations 5h wn for Finanen lateral restraiht of wgb5 Shall hav bracing inSf�Iletl r 6(:SI 5 c4on5 63, 87 r B70,
App�r face, tFtQ f�efer
�s applicable. 4Pat8s to acR oQt, anr] position as shown above and on JoinFDetails, unless nota otherwise.
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
to ALPINE
Alpine, a division of ITW Bd'%i omponefnts Gro ,p Inc. @hall not be resronsibl$ for any d1glation from this drawing, any
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing
failure to build the
or cover p��e
Ilstin [m drawing Indica)es acreptan f' pr f Sa en��ne�Fin res n iylli 5 Iglyi r the design Shown. The suaabilig
draviQng 16or any sBuclure Is the responsc%1 o 1�1e �ui�ding'Designbr i5ec.o2.
6750 Forum Drive
and use 0 is Suite 305
peP�t�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafo.or , AWC: awc.om Orlando FL, 32821
SEQN: 259667/ JACK
Ply: 1
Job Number: 21-0061
CusLR761 JR11:1-76111013 T57 /
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.35028
Truss Label: C7
AK / DF 02/05/2021
L 1'109
1'10"9
D
192
12 C �
T
6 o
11'
O N
CV B �
1
1 l SIN ��-}10'
A GHF E
3 A(B1)
2 7 2'8" 4"
2'8" 3'OrI
Loading Criteria (po 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): 0.005 G 999 360 Loc R+ / R- / Rh / R. / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.009 G 999 240 B 290 /- /- /214 176 /85
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 G - - E 36 /- /- /20 /4 /-
EXP: B Kzt: NA HORZ TL /28 /30 /-
Des Ld: 37.00 ( ): 0.206 G - D
Mean Height: 15.00 tt Builtlin Wind reactions based on MW FRS
NCBCLL: Code: Creep Factor. 2.0 d r io a
00 TCDL: 4.0 psf
h g Brg Width = 8.0 Min Re 1.5
Soffit: 2.00 BCDL: 4.0 sf FBC 7M Ed. 2020 Res. Maz TC CSI: 0.572 9 q =
2. p
TPI Std: 2014 Max BC CSI: 0.088 E Brg Width = 1.5 Min Req = -
Load Duration: 1.25 MWFRS Parallel Dist: to h/2 D Brg Width = 1.5 Min Req = -
Sp
Spacing: C&C Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0.023 Bearing B is a rigid surface.
Loc. from endwall: Any FT/R7:20(0)/5(0) Members not listed have forces less than 375#
GCpi: 0.1I Plate Type(.):
Wind Duration:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 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
_
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
� r
Provide (2) 0.131'x3.0", min. toe -nails at bottom chord. !'
Laterally brace top chord below filler and bottom chord
above filler at 24" o.c., including a lateral brace at ENS ••
•• \`'
V-
chord ends (If no rigid diaphragm exists at that point). 0 •• V"
•�•
No. 648
ATE OF i•�
�i t�ti' •�� O R 1� P���'k,
NAI
CAA
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$ralling and bracin Refer to ntl follow the I test editi n of BCSI (BUiltling
Componen� S8fety Information, by Tf�land'S�CAI f�i spa practices to perforr ing then taunctioi Installer�shalPpr vide tem ovary
Prior
M
bracin r. SI. Unless noted otherwise, too chbrd s all ave �ropery attached structural s. eathin and bottolrlc ord. sha4have a rope y
attach riri itl ceiLn L cations sh wn for Finanen Iatergl restraiht of webs shall hav bracing insf�Iletl r 6(:SI s coons 63, 87 r B70,
�s applicable. App�r 4Pat8s to acR face, oQfm�ss ant] position as shown above and on tFtQ JoinFDetails, unless notedeotherwise. flefer to ALPINE
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
tru no a division of ITW "'MSOPT, Gro ,p Inc. @hall not be resPonsibl$ for any d7viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� sh, ping in.t.lIa ion. an bracinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive"
Ilsbn thi drawing indica)e5 acreptan f' pr f ssi en�me@yin res n iyility s Iglyi r the design shown. The suitability and use 0 is Suite 305
draviQng 16or any sBuclure Is the responsc%1 o 1�1e �ui�ding'Designbr i56c.o2.
peP�t�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafo.or , AWC: awc.om Orlando FL, 32821
SEQN: 259673/ JACK
Ply: 1
Job Number: 21-0061
CusLR761 JR11:1x2076111013
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.31606
Truss Label: C8
AK / DF 02/05/2021
D
T T 12'9"2
12 0
0 6 o
V
O
`.Fl
N
11'
LI
B E oi
1 10,
A GHF
3X4(Bl )
2 1,109 i4" 2,4„7
'2"9 '2'��1gg2qq
1'109 5'0"7
I28
2'8
Loading Criteria (po 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 Udell U# Gravity Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.040 F 999 360 Loc R+ / R- / Rh / R. / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.064 F 933 240 g 346 /_ /_ /243 178 /122
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.019 G - - E 75 /- /- /41/-
EXP: B Kzt: NA HORZ TL /67 /67 /-
Des Ld: 37.00 ( ): 0.2.0 G - D 114
Mean Height: 15.00 tt Builtlin Wind reactions based on MW FRS
NCBCLL 10.00 TCDL: 4.0 psf g Code: Creep Factor. 2.0 io a
B Br Width = 8.0 Min Re 1.5
Soffit: 2.00 BCDL: 4.0 sf FBC 7th Ed. 2020 Res. Maz TO CSI: 0.571 9 q =
p
TPI Std: 2014 Max BC CSI: 0.175 E Brg Width = 1.5 Min Roof =
Duration: 1.25 MWFRS Parallel Dist: to h/2 D Brg Width = 1.5 Min Req = -
SpLoadool
Spacing:24.0" C&C Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0.070 Bearing B is a rigid surface.
Loc. from endwall: Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi: 0.1I Plate Type(.):
Wind Duration:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Wind
Wind loads based on M W FRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe -nails at top chord. �1MMM
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. - . /� S F( r�
Laterally brace top chord below filler and bottom chord �V
"
above filler at 24" o.c., including a lateral brace at • \G` ENS �' %.
diaphragm that
chord ends (If no rigid exists at point).V-
No. 648
ATE OF f�cr
�HAI
COA
02/05/2021
'"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$ralling and bracin Refer to ntl follow the I test editi n of BCSI (BUiltling
Componengt S8fety Information, by Tf�land'S�CA1 f�i spa practices to perforr ing then unctions. Installer�shalPpr vide tem ovary
Prior
M
bracin r.BB SI. Unless npted otherwise, too chbrd s all ave �ropery attached structural s. eathin and bottolrlc ord. sha4have a rope y
attach� riri itl ceiLn L cations sh wn for Finanan1 latergl restraiht of wgb5 Shall hav bracing insf�Iletl r 6(:SI s coons 63, 87 r B70,
App�r face, tFtQ f�efer
�s applicable. 4Pat8s to acR oQfm�ss ant position as shown above and on JoinFDetails, unless notedeotherwise. to ALPINE
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
tru no a division of ITW "'MSOPT, Gro ,p Inc. @hall not be resPonsibl$ for any d7viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� sh, ping in.t.lIa ion. an bracinnn o trusses. A seal on this drawing or cover p��e 6750 Forum Drive"
Ilsbn thi drawing indicale5 acreptan f' pr f ssi en�me@yin res n iyility s Iglyi r the design shown. The suitability and use 0 is Suite 305
draviQng or any sBuclure Is the responsc%1 o 1�1e �ui�ding'Designbr peP�t�SI/TPI i5ec.o2.
For more information see these web sites: Alpine: al ine!tw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafo.or , AWC: awc.om Orlando FL, 32821
SEQN: 259670/ JACK
Ply: 1
Job Number: 21-0061
CueLR761 JRe1:1X20761(b13 T55 /
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.29809
Truss Label: C9
AK / DF 02/05/2021
L 110"3'0"7
1'10"99 1'1 "14
D
192
12 C �
T
6 o
11'
O N
CV B �
1
1 l SIN ��-}10'
A GHF E
3 A(B1)
2 2'8" 4"7
2'8" 3'0'7
Loading Criteria (po 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): 0.005 G 999 360 Loc R+ / R- / Rh / R. / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.009 G 999 240 B 290 /- /- /214 176 /85
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 G - - E 36 /- /- /20 /4 /-
EXP: B Kzt: NA HORZ TL /28 /30 /-
Des Ld: 37.00 ( ): 0.206 G - D
Mean Height: 15.00 ff Builtlin Wind reactions based on MW FRS
NCBCLL: Code: Creep Factor. 2.0 d r io a
00 TCDL: 4.0 psf
h g Brg Width = 8.0 Min Re 1.5
Soffit: 2.00 BCDL: 4.0 sf FBC 7M Ed. 2020 Res. Maz TC CSI: 0.572 9 q =
2. p
TPI Std: 2014 Max BC CSI: 0.088 E Brg Width = 1.5 Min Req = -
Load Duration: 1.25 MWFRS Parallel Dist: to h/2 D Brg Width = 1.5 Min Req = -
Sp
Spacing: C&C Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0.023 Bearing B is a rigid surface.
Loc. from endwall: Any FT/R7:20(0)/5(0) Members not listed have forces less than 375#
GCpi: 0.1I Plate Type(.):
Wind Duration:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 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 lm"
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
"x3.0", F
Provide (2) 0.131 min. toe -nails at bottom chord.
Laterally brace top chord below filler and bottom chord . A,
above filler at 24" o.c., including a lateral brace at 0 • ��,/ E, •Sn •• Gl
chord ends (If no rigid diaphragm exists at that point). ••�
No. 648
, A ATE OF i•�
�i t�ti' •�� O R 1� P���'k,
` JYAI.
COA #
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$ralling and bracin Refer to ntl follow the I test editi n of BCSI (BUiltling
Componen� S8fety Information, by Tf I and'S�CAI f�i spa practices to perforr ing then taunctioi Insta�ler shalPpr vide tem ovary
Prior
bracin r. SI, Unless noted otherwise, [oo ch rd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all y
M
adach riri id CSe L cations 5h wn for Finanen latergl restraiht of wgb5 Shall hav braanp inSf�Iletl r 6(:SI s ctrons 63, 87 r B70,
App�r face, tFtQ f�efer
�s applicable. 4Pat8s to acR oQt, anr] position as shown above and on JoinFDetails, unless nota otherwise. to ALPINE
rawings 160A-Z fo s an and pate p0sltlons. efer to job's General Noes page for additional information.
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e 6750 Forum Drive"
Ilsan [m drawinp Indice)es acreptan f' pr f sa en��ne�Fin res n iyility s Iglyi r the design Shown. The suaabilig and use 0 is Suite 305
draviQng 16or any sBuclure Is the responsc%1 o 1�1e �ui�ding'Designbr peP�t�SI/TPI i56c.o2.
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafo.or , AWC: awc.om Orlando FL, 32821
SEQN: 259676/ JACK
Ply: 1
Job Number: 21-0061
CusLR761 JR11:1x2076111013 T60 /
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.32293
Truss Label: C10
AK / DF 02/05/2021
D
T T 12'9"2
12 0
0 6 o
V
O
`.Fl
N
11'
LI
B E oi
1 10,
A GHF
3X4(Bl )
1,109 i4" 2,4„7
2
1'109 '2"9 '2'��1gg2qq 5'0"7
I2'
2'8
Loading Criteria (po 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 Udell U# Gravity Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.040 F 999 360 Loc R+ / R- / Rh / R. / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.064 F 933 240 g 346 /_ /_ /243 178 /122
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.019 G - - E 75 /- /- /41/-
EXP: B Kzt: NA HORZ TL /67 /67 /-
Des Ld: 37.00 ( ): 0.2.0 G - D 114
Mean Height: 15.00 ff Builtlin Wind reactions based on MW FRS
NCBCLL 10.00 TCDL: 4.0 psf g Code: Creep Factor. 2.0 io a
B Br Width = 8.0 Min Re 1.5
Soffit: 2.00 BCDL: 4.0 sf FBC 7th Ed. 2020 Res. Maz TO CSI: 0.571 9 q =
p
TPI Std: 2014 Max BC CSI: 0.175 E Brg Width = 1.5 Min Roof =
Duration: 1.25 MWFRS Parallel Dist: to h/2 D Brg Width = 1.5 Min Req = -
SpLoadool
Spacing:24.0" C&C Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0.070 Bearing B is a rigid surface.
Loc. from endwall: Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi: 0.1I Plate Type(.):
Wind Duration:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Wind
Wind loads based on M W FRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes lm"
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
"x3.0", F
Provide (2) 0.131 min. toe -nails at bottom chord.
��
Laterally brace top chord below filler and bottom chord r+ A,
above filler at 24" o.c., including a lateral brace at 0 ��,/ E, •Sn%� Gl
chord ends (If no rigid diaphragm exists at that point). •��
No. 648
, A ATE OF
•�40R%90��
JYAI.
COA #
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING'
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$ralling and bracin Refer to ntl follow the I test editi n of BCSI (BUiltling
Componen� S8fety Information, by Tf�land'S�CA1 f�i spa practices to perforr ing then unctions. Installer�shalPpr vide tem ovary
Prior
M
bracin r. SI. Unless npted otherwise, too chbrd s all ave �ropery attached structural s. eathin and bottolrlc ord. sha4have a rope y
adach riri itl ceiLn L cations sh wn for Finanen Iatergl restraiht of webs shall hav braanp insf�Iletl r 6(:SI s ctrons 63, 87 r B70,
App�r face, tFtQ f�efer
�s applicable. 4Pat8s to acR oQfm�ss ant] position as shown above and on JoinFDetails, unless notedeotherwise. to ALPINE
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
tru no a division of ITW "'MSOPT, Gro ,p Inc. @hall not be resPonsibl$ for any d7viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� sh, ping in.t.lIa ion. an bracinnn o trusses. A seal on this drawing or cover p��e 6750 Forum Drive"
Ilsbn thi drawing indicale5 acreptan f' pr f ssi en�me@yin res n iyility s Iglyi r the design shown. The suitability and use 0 is Suite 305
draviQng or any sBuclure Is the responsc%1 o 1�1e �ui�ding'Designbr peP�t�SI/TPI i5ec.o2.
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafo.or , AWC: awc.om Orlando FL, 32821
SEQN: 259973/ GABL
Ply: 1
Job Number: 21-0061
Cull: R761 JRB7:1x207610013 T35 /
FROM:
Qry: 7
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.30934
Truss Label: P1
AK / OF 02/05/2021
1'9"3 3'6„6
12 =3X4
6 C
T
(V B D V
A E 20'1"2
�� 3'6"6
3'6"6"
�T 3,6„6 T
Loading Criteria (po 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 loc Udell 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 / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.001 C 999 240 B" 72 /- /- /44 /28 /8
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.000 - - Wind reactions based on MW FRS
EXP: B Kzt: NA Width Min Req = -
Des Ld: 37.00 HORZ(TL): 0.000 - - B
Boxing a i id s
NCBCLL: 10.00 Mean Height: 15.39 ff Building Code: Creep Factor: 2.0 Bearing B is a rigid surface.
TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.019 Members not listed have forces less than 375#
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.030
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)/5(0)
GCpi: 0.18 Plate Type(.):
Wind Duration: 1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SIP #2;
Plating Notes
All plates are 2X4(A1) 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 [rt"
valley details. S r
Refer to DWG PB760160118 for piggyback details. !' M
-,1
o,. ..cEnisF %��
No. 648
, A ATE OF J
ANIALL
COA
02/05/ 021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING,
`•IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (BUiltling
Componen�S�fety Information, by Tf�land'S�CAI f�i s�a�e�/ practices to pertor$ning thee unctions. Insta�ler shalPpr vide teovary
Prior
bracln r. SI, Unless noted otherwise, [oo chbrd s all ave �ropery attached stmctural s. eathin and botto%. old. shall have all ope y
adach dri itl ceiLn L cations 5h wn for Finanen lateral restraiht of wgb5 Shl, hav braanp in r 6(:SI 5 ctrons 63, 87B70,
App�r face, tFtQ f�efer
�s applicable. 4Pat8s to acR oQfm�ss anr] positron as shown above and on JoinFDatails, unless notedeothenvise. to ALPINE
rawings 160A-Z fo s an and pate positions. efer to job's General Notes page for additional information.
tru na, a division of ITW Buildin oT,%nr7nrs Gro ,p Inc. @hall not be resronsibl$ for any d7viation from this drawing, any failure to build the ,
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive
II50n [m drawing indicates acreptan f' pr f Sa I en��ne�Fin res n iylli 5 Iglyi r the design Shown. The suaabilig and Use 0 is Suite 305
draviQng or any sBuclum Is the responsc%1 o 1�1e �ui�ding'Designbr i5ec.o2.
peP�I�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafe.or , AWC: awc.om Orlando FL, 32821
SEQN: 259976/ GABL
Ply: 1
Job Number: 21-0061
Cull: R761 JRB7:1x207610013
FROM:
City: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.30621
Truss Label: P2
AK / DF 02/05/2021
2'5"11
1'0"11 1'0"11
12
6 ;3X4 =3X4
C D
B E T
A F
20'1"2
( 3'6"6
" T 3'6"6
3 6"6.,�
Loading Criteria (po Wind Criteria Snow Criteria (Pg,Pf m in PSF) Defl/CSI Criteria A MaximuReactions (Ibs), or •=PLF
TOLL: 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): 0.001 D 999 360 Loc R+ / R- / Rh / R. / U / RL
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.001 D 999 240 B" 72 /_ /_ /40 /38 17
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.000 - - Wind reactions based on MW FRS
EXP: B Kzt: NA Min Req = -
Des Ld: 37.00 HORZ(TL): 0.000 - - B Brg W
s a i id s
NCBCLL: 10.00 Mean Height: 20.60 ff Building Code: Creep Factor: 2.0 Bearing B is a rigid surface.
TCDL: 4.0 psf
Soffit: 2.00 BCDL: 2.0 psf FBC 7th Ed. 2020 Res. Max TO CSI: 0.041 Members not listed have forces less than 375#
Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.030
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)/5(0)
GCpi: 0.1I Plate Type(.):
Wind Duretion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Plating Notes
All plates are 2X4(A1) except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat TO
@ 24" oc.
Wind
Wind loads based on MW FRS with additional C&C
member design. _
Wind loading based on both gable and hip roof types. S FL
Additional Notes
A!,' •/'/'Al�•r-,1
See DWGS VALTN160118 and VALIS01601 IS for O••�• \CENS� %�
V" valley details. V-
Refer to DWG PB760160118 for piggyback details.
No. 648
, A ATE OF J
iAVIALL
COA
02/05/2021
ARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING,
`•IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and bracin Refer to ntl follow the I test editi n of BCSI (BUiltling
Componengt S8fety Information, by Tf I and'S�CA1 f�i sa practices to perforr ing then taunctions. Insla�ler shalPpr vide tem ovary
Prior
bracin r.BB S1. Unless noted otherwise, too ch rd s all awe �ropery attached stmctural s. eathin and bot 0&. ord. shall have all y
M
adach� dri itl ceiLn L cations 5h wn for Finanen later6l restraiht of webs Sh1, haw braanp insf�Iled r 6(:SI 5 c4on5 63, 87 r B70,
App�r face, tFtQ flefer
�s applicable. 4Pat8s to acR oQt, anr] position as shown above and on JoinFDetails, unless nota otherwise. to ALPINE
rawings 160A-Z fo s an and pate positions. efer to job's General Noes page for additional information.
Alpin9, a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d�viation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installa ion. an bracinnn o trusses. A seal on this drawing or cover p��e
6750 Forum Drive
Ilsan [m drawing indicates acreptan f' pr f Sa en��ne�Fin res n iylli 5 Iglyi r the design Shown. The suaabilig and use 0 is Suite 305
draviQng 16or any sBuclum Is the responscei6piry o t�1e �ui�ding'Designbr i5ec.o2.
peP�t�SI/TPI
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust - ; ICC: iccsafo.or , AWC: awc.om Orlando FL, 32821
CLR Reinf orcing Member Substitution
T-Reinforcement
This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Relnf.
Is specified on a truss design but on alternative web L—Reinforcement: or
reinforcement method is desired. L-Relnf.
Notes:
This detail is only applicable for changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-relnforecement or scab reinforcement.
Alternative reinforcement specified in chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Use scabs Instead of L- or T- reinforcement on webs with Intersecting
truss Joints, such ns K-web ,joints, that may Interfere with proper
application along the narrow face of the web,
Web Member
Specified CLR
Alternative Relnforecement
Size
Restraint
T- or L- Reinf,
Scab Reinf,
2x3 or 2x4
I row
2x4
1-2x4
2x3 or 2x4
2 rows
2x6
2-2x4
2x6
I row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4M
2x8
I row
2x6
1-2x8
2x8
2 rows
2x6
2-2x60IV
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design.
(NO Center scab on wide face of web. Apply (1) scab to each
face of web.
Apply to either side of web narrow face.
Attach with 10d (0.128'x3.0',min) nails
at 6' o.c. Reinforcing member is
a minimum 80% of web
member length.
Scab Reinforcement:
Apply scab(s) to wide face of web.
No more than (1) scab per face.
Attach with IOd (0.128'x3.0',min) nails
at 6' o.c. Reinforcing member is a
minimum 80% of web member length.
Scab Reinf.
[All
11 /1
14
=T - TC LL PSF
.NPDITNIra r1Na91 ItUS BRAVwBi m ALL ruaaxrms aLtaowlG rNE T_... reM a ex rentI fabr11b� arwBbo, n Ins b r nBO. R0
Ppr°Uac'�elat. b t .deem ar IB„Nd� pan<nt stlretiP°nr°rnatlan I ma xA1 ° , TC DL PSF
REF CLR Subst.
DATE 01/02/19
p a to p< a lq t. am . ,v'y Ml a.ldt ATE OF
llMesr area ptnrriy taP nma ndi na.t P a rlv ttacM1fa :trp°n:al e,pu�l„o bo BI. f� BC DL PSF
cMll M1uvr pr ly t4cbetl rgle cNlb o. Slone sbom m mt lateral stwln
gkable.
DRWG BRCLBSUB0119
A LPI N E
Mil Mve braclno Inctalletl pm Bit sect ns s., B, r B]B, c Applyy platec Lo eo /� '-
RrPm to dear Br 1A0.A=i ipr stmaara p osltimr.
`Im oIM De aNs, lea abtl tM Wer. OR��P„� BC LL PSF
Aiµ», a aNlelm oP nW B—ft Conpmmts Group Inc .Mil „at be recpmwbb Por m aewa '�..,,.,,..�'
AN TW COMPANY
�, TOT. LD. PSF
*h traelnp, any rancor to bulltl Sbe Sruss In cmPornancr elib ANS. 1, or Pm hand p, sbIPPM V
FSWuamn c bradno pr trusses.
/ lla�w
514 Eaal1 City Expressway
Suite 262
A seal m Ws MMrq m cover Bc<BV tlis barb0. Mlrntes °ccrp<°rce eP K°reasl°rwl
mapebN]tr rablr Pm ie ash rM rrtabN]tr ..e m pr aN. de.Bq 2 IN DUR. FAC.
rm� b tM remarwBluty of tix FYlbq Declpritr qr ANBI/1P[ t S<c2
EMM1 CiN, M083045
A—i- .�+ar4b:M ...B' $dal natrsMPaW ana tb<sr ew slteo SPACING
ry.ggi ICD eee]ccsaitaro
2x4 WEB WITH WEB-BL❑CKO
REFER TO ENGINEER'S SEALED TRUSS DESIGN DRAWING
FOR LUMBER, PLATES AND OTHER INFORMATION NOT
SHOWN BELOW.
PLATES FASTENING WEB —BLOCK TO WEB SHALL BE W3X3
OR LARGER. PLATE POSITIONING TOLERANCES ON WEB —
BLOCKS SHALL BE PERMITTED TO BE VARIED UP TO
6 INCHES FROM GIVEN POSITIONS, EXCEPT THAT PLATES
AT THE END OF THE WEB —BLOCK MUST BE WITHIN 6
INCHES OF THE END OF THE WEB —BLOCK.
2X4 WEB -BLOCK 2X4 WEB
SECTION A -AI
W3X3 PLATE
2X4 WEB -BLOCK
W3X3 PLATE
A —
W3X3 PLATE
BOT CHC
MAX. O.C. (TYP.)
2 ft D.C, MAX.
BETWEEN W3X3s
L (ADD W3X3s
@2 FT. O.C. AS
NEEDED FOR
WEB LENGTH)
A
aVARRRRi RFAO aNn DLLLGV Au NmRs a rlas °""�°'° "� REF 2x4 Web Block
aRPY(fANra D1maa1 nas BRAVB'li m � mN1RACTp1lf RIpLUBPIG r1E BNsr
rna'irn� e<°Jrenr ne a fabnlcaa�, m °b aPlno. Ine ne a� na arr
fepe. rwtlen of KSI l a Penmt S sty �arnat�� ,, c and SKAI * DATE 10/Ol/14
P d� Wt- et.,lna t�' �1 I,m . bWKy <ad.�°rt to o Pia lbna BL ATE OF
.non �ve iy tm�e•d rigid .xmp. ��i � f mt m<rfb( :� I°n l� DRWG BRWEBLOK1014
M1PII ve p Ireta- P B 1 cec Ions B3, B7 or B10, opplk•ble. APP'y btec LP w
ALPINE�' 1 Narn . e and an p-i alnt Be aMc, lea o otl SM1� .be. o
Rrfm to tl aettps 160.A-2 ion stendartl plate pezltlons b
Alpine, a tllNSlan of RV BJWInp CPnpanmts preYP Inc cbPll rw<be recpandbla far onyy tleNP � R�
tNs tlrarinp, any iellurr to bulb tNr truss M cenfernencr rIM ANSI/TPI 1, er fen brndNp, ebb
AN TW COMPANY hstauatbn s eradnp of trusses.
A ssl m YJs laMrq x sever Paxpe LLs<YiP YYs dnsrin0, YMcates accRterce eP pr'afevlerwl
514 EMM1 Clry Expressway ergYrerY�p sPenstlltY mlely Fa Me Ms�n TM alteHlty eritl w M <las tlre.Yp
Suite c"' fm erry airrreFb, b IM reaperulllty eF Kie Bolo Be.gmr pbo MlSd t SrcE
EMM1 Ciry, M0 n3045 Don n Mfennatlen s Jeb s pmm n s tlpe mtl M rM <ry
ALPpifi rrrAlpMrNr.cen, TPl rrrr.tpllst.enp, SBCAi rru.Pbc uslry.enpi 60 rrrlccsafr.onp
Commentary: Deflection and Camber
Camber may be built into trusses to compensate L = Span of Truss (inches)
for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches)
application of loads. Providing camber has the -------------------------------------------------------------------------
following advantages)
Recommended Truss Deflection Limits
• Helps to ensure level ceilings and floors after
dead loads are applied. Truss Type L/D Deflection Limits
• Facilitates drainage to avoid ponding on flat or Live Load Total Load
Low slope roofs. Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical)
® Compensates for different deflection Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical)
characteristics between adjacent trusses. Trusses
® Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical)
and other long spans that can appear to sag.' Roof Trusses
® Avoids 'dips' in roof ridelines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical)
from the gable to adjacent clear span trusses,
In accordance with ANSI/TPI 1 the Building Designer, Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical)
through the Construction Documents, shall provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal)
location, direction, and magnitude of all loads attributable
to ponding that may occur due to the design of the roof -------------------------------------------------------------------------
drainage system. The Building Designer shall also specify Truss Type Recommended Camber
any dead load, live load, and in-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Load
criteria for flat or low -slope roofs subject to ponding
loads.
Sloping Parallel 1.5 x Vertical Deflection from
The amount of camber is dependent on the truss type, Chord Trusses Actual Dead Load
span, loading, application, etceteras.
Floor Trusses (0,25 x Deflection from Live Load) +
More restrictive limits for allowable deflection and Actual Dead Load
slenderness ratio (L/D) may be required to help
control vibration. Flat Roof Trusses (0,25 x Deflection from Live Load) +
(1.5 x Design Dead Load Deflection)
The following tables are provided as guidelines fors"sss'"'°FM►
limiting deflection and estimating camber. Conditions or Note: Th �d may be considerably less than
codes may exist that require exceeding these
recommendations, or past experience may warrant using Q•rP• \C+ENu�'�C••r•(j
more stringent (imitations,
REF DEFLEC/CAMB
w•P!•ITANTw FIFMSII THIS BaAVBrG m Au rrMaxrms ucwnolG TNB =T ; y
Trus`„e pu"fadr°toMUarc'litr:ll�e.lM1Mauvvreanrplbn,srtlWpabrcra lnapdM`nIIn8lyMctoraqftN4etrmtl cNubprssemwseitlevserB.r gS1peIonpcpeNmlwIYmb �<.t�BsIB ,GtlroiSucp lio1bn1Ihneaoc
r, bttia0ob.m alM°l Iflrawornrt tIelesMa rlcucbormabP<t<tl erclatbtPemMororeaMPl„hi oaKanr. dse. tFaerpaf • swlseNrwI
l
.(�•y���
�
DATE 10/01/14 rcf aVIKAb�lt d�ma KA]
r.ttlw1podl I,-- ry .ttl tuplE OFP to na. Mostlru�AT DRWG DEFLCAMB1014
eons., B]B, t.
r eM a, Ot. er a 1=i iaomartl P- Polta
ra tiv% PoRBUCoPobe rPtlPtlALPI NEMb"NSI/Teor PPn
AN TW COMPANYFWmn
514 EarIM1 City Exrewy AL
Suite
EMM1 OCiryty045 im� b ble rrma.ueuty of fix ' pnrrDeclprirr qr ANSI/1P[ t Src2
, M083far rorr NFar err mis Job's d rgtea poq antl thew rrb slSeo
ALPDID --to-, TP4 wvtpNstoryl SBCM rar.sbcwA,stryury IGD aaasccsoirarp
SEQN: 259722/ HIPS
Ply: 1
Job Number: 21-0061
CueLR761 JRe1:1-7616013 Td /
FROM:
Oly: 1
/A GREAT HOME //OUVA MODEL G-LEFT
Drw o: 036.21.1624.34607
Truss Label: T4
AK / DF 02/05/2021
6'8"13 13' 17'2" 23'S"3 30'2"
6'8"13 6'3"3 4'2" 6'3"3 6'8"13
e 5X8 =5X5
T D E TI
6 t3X4 �3X4
i�
T
B G
A H �10
=4X4(B1) 1111.5X4 =3X4 =5X8 1111.5X4�4X4(B1)
30'2"
6'7"1 64"15 4'0"4 6'6"11 6'7"1
2 6'7"1 13' 17'0"4 23'6"15 2'
Loading Criteria (ps0 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): 0.118 K 999 360 Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.218 K 999 240 g 1265 /- /- 1726 /336 /227
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.057 1 - - M 1265 /- /- /726 /336 /-
EXP: B Kzt: NA HORZ TL
Des Ld: 37.00 ( ): 0.106 - - Wind reactions based on MW FRS
NCBCLL: 10.00 Mean Height: 15.00 ft Building Code: Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5
TCDL: 4.0 psf
Soffit: 2.00 psf FBC 7th Ed. 2020 Res. Max TO CSI: 0.690 M Brg W id[h = 8.0 Min Req = 1.5
MWFRS.0 Bearings B & G are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI Std: 2014 Max BC CSI: 0.774
Members not listed have forces less than 375#
Re Fac: Yes Max Web CSI: 0.437
Spacing: 24.0 " C&C Dist a: 3.02 h P Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwallI Any Chords Tens.Comp. Chords Tens. Comp.
Pl te;ype(.):
GCpi: 0.18 Plate Type(s):
Wind Dumtion:1.60 WAVE VIEW Ver: 20.02.01A.1209.11 B-C 1048-1933 E -F 924 -1468
Lumber CD 928-1475 F-G 1049 -1933
D - E 923 -1248
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs)
We
Chords Tens.Comp. Chords Tens. Comp.
Wind B- L 1644 -799 J-1 1642 -781
W ind loads based on MW FRS with additional C&C L - K 1642 -801 I - G 1644 -779
member design. K-J 1246 -512
Wind loading based on both gable and hip roof types.
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - K 332 -454 J - F 334 -458
IrN"
G�pS F(
O,. �cEnisF • �C
No. 648
ATE OF f•4�
�i t�ti' •�� O R 1� P���'k,
` JYAI
COA #
02/05/2021
ARNING"• READ AND FOLLOW ALL NOTES ON THIS DRAWING,
`•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabri tiny h ndlin 5hi ping, in$[alling and braCin Refer to ntl follow the I test editi n of BCSI (Building
Componengt S8fety Information, by Tf I and'S�CAI f�i sa practices to perforr ing then taunctioi Insta�ler shalPpr vide teovary
Prior
M
bracln r.BB SI, Unless noted otherwise, [oo ch rd s all ave �ropery attached stmctural s. eathin and bottolrlc ord. sha4have all ope y
adach� dri id CeiLn L cati0n5 5h wn for Finanen11 lateral restraiht of webs Shall hav braanp insf�Iletl r 6(:SI s notions 63, 87870,
App�r face,oQMs t o Defer
�s applicable. 4Pat8s to act antl position as shown above and'a
JoinFDeto,'s unless noto otherwise. to ALPINE
rawings 160A-Z fo s an and pate p0sltlons. efer to job's General Noes page for additional information.
tru no a division of ITW Buildin omponefnts Gro ,p Inc. @hall not be resPonsibl$ for any d1glation from this drawing, any failure to build the
truss in conformance with ANSI/ 1, or or hand�in� shi ping installs ion. an bracinnn o tmsses. A seal on this drawing or cover p��e
IISOn [m drawin Indica)ea acreptan f' pr f ssi 1 en�me@yin res n iydi s lZ 6750 Forum Drive
the design shown. The suitabdiry and use 0 is Suite 305
draviQngor any sBuclure Is the responscei6piry o1�1e �ui�ding'Designbr i5ec.o2.
peP�I�SI/TPI .
For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafa.or AWC: awc.o Orlando FL, 32821
Piggyback Detail - ASCE 7-16i 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160 Inph Wlnd, 30.00 ft Mean Hg{, ASCE 7-16, Enclosed Bldg lotted anywhere In oaf, Exp C, Wind OL= 5.0 Fp f (min), Kz{=LO.
Dr 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-16, Enclosed Bldg. located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0.
Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by shething or purllns. The building Engineer of Record shot
provide diagonal bracing or any
other suitable anchorage to permanently restrain purllns, nd In{ernl bracing for out of plane loads over gable ends.
Maximum truss spacing Is 24' o.c. detall Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads.
w Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications.
Detail A : Purlin Spacing = 24' o,c, or less
Piggyback intruss slant nailed to all top chord
12 Purim
gcuret wkh (2) 16dwith
box nulls gradeand scab
Up �12 (1 side my at each op chorand)h attached with crab
2 rows of 10d box nails (0.128'x3') at 4' o
4 2 Attach purUn cto the flat
using (2) 16d box n Ills(0. 35'x31top chortl
5 ).
ki�
Top Chord Scab (Typical Each End) Fiat top chord purllns required at both
ends and at 24' max o.c. spacing in between.
Detail B i Purlin Spacing > 24' o,c,
Piggyback cap truss slat nailed to all top chord purlin
(0.
bracing with (2) 16d box nails (0.135'x3.5') and secure top
chord wth 2x4 #3 grade scab (I side only at each end)
ttnchetl with 2 rows of 10d box .Its (0.128'0') at 4' ac.
12 Attach purlin bracing to the flat top chord
using a minimum of (2) 16d box nails (0.135'x3.5').
Up to 127 ii ii
i—Top Chord Scab (Typical Each End) CFull
hord Flat top chord p T �as -•L: V/71
Depth both ends, purlin p w) o. �J V-
Note, If purllns or sheathing are t specified on the flat top of th bus
truss, purllns must be Installed t 24' o and use Detail
arowa n l is Alas RRLBw ALL NBTES HM ll� HMVBfi ,y wap491fANTa FINaS11 IIBS HRA 10 ILL CQI121CTOtf OICLaHHIG TIE BKT : _ /e
Trusses rpJrc taSrcrw care m bane wnH, h tU slappma, InstNUnb aM tra<IrS Rrf
foUm tM1e latest etllwm of BC`„ (A,ad Cmpa I Safety InFmna<Im, b TPI mtl�SBtlCAn)� f s
prcctkas Arlo- !a perfernlrp esa tlm IVWIms sM1NI pravltlr Gryo-my aria bo L' ATE OF
aM1oll MveMmM1ar lyYt4cM1etl�bltl cNUnp.rr Locatlms storm farsp act mt IatmW stra •1�t,�-
(B I� cM1pll Mve tracinpl Inctallatl pm HCSI uc loot HB, HI BIB, a Unble. "Ply trc to ea /� w�
QI1 �O F irucc tl y tam M1p.n ve nd pn trK AIM Betalrc, Mlea notetl ptrKrNce. ,\( OP
I ILA peter to Ma.Fys 160.9-i inr stenaera plate posltims
Alpine, a tlNlelm of " HIt"' Cpnpments Group Inc email rwt be reepmdble Fm orry worse—
se —
AN ITW COMPANY the trtbna6 broil allure bulltl tAr truss h cmio-nancr NtA ANSI/TPI 1, or Fo- Nan
N A seW an tNs baNrq m�scever pope LLs<Yq i_W tresYp, YMrates saep<erce eP proPessbul
13)23 Riveryox Drive sPanstlltY salelY Fm tlw M 1M sUtabsltY aria m of <Iss trsNrp
Suite 200 far eery h tM r'eNarutlkY eF Hu dho Dewq pm N 71M[ I SscE
M,nl,W Heighm, MO 63043 Po- no-e Iniarnatlon see Mb Jab's Hiner tM1 aeb <ev
ALPpIp asanlpNam=conl TPH sa=tpllwto-al S.Y.ar41 ICo aaelccsafs.o-a
The top chord #3 grade 2x4 scab may be repanced
with either of the following, (1) 3X8 Trulox
plate attache d with (8) 0.120'x1.375' malls, (4)
Into cap TC 6 (4) Into base truss TC or (1) 28PB
wave pc
lggybk plate plated to the piggyback
Muss TC and attached to the base truss TC with
(4) 0.120'xl.375' nulls. Note, Nailing thru holes of
wave plate Is acceptable.
w In addition, provide connection
with one of the following methods,
Trulox
3Xt0 Trulox°`ltee f r 2 6 2x tl luro'rd meer hortl and
members. Attach to each face g 8'go c. with (4)
0.I20'xl.375' nails Into cap bottom chord and (4)
In base truss top chord. Trulox plates may be
staggered 4' oc. front to back faces.
APA Rated Gusset gg g
ets
(each falce).(Att Attach it 8'etl shithh(8) gdscomm
(0.113'x2') Its per gusset, (4)p In cap bottom
chorbenndt(a4) In d trussfront c back facesGusse;s may s ggere
2x4 Vertical Scabs
2x4 SPF 112, full chortl depth scabs (each face).
Attach 8 8' o.c. with (6) 1Od box nails (0.128'x3')
per scab, (3) In cap bottom chord and (3) In
base truss top hortl. Scabs may be staggered
4' oc
. front to back ices.
28PB Wave Piaavbnck Plate
pOne 28PB wave pltg�ggyback pate to each face
f brlcatlom. Attachelo su por%nae{russtwllhof
C4) 0.120'x1.375' malls per face per ply.
Plggyo ack pates may be taggered 4 o.c. front
to b ack faces.
ING 24,0'
PIGGYBACK
01/02/2018
PB160160118
Valley Detail - ASCE 7-16: 180 mph, 30'
Mean Height, Partially Enclosed, Exp, C, Kzt=1,00
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better.
Unless specified otherwise on engineer's sealed design, for vertical
Bot Chord 2x4 SP #2N or SPF #1/#2 or better.
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of
Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better.
web, same species and grade or better, attached with 10d box
(0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous
""Attach each valley to every supporting truss with-
Lateral Restraint applied at mid -length of web is permitted with diagonal
535# connection or with (1) Simpson H2.5A or
bracing as shown in DRWG BRCLBANC1014.
equivalent connector for
ASCE 7-16 180 mph. 30' Mean Height, Part. Enc.
Top chord of truss beneath valley set must be braced with,
Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00
properly attached, rated sheathing applied prior to valley truss
Or
installation,
ASCE 7-16 160 mph. 30' Mean Height, Part. Enc.
Or
Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00
Purlins at 24' o,c, or as otherwise specified on engineer's sealed design
Bottom chord may be square or pitched cut
Or
By valley trusses used in lieu of purlin spacing as specified on
as shown.
Engineer's sealed design.
Valleys short enough to be cut as solid triangular
members from a single 2x6, or larger as required, ■x■ Note that the purlin spacing for bracing the top chord of the truss
shall be permitted in lieu of fabricating from beneath the valley Is measured along the slope of the top chord,
separate 2x4 members,
++ Larger spans may be built as long as the vertical height does
All plates shown are Alpine Wave Plates, not exceed 14-0'.
2X4 4X4
12 3X4 Valle
12 Mnx. Spacing
2X4 X4
Pitched Cut Square Cut Stubbed Valley Optional Hip
8-0-0 max Bottom Chord Bottom Chord End Detail Joint Detail
Valley Valley
4X4
12
12 Max. I
7!!�(3IX3 6-0-0
1X3(Max Spacing)1X3 5X4/SPL X3 2X4
20-0-0 (++)
Supporting trusses at 24' o,c, maximum spacing.
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Partial Framing
Plan
40PSF REF VALLEY DET,
7PSF DATE 01/26/2018
0 PSF DRWG VAL180160118
0 PSF
SPACING 24.0'
Valley Detail — ASCE 7-16: 30'
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better.
Bot Chord 2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better.
x N Attach each valley to every supporting truss with)
(2) 16d box (0.135' x 3.5') nails toe -nailed for
ASCE 7-16, 30' Mean Height, Enclosed Building, Exp. C,
Wind TC DL=5 psf, Kzt = 1.00, Max. Wind Speed based on
supporting truss material at connection location:
170 mph for SP (G = 0.55, min,),
155 mph for DF-L (G = 0.50, min,), or
120 mph for HF & SPF (G = 0.42, min,).
Maximum top chord pitch is 10/12 for supporting trusses
below valley trusses.
Bottom chord of valley trusses may be square or
pitched cut as shown.
Valleys short enough to be cut as solid triangular
members from a single 2x6, or larger as required,
shall be permitted in lieu of fabricating from
separate 2x4 members.
Mean Height, Enclosed, Exp, C, Kzt=1,00
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of
web, same species and grade or better, attached with 10d box
(0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at mid -length of web is permitted with diagonal
bracing as shown in DRWG BRCLBANC1014.
Top chord of truss beneath valley set must be braced with,
properly attached, rated sheathing applied prior to valley truss
installation,
Or
Purlins at 24' o,c, or as otherwise specified on engineer's sealed design
Or
By valley trusses used in lieu of purlin spacing as specified on
Engineer's sealed design.
■xx Note that the purlin spacing for bracing the top chord of the truss
beneath the valley Is measured along the slope of the top chord,
++ Larger spans may be built as long as the vertical height does
not exceed 14-0'.
All plates shown are Alpine Wave Plates. 4X4
2X4
12 3X4 Valle
12 Max. F— Spacing
2X4 X4
Pitched Cut Square Cut Stubbed Valley Optional Hip
8-0-0 Max Bottom Chord Bottom Chord End Detail Joint Detail
Valle
4X4 yToe-nailed Valley
12 Corimmn T u e
12 Max. I at 2 o, .
�X3 ll S t121X3 6-0-010 Max, �<'� .�:'a 41X3 (Max Spacing)X41X3 SX4/SPL
GV" L Mon T usses Partial Framing
20-0-0 (++) O••.• \GENS at 2 ' o.c. Plan
Supporting trusses at 24' O.C. maximum spacing.
TC LL 30 30 40PSF REF VALLEY DETAIL
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