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�6 ALPINE
RN MCO.MNY
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32821
Phone: (800)755-6001
www.alpineitw.com
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FF9181070
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At
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Site Information: _ _. _._ _ _ _ _:•_ __ _
Pa
Customer., Central Florida Truss, Inc.
Job Number. 19-0376
Job Descd Lion: /OAKMONT CUSTOM HOMES / /CUSTOM HOME /ROAF RES
Address: 7683 Pelican Point Dr Port St Lucie, FL 34957
Job En ineerin
.Criteria:. _ - . •_ .
._ - _ - - - -
Design Code:
FBC 2017 RES
IntelllVIEW Version: 17.02.01A
JRef #: 1 WS37610004
Wind Standard:
ASCE 7-10 Wind Speed (mph): 160
Roof Load (pst): 20.00- 7.00- 0.00-10.00
Building T e:
Closed
Floor Load s : None
This package contains general notes pages, 106 truss drawing(s) and 3 detail(s).
.Item .;
Drawing Number -,
Truss
1
021.20.1124.18060
FT1
3
021.20.1120.25318
FT3
5
021.20.1120.20920
FT6
7
021.20.1120.20764
FT7
9
021.20.1120.20919
FT9
11
021.20.1120.23852
FT11
13
021.20.1120.24991
FT13
15
021.20.1120.24304
FT15
17
021.20.1120.23275
FT17
19
021.20.1120.21995
FT19
21
021.20.1120.22417
FT21
23
021.20.1124.28557
TF2
25
021.20.1120.20576
TF4
27
021.20.1120.24554
T1
29
021.20.1120.22183
T3
31
021.20.1120.24195
T5
33
021.20.1120.23197
T7
35
021.20.1120.26239
T9
37
021.20.1120.23306
T11
39
021.20.1120.25271
T13
41
021.20.1120.23758
T15
43
021.20.1120.22073
T17
45
021.20.1120.21964
T19
47
021.20.1120.21683
T21
49
021.20.1120.25724
T23
51
1 021.20.1120.20390
T25
Item
Drawing.Number
_Truss_
2
021.20.1124.20007
FT2
4
021.20.1120.22588
FT4
6
021.20.1120.26240
FT6
8
021.20.1120.24669
FT8
10
021.20.1124.19107
FT10
12
021.20.1120.21839
FT12
14
021.20.1120.20779
FT14
16
021.20.1120.26161
FT16
18
021.20.1120.20997
FT18
20
021.20.1120.23930
FT20
22
021.20.1120.20219
TF1
24
021.20.1124.38047
TF3
26
021.20.1120.20265
TF5
28
021.20.1120.20546
T2
30
021.20.1120.23867
T4
32
021.20.1120.24680
T6
34
021.20.1120.25381
T8
36
021.20.1120.20638
T10
38
021.20.1120.21278
T12
40
021.20.1120.20623
T14
42
021.20.1120.20312
T16
44
021.20.1120.23415
T18
46
021.20.1120.20749
T20
48
021.20.1120.21341
T22
50
021.20.1120.21029
T24
52
021.20.1120.26504
T26
Florida Certificate of Product Approval #FL1999 Printed 1/21/2020 11:53:53 AM
mw ""bM eeRwK* Sw"
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`�� ALPINE
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No 70773
�� r�
STATE OF Yj `
�i�'°F•• FiOR�OP•' (����
SS/ONA `1��
COA40-278
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32821
Phone: (800)755-6001
w .alpineitw.com
Site Information: .
Pa e.2:
Customer: Central Florida Truss, Inc.
Job Number: 19-0376
Job Descrf tion: /OAKMONT CUSTOM HOMES / /CUSTOM HOME /ROAF RES
Address: 7683 Pelican Point Or, Port St Lucie, FL 34957
Item
_Drawing, Number
_Truss -
53
021.20.1120.21512
T27
55
021.20.1120.21262
T29
57
021.20.1120.21575
T31
59
021.20.1120.20810
T33
61
021.20.1120.20607
T35
63
021.20.1120.20748
T37
65
021.20.1120.25943
T39
67
021.20.1120.21699
T41
69
021.20.1120.22869
T43
71
021.20.1120.21388
J1
73
021.20.1120.21403
J2
75
021.20.1120.20218
J4
77
021.20.1120.22479
J6
79
021.20.1120.26646
Kt
81
021.20.1120.21761
K3
83
021.20.1120.23103
K5
85
021.20.1120.20389
K7
87
021.20.1120.23134
C1
89
021.20.1120.23587
C3
91
021.20.1120.25911
C5
93
021.20.1120.25147
C7
95
021.20.1120.25131
C9
97
021.20.1120.20186
C11
99
021.20.1120.22418
C13
101
021.20.1120.20264
C15
103
021.20.1120.21075
C17
105
021.20.1120.22697
C19
107
BRCLBSUB0119
109
STRBRIBR1014
Item. I
_Drawing Number
Truss
54
021.20.1120.23743
T28
56
021.20.1120.21574
T30
58
021.20.1120.20404
T32
60
021.20.1120.21045
T34
62
021.20.1120.21137
T36
64
021.20.1120.21965
T38
66
021.20.1120.26457
T40
68
021.20.1120.24881
T42
70
021.20.1120.23883
T44
72
021.20.1120.20451
J1A
74
021.20.1120.23618
J3
76
021.20.1120.26114
J5
78
021.20.1120.24788
J7
80
021.20.1120.24460
K2
82
021.20.1120.21340
K4
84
021.20.1120.25490
K6
86
021.20.1120.22042
K8
88
021.20.1120.20420
C2
90
021.20.1120.23228
C4
92
021.20.1120.21684
C6
94
021.20.1120.21122
C8
96
021.20.1120.22807
C10
98
021.20.1120.21590
C12
100
021.20.1120.21215
C14
102
021.20.1120.25599
C16
104
021.20.1120.24320
C18
106
021.20.1120.24897
C20
10B
BRWEBLOK1014
Florida Certificate of ProductApproval #FL1999 Printed 1121/2020 11:63:53 AM
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 AF&PA. 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 131, 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 1310, 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.org.
Page 1 of 2
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.
Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot.
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.
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 immediate vertical Deflection, 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 CS] = 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(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.
References:
1. AF&PA: American Forest & Paper Association, 1111 19t" Street, NW, Suite 800, Washington, DC 20036;
www.afandpa.org.
2. ICC: International Code Council; www.iccsafe.org.
3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO
63043; www.alpineitw.com.
4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314; www.tpinst.org.
5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www.sbcindustry.co
Page 2 of 2
SEON: 158092
SY42
Ply: 1
Jab Number: 19-0376
Cust R781 JRef:1WS37610004 TM
FROWDEG
I
Oly: 15
/OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES
DrwNo: 021.20.1124.18060
Tress Label: FT7
SSB / FV 01/212020
T
A
1
5'10"
5'10"
F, 2,6„
(TYP)
7'10"
2'
=3X3 1111X4 1111X4 =3X3
=6X6 =3X3 =5X5 =5X5 =3X3 =6X6
AB C D E F G H I J KL
III X4 =4X4 �3X3 =5X05 = X5 �3)(3 �4X4 1111 4
Loading Criteria (par)
TCLL: 40.00
TCDL: 20.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 65.00
NCBCLL: 10.00
Soft: 0.00
Load Duration: 1.00
Spacing: 24.0"
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP 02;
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt NA
Mean Height NA It
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA It
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Additional Notes
Refer to General Notes for additional information
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
13'8"
Snow Criteria (PO.Pf In PSF)
DefI/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/de0 L/#
Pf: NA Ce: NA
VERT(LL): 0.085 G 999 48(
Lu: NA Cs: NA
VERT(CL): 0.158 G 999 36(
Snow Duration: NA
HORZ(LL):-0.017 S - -
HORZ(TL): 0.036 S - -
Code I Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.934
TPI Std: 2014
Max BC CSI: 0.645
Rep Fac: Yes
Max Web CSI: 0.274
FT/RT:12(0)/5(0)
Plate Type(s):
WAVE
VIEW Ver. 17.02.01A.1115.21
No 70773
STATE OF ,/�W
A �L ORIOP;
C0A#0-2 s'//,/A�3/S/ONAL
//l1111111\\
01/21/2020
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ IR- /Rh /Rw /U /RL
A 885 A 1- A A 1-
K 885 /- /- /- A /-
A Big Width = 3.0 Min Req = 1.5
K Brig Width = 3.0 Min Req = 1.5
Bearings A & K are a dgid surface.
Members not listed have forces less than 375#
Maximum Top Chard Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens, Comp.
B-C 0 -575 G-H 0 -1531
C-D 0 -644 H-1 0 -1302
D-E 0-1302 I-J 0 -544
E-F 0-1531 J-K 0 -575
F-G 0-1535
Maximum Sot Chord Farces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
S-R 1084 0 P-O 15M 0
R- 0 1506 0 O- N 1084 0
O-P 1535 0
Maximum Web Forces Per Ply (the)
Webs
Tens.Comp.
Webs
Tens. Comp.
B-S
971 0
P-H
461
-113
S-D
0 -916
H-0
0
-395
D-R
394 0
0-1
394
0
R-E
0 -395
I-N
0
-916
E-0
461 -113
N-K
971
0
LOW ALL NOTES ON THIS DRAWINGI
TOALL CONTRACTORS INCLUDING THE INSTALLERS
ping, installing and bracing.Refer to and follow the latest edition of
ty practices pnorto performing these functions. Installers shall prof
have properly attached structural sheathin and bottom chord shall
,ral restraint of webs shall have bracinn ins Had per BCSI sections
don as shown above and on the Joint Details, unless noted otherw
o°�in
ALPINE
uildtte
huildgqthe
suiTahility
6750 Forum Drive
Suite 305
.s o.om
Orlando FL, 32821
SEQN: 158089 SY42 Ply: 1 Job Number: 19-0376 CvM:R761 JRetlWS37e10004 TO
FROM:DEG Dry: 6 /OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES DmMo: 021.20.1124.20007
Truss Label: FT2 SSB / FV 0121/2020
T
m
1
6'2"10 i 10 I 14'3"4
6'2"10 2610"10
(TYP)
=3X3 =3X3 =3X3
�6X6 =3X3 1111X4 IIIi
AB C D E F G H
1111X4 =4XX4 =3X3 =3X3 =3X3
14'3"4
3X3 =4X5
I J
jN
M L K
=3X3 =4X4 m2XA
Loading Criteria (ps0
Wind Criteria
Snow Criteria (Pg,Prin PS
DefUCSl Criteria
TCLL: 40.00
Wind Sid: NA
Pg: NA Ct: NA CAT: N
PP Deflection in loc L/defl L/#
TCDL: 20.00
Speed: NA mph
Pf: NA Ce: NA
VERT(LL): 0.092 F 999 480
BCLL: 0.00
Enclosure: NA
Lu: NA Cs: NA
VERT(CL): 0.174 F 959 360
BCDL: 5.00
Category: NA
Snow Duration: NA
HORZ(LL):-0.018 Q - -
Des
EXP: NAKzt NA
HORZ L 0.038 Q
)
Cade I Misc Criteria
.00
NCBCLL: 10.00
Mean Height NA it
Creep Factor.2.0
NA psf
Soffit 0.00
BCDL: NA pat
Bldg Code: FBC 2017 RES
Max TC CSI: 0.965
Load Duration: 1.00
MWFRS Parallel Dist NA
TPI Std: 2014
Max BC CSI: 0.688
Spacing: 24.0"
C&C Dist a: NA It
Rep Fac: Yes
Max Web CSI: 0.286
Loc. from endwall: NA
FT/RT:12(Oy5(0)
I: NA GCpi: NA
Plate Type(s):
VIEW Ver. 17.02.01A.1115.21
Wind Duration: NA
WAVE
Lumber
Top chord: 4x2 SP 42;
Bot chord: 4x2 SP 92;
Webs: 4x2 SP #2;
Additional Notes
Refer to General Notes for additional information
+2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up
01/21/2020
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
A 916 /- /- A /- /-
K 936 /- /- /- P P
A Brig Width =3.0 Min Req=1.5
K Big Width =7.3 Min Req= 1.5
Bearings A & K are a dgid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Camp. Chords Tens. Comp.
B-C 0 -600 F-G 0 -1647
C-D 0 -568 G-H 0 -1640
D-E 0-1369 H-1 0 -1299
E-F 0-1642 I-J 0 -515
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
Q-P 1132 0 N-M 1561
P-O 1586 0 M-L 1023
O-N 1647 0
Maximum Web Forces Per Ply (Ibs)
Webs
Tons.Comp.
Webs
Tens. Comp.
B-Q
1013 0
H-M
0
-472
Q-D
0 -959
M-1
497
0
D-P
427 0
I-L
0
-916
P-E
0 -391
L-J
932
0
E-O
405 -60
J-K
0
-909
N-H
459 -11
failure to build the
l or cover pa
n. The sinAt.lity
ALPINE
u xmwwr
6750 Forum Drive
Suite 305
Orlando
FL, 32821
SEON: 1474281 SY42 I Ply: 1 1 Job Number: 19-0376 Cust: R761 JRef:1WS3791oep4 T3 /
FROW DEG Oty: 5 /OAKMONT CUSTOM HOMES //CUSTOM HOME /ROAF RES D=: 021.20.112025318
Truss Label: Ff3 AK / WHK 01/21/2020
Loading Criteria (ps0
TCLL: 40.00
TCDL: 20.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 65.00
NCBCLL: 10.00
Soffit 0.00
Load Duration: 1.00
Spacing: 24.0"
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP 92;
2'0"10 4'0"10 511"4
I+ 2' 1'1010
Y T �— P6„2 ---�
(TYP)
�
-=3X3 1111X4 =31X
AB E C D
1 5'11"4
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt NA
Mean Height NAft
TCDL: NA pal
BCDL: NA Pat
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Additional Notes
Refer to General Notes for additional information
Truss must be installed as shown with top chord up.
FURNISH
Snow Criteria (Pg.Pf In PSF)
Pg: NA Ct NA CAT: N)
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:12(0)/5(0)
Plate Type(s):
WAVE
I
yB
Def1/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc Udell Li#
Gravity Non -Gravity
VERT(LL): 0.020 C 999 480
Loc R+ / R- / Rh / Rw / U / RL
VERT(CL): 0.038 C 999 360
A 375 /- F P !- /-
HORZ(LL):-0.0101 - -
G 378 /-/-
HORZ(TL): 0.018 1 - -
A Big Width = 3.0 Min Req = 1.5
Creep Factor. 2.0
G Big Width = 7.3 Min Req = 1.5
Max TC CSI: 0.310
Bearings A & G are a rigid surface.
Max BC CSI: 0,204
Members not listed have forces less than 375#
Max Web CSI: 0.108
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B-I 375 0 H-E 381 0
VIEW Ver. 17.02.01A.1115.21
\\`4L��apyDO �jti�sG�G
No 70773
' STATE OF • ��
COA90-2 8
0121/2020
ALL NOTES ON THIS DRAWING[
d-L CONTRACTORS INCLUDING THE INSTALLERS
installing. and bracingRefer to and follow the latest edilic
achces poor to performing these functions. Installers shall
properly attached structural sheathing antl bottom chord s
slraint of webs shall have bman installed per BCSI sect
as shown above and on the Join Details, unless noted otl
ALPINE
W m
Suite Forum Drive
305
Suite 3o5
Orlando FL, 32821
SEDN: 147431/ SY42 I Ply: 1 Job Number. 19-0376 Cust R791 JRet1WS376lW04 T58 i
FROWDEG Dry: 4 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNo: 02120.1120.22588
Truss Label: FT4 AK / WHK 0112M020
Loading Criteria (ps0
TCLL: 40.00
TCDL: 20.00
BCLL: 0.00
BCDL: 5.00
Des Lit 65.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0"
Lumber
2'0'"10 4'0"10 ' � 6'11"8
I-' 2'0y6 2, I 2014
Y"1 �— 1'6"2 ---4 i— 2,6"6
=5X5 =3X3 =3X3 =3X4
AB C D E
Wind Criteria
Wind Bid: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt NA
Mean Height NA it
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #2;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
Refer to General Notes for additional information
Maximum panel length exceeds 30". TPI allows
non-beadng partition walls to be supported at any
poinlwhen panels are 30" or less.
Truss must be Installed as shown with top chord up.
I H
=3X3 III1X4
6'11"8—
Snow Criteria (Pg,Pf In PSF)
Pg: NA Ct NA CAT:
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fac: Yes
FT/RT:12(0)/5(0)
Plate Type(s):
WAVE
01/21/2020
G F
=3X3 1112X4
Deti/CSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): 0.038 H 999 480
VERT(CL): 0.071 H 999 360
HORZ(LL): 0.021 G - -
HORZ(TL): 0.039 G - -
Creep Factor. 2.0
Max TC CSI: 0.525
Max BC CSI: 0.464
Max Web CSI: 0.152
VIEW Ver. 17.02.01A1115.21
911'
N
I
y + 8'2"
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 441 /- P A P /-
F 461 /- /- /- P P
A Big Width =3.0 Min Req=1.5
F Brg Width =- Min Req = -
Bearing A is a rigid surface.
Members not listed have forces less than 3759
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B-1 538 0 E-F 0 -442
failure to build the
n r The auagbllity
ALPINE
/IIIIV/C
6750 Famm Ddve
Suite 305
Orlando FL, 32821
SEON: 1474391 SY42 Ply: 1 I Job Number: 19-0376 Cust R7a1 JRef:1WS37610004 T22 i
FROM: DEG City: 5 /OAKMONTCUSTOM HOMES//CUSTOM HOME/ROAF RES D;wNo: 021.20.112020920
Truss Label: FT5 AK / WHK 01/21/2020
Loading Criteria (ps0
TOLL: 40.00
TCDL: 20.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 65.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0"
2' 4'4"10 6'4"10 93"8
r 2• 2§10 { Y -{- 2
)-- 1'6"12 -- �-- 2'0"14 ----j tl- 1 14'-I � - 1'3" --{
=3X3
===1X4
�4X7
=-3X3
1111X4 =3X3
=3X4
A
B
C
D E
F
fV
1 }B
VTi
8.2.
N M
K J
I H
G
amX4 4X4
L
=3X3 101.5X4
sa3X3 =3X3
1112X4
III
04X4
�-1'a,
7.7'8—�
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt NA
Mean Height NA It
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C8C Dist a: NA It
Loc. from endwall: NA
I: NA GCpI: NA
Wind Duration: NA
Top chord: 4x2 SP #2;
Bot chord: 42 SP 2250f-1.9E;
Webs: 4x2 SP #2;
Hangers 1 Ties
(J) Hanger Support Required, by others
Additional Notes
Refer to General Notes for additional information
This truss spaced @ 24.0" oc supports addiflonal
Concentrated load at left end from 9.50' stud wall
(13.75 PSF) supporting 6-0-0 roof spans with 1-"
overhang. Roof load: 20.00 psf LL and 17.00 psf DL
Truss must be installed as shown with lop chord up.
Note: Truss not designed to be installed in reverse
orientation. Truss must be installed as shown.
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 fabricatofs truss layout
"IMPORTANT"
9'3"8
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: W
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fee: Yes
FT/RT:12(0)/5(0)
Plate Type(s):
WAVE
01/21/2020
Def11CSl Criteria
PP Deflection in loc Udell L#t
VERT(LL): 0.050 D 999 480
VERT(CL): 0.111 D 759 360
HORZ(LL):-0.036 A - -
HORZ(TL): 0.081 A - -
Creep Factor. 2.0
Max TC CSI: 0.913
Max BC CSI: 0.516
Max Web CSI; 0.192
VIEWVer. 17.02.01A.1115.21
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
L 1447 /- /- /- /- /-
G 371 /- /-/-
L Big Width = 8.0 Min Req = 1.5
G Brg Width =- Min Req = -
Bearing L is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chard Forces Per Ply (Ibs)
Chords Tens.Comp.
B-C 451 -84
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens, Comp.
M-L 0 -647 L-K 0 -647
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-M 0 -769
M-B 681 0
B-L 0-1299
failure to build the
B-K 574 0
K-C 0 -764
ALPINE
.xmvmre
SEQN: 1474461 SY42 I Ply: 1 I Job Number: 19-0376 Cust R761 JRer.1WS37e10004 T59 /
FROM: DEG Cry: 5 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNo: 021.20.112026240
Truss Label: FTfi I AK / WHK 01212020
9'2"4
9'2"4
F-26
1'3"1�
2'6"8
i 1
(TYP)
�W=3X4
�3X3
=5X6 =4X4
=3X3 =3X3 1111.5X4
=3X3 =3X3
=4X4 =6X6
A B
C D E F
G H
I J KL
,,,
T9.
N
m
82
V
U T S R
Q P
O N M
1112X4 =5X5
=4X4 =3X3 =3X3
1111.5X4 =3X3
=4X4 =5X5 1111.5X4
W=3X5
Loading Criteria (ps0
Wind Criteria
TCLL: 40.00
Wind Std: NA
TCDL: 20.00
Speed: NA mph
BCLL: 0.00
Enclosure: NA
BCDL: 5.00
Category: NA
EXP: NAKzt NA
Des Ld: 65.00
Mean Height NA ft
NCBCLLt 10.00
TCDL NA psf
Soffit 0.00
BCDL: NA psf
Load Duration: 1.00
MWFRS Parallel Dist: NA
Spacing: 24.0"
C&C Dist a: NA it
Lac. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Tap chord: 4x2 SP #2; T2 4x2 SP 2250f-1.9E;
Bol chord: 4x2 SP #2; B2 4x2 SP 2250f-1.9E;
Webs: 4x2 SP #2;
Additional Notes
Refer to General Notes for additional information
+2)(6 continuous strongback. See detail
STRBRIBRIO14 for bracing and bridging
recommendations.
Maximum panel length exceeds 30". TPI allows
non -bearing partition walls to be supported at any
pointwhen panels are 30" or less.
Truss must be installed as shown with top chord up.
19'3"4
Snow Criteria (Pg,Pf in PSF)
D@BICSI Criteria
♦Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L##
Gravity Non -Gravity
Pf: NA Cc: NA
VERT(I-Q: 0.191 F 999 480
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.320 F 707 360
W 1261 /- /- P A /-
Snow Duration: NA
HORZ(LL): 0.035 B - -
K 1241/-
HORZ(TL): 0.063 B - -
W Brg Width = 7.3 Min Req = 1.5
Code /Misc Criteria
Creep Factor. 2.0
K Brg Width=3.0 Min Req=1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.963
Bearings W & K are a rigid surface.
TPI Sld: 2014
Max BC CSI: 0.659
Members not listed have forces less than 375#
Rep Fac: Yes
Max Web CSI: 0.4a9
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
FT/RT:12(0)/5(0)
Plate Type(s):
A-B 0 -729 F-G 0 -3062
WAVE
VIEWVer. 17.02.01A.1115.21
B-C 0-1952 G-H 0 -2778
C-D 0-2718 H-1 0 -2075
D-E 0-2718 I-J 0 -820
E-F 0-3058 J-K 0 -85B
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
V-U 1453 0 R-Q 3D62 0
U-T 2434 0 Q-P 3DS0 0
T- S 2434 0 P- O 2507 0
S-R 2978 0 O-N 1624 0
01/21/2020
INSTALLERS
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
A-W
0-1250
E-R
452 -149
A-V
1318 0
G-P
0 -665
V-B
0-1305
P-H
555 0
B-U
901 0
H-O
0 -780
U-C
0 -868
0-1
814 0
C-S
513 0
I-N
0 -1380
S-E
0 -468
N-K
1448 0
ALPINE
�`re 6750 Foram Drive
Suite 305
Orlando FL. 32821
SEQN: 1474531 SY42 I Ply. 1 Jab Number: 19-0376 Cust R761 JR&AWS37610004 T68 )
FROM:DEG Qty: 11 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNa: 021.20.1120.20764
Truss Label: FT7 AK / WHK 01/21/2020
T"1�— 2,6" 1'9„t2
(TYP)
=
=6X6 3X3=4X4
AB C D
T
m
1
11115X4 =5X5 =4X4
Loading Criteria (ps0
TCLL: 40.oa
TCDL: 20.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 65.00
NCBCLL: 10.00
Soffit 0.00
Load Duration: 1.00
Spacing: 24.0"
�3X3 =3X3
E F
Wind Criteria
Wind Sid: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt NA
Mean Height NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NAft
Loc from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Top chord: 4x2 SP 02; T1 4x2 SP 2250f-1.9E;
Bot chord: 4x2 SP 2250f-1.9E;
Webs: 4x2 SP #2;
Additional Notes
Refer to General Notes for additional Information
+2x6 continuous stmngback. See detail
STRBRIBR1014 for bracing and bridging
recommendabons.
Truss must be installed as shown with top chord up.
9'4"4
2'
=3X3 1111.5X4 =3X3
G H I
17'8"
8'3"12
III1.5X4 1111. X4 =3X4 =4X4
=3X3
live-1Y
Snow Criteria(Pe.Pf In PSF)
Def#CSI Criteria
Pg: NA Ct NA CAT: NA
PP Deflection in loc Udefl L/#
Pf: NA Ce: NA
VERT(LL): 0.159 G 999 48(
Lu: NA Cs: NA
VERT(CL): 0.264 G 791 36(
Snow Duration: NA
HORZ(LL):-0.024 L - -
HORZ(TL): 0.040 L - -
Code lMiss Criteria
Creep Factor. 2.0
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.884
TPI Std: 2014
Max BC CSI: 0.579
Rep Fac: Yes
Max Web CSI: 0.373
FT/RT:12(0)/5(0)
Plate Type(s):
WAVE
VIEW Ver. 17.02.01A7115.21
as
\\`4�-'NoppDO
01/21/2020
=3X3
=4X4 =6X6
J K LM
O N
=5X5 1111.5X4
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ IR- /Rh IRw /U /RL
A 1145 /- P P /- P
L 1145 P P /- P P
A Brg Width = 3.0 Min Req = 1.5
L Brg Width = 3.0 Min Req = 1.5
Bearings A & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-C 0 -783 G-H 0 -2482
C-D 0 -747 H-1 0 -2482
O-E 0-1863 1-1 0 -1863
E-F 0-2473 J-K 0 -746
F-G 0-2595 K-L 0 -783
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
V-U 14BO 0 R-Q 2597 0
U-T 2230 0 Q-P 2231 0
T- S 2592 0 P- O 1480 0
S - R 2595 0
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
B-V
1322 0
G-Q
94 -462
V-D
0-1257
Q-1
438 0
D-U
690 0
I-P
0 -663
U-E
0 -651
P-J
692 0
E-T
543 0
J-O
0 -1256
T-F
0 -631
O-L
1321 0
INSTALLERS
ow the latest edition of BCSI (Building
is Installers shall Gorowde temporary
nd bottom chord aFlall have a properly
led per BCSI sections B3, B7 or 10.
s, unless noted otherwise. Refer to
ALPINE
NE
u nnos am
6750 Forum Drive
Suite 305
Orlando FL, 32821
Job Number. 19-0376 C61
IFROWDEG62/ SY42 QIy: 9 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DemNo702120.112024559 04 WeFF Tress Label: FTe AK / WHK 0M1/2020
T
ce
1
Loading Criteria (ps0
TCLL: 40.00
TCDL: 20.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 65.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0"
7'6"13 _ 1 _ 9'613 12'4" _ 1
7'6"13 2' 2'9"3
2'6" 2'0"5 -1 I 27" 1--I
(TYP)
=3X3 �3X3
=6X6 =3X3 =3X3 =3X3 =3X3 =6X6
AB C D E F_ G H I J
1111X4 =4X04
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height NA it
TCDL: NA psf
BCDL: NA Pat
MWFRS Parallel Dist: NA
C&C Dist a: NA R
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord: 4/2 SP #2; T1 4x2 SP 2250f-1.9E;
Bot chord: 4x2 SP 2250f-1.9E;
Webs: 4x2 SP #2;
Additional Notes
Refer to General Notes for additional information
+2x6 continuous strongback See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
=3X3 1111.5X4 1112X4 =4X4 1111X4
=3X3
12'4"
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L#t
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.160 F 907 480
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.270 F 536 360
A 799 /_ /_ /_ /_
Snow Duration: NA
HORZ(LL):-0.035 O - -
1 799 /-/-
HORZ(TL): 0.061 0 - -
A Brg Width = 3.0 Min Req = 1.5
Code / Misc Criteria
Creep Factor. 2.0
1 Brg Width = 3.0 Min Req = 1.5
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.646
Bearings A & I are a rigid surface.
TPI Std: 2014
Max BC CSI: 0.788
Members not listed have tomes less than 375#
Rep Fac: Yes
Max Web CSI: 0.262
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
FT/RT:12(0)/5(0)
Plate Type(s):
B -C 0 -505 F -G 0 -1050
WAVE
VIEWVer. 17.02.01A.1115.21
C-D 0 -475 G-H 0 -508
D-E 0-1120 H-1 0 -550
E-F 0-1210
01/21/2020
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
O- P 949 0 N- M 1050 0
P- O 1277 0 M- L 1037 0
O - N 1063 0
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens, Comp.
B-0
SW 0
M-G
429 0
0-D
0 -S00
G-L
0 -1058
O-F
450 0
L-I
928 0
F-N
0 -448
ALPINE
µ�
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 1474591 SY42 Ply: i I Job Number. 19-0376 Cust R761 JRetlV537010004 773 /
FROWDEG Qty: 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNo: 021.20.1120.20919
Truss Label: FT9 AK / WHK 0121/2020
T
91
7'6"13 9'6"13 14'3"7
7'6"13 2' 4'8"10
t1� 2'6"
2'0"5
�— 1'6"14
11
�P)
=3X3
=3X3
=6X6 =3X3
=3X3 =3X3
1111X4 =4X4
=6X6
AB C D
E F
_ G H I
J K
1111X4 �4X4 =3XX3=3X31111X4 = X5 =4X4 1111X4
Loading Criteria (psi)
TOLL: 40.00
TCDL: 20.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 65.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0"
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt NA
Mean Height NAft
TCDL: NA psf
BCDL: NA psi
MWFRS Parallel Dist: NA
C&C Dist a: NA it
Lac. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord: 4x2 SP #2; T1 4x2 SP 2250f-1.9E;
Bot chord: 4x2 SP 2250F7.9E;
Webs: 02 SP 92;
Additional Notes
Refer to General Notes for additional information
+2x6 continuous stmngbacic See detail
STRBR1BR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
14'3"7
Snow Criteria (Pg,PHn P5F)
DefOCSI Criteria
♦ Maximum Reactions (Ibs)
Pgi NA Ct NA CAT: NA
PP Deflection in loc Udell L/#
Gravity Nan -Gravity
Pf: NA Ce: NA
VERT(LL): 0.151 F 999 400
Loc R+ / R- / Rh l Rw / U / RL
Lu: NA Cs: NA
VERT(CQ: 0.256 F 652 360
A 919 /- /- /_ /_ A
Snow Duration: NA
HORZ(LL):-0.031 R - -
J 932 A P A/-
HORZ(TL): 0.055 R - -
A Brg Width = 3.0 Min Req = 1.5
Code! Misc Criteria
Creep Factor.. 2.0
J Brg Width =4.2 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC C51: 0.742
Bearings A 8 J are a rigid surface.
TPI Sid: 2014
Max BC CSI: 0.677
Members not listed have forces less than 375#
Rep Fac: Yes
Max Web CSI: 0.286
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
FT/RT:12(0)/5(0)
Plate Type(s):
B-C 0 -601 F-G 0 -1574
WAVE
VIEW Vec 17.02.01A.1115.21
C-D 0 -569 G-H 0 -1562
D-E 0-1378 H-1 0 -549
E-F 0-1639 I-J 0 -579
0121/2020
Maximum Sot Chord Fames Per Ply (Ibs)
Chords Tens.Comp. Chards Tens. Comp
R-Q 1132 0 O-N 1574 0
O-P 1610 0 N-M 1133 0
P-O 1582 0
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
B-R
1014 0
N-H
741 0
R-D
0 -958
H-M
0 -1000
D-Q
443 0
M-J
977 0
Q-E
0 -417
allure to build the
or cover pa e„
. The aui bility
ALPINE
u�mvoru+"r
Suite Forum Drive
Suite305
Orlando FL, 32821
158083 SY42 I Ply: M
DEG Qty: 9
I"? -- 76" --
(TYP)
=3X3
�6X6 =3X3
AB C D
11115X4 �4X6
Job Number: 19-0376
/OAKMONT CUSTOM HOMES / /CUSTOM HOME /ROAF RES
Truss Label: FT70
13 9'2"13 �
13 + 2
1,8"5 - i i- 1'8"6
�3X3 �3X3
E F
=3X3 Q III15 X
=3X3 4
16,31,11
Loading Criteria (psq
Wind Criteria
TCLL: 40.00
Wind Std: NA
TCDL: 20.00
Speed: NA mph
BCLL: 0.00
Enclosure: NA
BCDL: 5.00
Category: NA
EXP' NAKzt NA
Des Ld: 65.00
Mean Height: NA 1t
NCBCLL: 10.00
TCDL: NA psf
Soffit: 0.00
BCDL: NA pad
Load Duration: 1.00
MWFRS Parallel Dist: NA
Spacing: 24.0"
C&C Dist a: NAit
Loa from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chard: 4x2 SP 2250f-1.9E; T2 4x2 SP #2;
Bat chard: 4x2 SP 2250f-1.9E;
Webs: 4x2 SP 92;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
Refer to General Notes for additional information
+2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
=3X3
G
�3X3
H
i761 JRef.1VJS37610004 T65
>: 021.20.1124.19107
/ FV OM/21/2020
16'3"11
7'0"14
=4X4 =4X6
I J
1111.5DX4 N =-4X4 =4X5 1112X4
=3X3
Snow Criteria (Pg.Pf in PSF)
DefyCSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.110 F 999 480
Lac R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CQ: 0.192 F 994 360
A 1049 /- /- /- !- A
Snow Duration: NA
HORZ(LL):-0.018 J - -
K 1068/-
HORZ(TL): 0.037 S - -
A Brg Width = 3X Min Req = 1.5
Code / Misc Criteria
Creep Factor. 2.0
K Brg Width =- Min Req = -
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.809
Bearing A is a rigid surface.
TPI Sid: 2014
Max BC CSI: 0.464
Members not listed have forces less than 375#
Maximum Top Chord Fames Per Ply (Ibs)
Rep Fac: Yes
Max Web CSI: 0.336
Chords Tens.Comp. Chords Tens. Comp.
FT/RT:12(Ou5(0)
Plate Type(s):
B-C 0 -706 F-G 0 -2172
WAVE
VIEW Ver: 17.02.01A.1115.21
1 C-D 0 -671 G-H 0 -2039
D-E 0-1655 H-1 0 -1564
E-F 0-2074 I-J 0 -601
01/21/2020
INSTALLERS
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
S-R 1333 0 O-N 2170 0
R-Q 1961 0 N-M 1909 0
O-P 2172 0 M-L 1198 0
P - O 2172 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
B-S
1191 0
N-H
414 0
S-D
0-1130
H-M
0 _622
D-R
580 0
M-1
659 0
R-E
0 -552
I-L
0 -1077
E- Q
383 0
L- J
1087 0
Q-F
26 -455
J-K
0 -1038
G-N
0 -513
ALPINE
NE
µm �.
6750 Forum Drive
Suite305
Orlando FL, 32821
SEQN: 1474801 SY42 Ply: 1 Job Number: 19-0376 Cust R761 JRefaWS37910004 TN I
FROWDEG Cty. 4 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNo: 021.20.112023852
Truss Label: FT11 I AK / WHK 01/21/2020
Loading Criteria (ps0
TCLL 40.00
TCDL: 20.00
BCLL: 0.00
BCDL: 5.00
Des Let 65.00
NCBCLL: 10.00
Soffit 0.00
Load Duration: 1.00
Spacing: 24.0"
1
— � 2
2
(TYP)
11'
=
�7X6�3X3 =4X4 3X3
=3X3 =3X3 �5X5
AB C D E F G HI
i i MEAN
lim N
1111X4 =5X05 N =4X4 =3X3 =4X4 Ill1X4
1111.5X4
Wind Criteria
Wind Sid: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt NA
Mean Height NAft
TCDL: NA psf
BCDL NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA It
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord: 4x2 SP #2; T7 4x2 SP 2250f-1.9E;
Sot chord: 4x2 SP 22501-1.9E;
Webs: 4x2 SP #2;
Additional Notes
Refer to General Notes for additional information
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Snow Criteria (POPf in PSF)
Deft/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct NA CAT: NA
PP Deflection in loc L/de0 L#t
Gravity Nan -Gravity
Pf: NA Ce: NA
VERT(LL): 0.195 D 662 480
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.317 D 406 360
A 712 /-
Snow Duration: NA
HORZ(LL): 0.040 K -
H 712 A P P P A
HORZ(TL): 0.066 K - -
A Big Width =3.0 Min Req=1.5
Code / Misc Criteria
Creep Factor. 2.0
H Brg Width = 3.0 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.629
Bearings A & H are a rigid surface.
TPI Sid: 2014
Max BC CSI: 0.866
Members not listed have forces less than 375#
Rep Fac: Yes
Max Web CSI: 0.376
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
FT/RT:12(0)/5(0)
Plate Type(s):
B-C 0 -650 E-F 0 -934
WAVE
VIEW Ver. 17.02.01A.1115.21
C-D 0 -W8 F-G 0 -408
D-E 0 -895 G-H 0 -436
01/21/2020
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
O-N 668 0 M-L 1036 0
N-M 685 0 L-K 817 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B-O 1331 0 D-M 609 0
C-O 0 -708 F-K 0 -687
N-D 0 -536 K-H 735 0
ALPINE
/NIIM'@/MIY
6750Forum Drive
Suite305
Orlando FL, 32821
SEON: 147476/ SY42 Ply: 1 Job Number: 19-0376 Cusc R7Bl JRef:1WS37010004 TU )
FROM: DEG City: 3 /OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES DrMNo: 021.20.1120.21839
Truss Label: FT12 AK / WHK 01212020
Loading Criteria (psg
TCLL: 40.00
TCDL: 20.00
BCLL: 0.00
BCDL: 5.00
Des Lit 65.00
NCBCLL: 10.00
Soffit 0.00
Load Duration: 1.00
Spacing: 24.0"
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #2;
116" + 3'6"
1'6" 2'
Yi�-iva
(TYP)
�3X3 =3X3
=5X5 1111.5X6 1111.5X6 =5X5
AB C D E F GH
811'
N
i 1
L K J I
1IAX4 �3X3 =3X3 1111X4
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
FRCP: NAKzt NA
Mean Height NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loa from endwall: NA
I: NA GCpt NA
Wind Duration: NA
Additional Notes
Refer to General Notes for additional information
Truss must be installed as shown with top chord up.
Snow Criteria (PoPr in PSF)
Pg: NA Ct: NA CAT: N/
PE NA Cc: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fac: Yes
FT/RT:12(0U5(0)
Plate Type(s):
WAVE
as
DefUCSI Criteria
PP Deflection in lac L/defl LN
VERT(LL): 0.009 C 999 480
VERT(CL): 0.015 C 999 360
HORZ(LL): 0.000 F - -
HORZCrL): 0.001 F - -
Creep Factor. 2.0
Max TC CSI: 0.199
Max BC CSI: 0.083
Max Web CSI: 0.097
VIEWVer. 17.02.01A.1115.21
01/21/2020
No 70773 *
♦ ;jr_
STATE OF /�ZZ
`
RIOR�aP' G2��
IONA�
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
A 322 A /- /- A A
G 322 A /- A /- A
A Brg Width =3.0 Min Req=1.5
G Brg Width = 3.0 Min Req = 1.5
Bearings A & G are a dgid surface.
Members not listed have forces less than 375#
INSTALLERS
0w the latest edition of EICSI (Building
is. Installers shall provide temporary
nd bottom chortl shall have a proppery
ad per BCSI sections B3, B7 or 610y
unless noted otherwise. Refer to
A ILP NE
. nv`c m
6750 Foram Drive
Suite 305
Odando FL, 32821
SEQN: 1474851 SY42 Ply: 1 I Job Number. IM376 Cust R761 JRet1WS3761a604 T09 I
FROM: DEG Qty: 3 ]OAKMONT CUSTOM HOMES / /CUSTOM HOME /ROAF RES D=: 021.20.112024991
Truss Label: FT13 AK / WHK 01/21/2020
Loading Criteria (ps0
TCLL: 40.00
TCDL: 20.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 65.00
NCBCLL: 10.00
Soffit 0.00
Load Duration: 1.00
Spacing: 24.0"
R" 3'6" i 1l'O"12
+ 27'6"12 —�
(TYP)
=7X6 =3X3 =3X3 =3X3 =3X3 =3X5
A8 C D E F G
III X4 =5X5 1111.5X4 =3X3 =3X3 =4X4 1112X4
Wind Criteria
Wind Sid: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt NA
Mean Height NA ft
TCDL: NA pat
BCDL: NA Pat
MWFRS Parallel Dist: NA
C&C Dist a: NA it
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord: 4x2 SP 2700f-2.2E;
Bot chord: 4Xt SP 2700f-2.2E;
Webs: 4x2 SP 02:
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
Refer to General Notes for additional information
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be Installed as shown with top chord up.
11'0"12
Snow Criteria(Pg,Pf In PSF)
Defl/CS1 Criteria
♦ Maximum Reactions(Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.171 D 748 480
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.279 D 458 360
A 708 /- /- /- /- A
Snow Duration: NA
HORZ(LL): 0.038 1 - -
H 727/-
HORz(TL):0.0621 - -
A Brg Width =3.0 Min Req=1.5
Code / Mist: Criteria
Creep Factor. 2.0
H Big Width =- Min Req = -
Bldg Code: FBC 2017 RES
Max TC CSI: 0.522
Bearing A is a rigid surface.
TPI Std: 2014
Max BC CSI: 0.711
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Rep Fac: Yes
Malt Web CSI: 0,374
Chords Tens.Comp. Chords Tens. Comp.
FT/RT:12(0)/5(0)
Plate Type(s):
B-C 0 -648 D-E 0 -912
WAVE
VIEWVer. 17.02.01A.1115.21
C-D 0 -665 E-F 0 -890
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
M-L 665 0 K-J 1030 0
L-K 681 0 J-1 737 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
B-M 1326 0 F-I 0 -658
C-M 0 -702 I-G 675 0
L-D 0 -467 G-H 0 -700
D-K 531 0
No 70173 •�
STATE OF ;'W�
Al
01/21/2020
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING[
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire exp¢me care in (abrintin , handlin57 shipping, in$talling and bracing., Refer to and follow the latest edition of BCSI (Building
Component Safety Info^nation, bvy�TPI 'an SBCA) to) safety practices prior to pedorming these functions. Installers shall proNde temporary
bracng per BCSI,.. Unless noletl omelwise,top chord shall have propedy attached stmcturel sheattlln and bottom c^ord shall have a pmpairy
attached ri id cegqilm9g �L�ocations shown for permanent lateral restraint of webs shall have blaranp ins�alled per BCSI sections B3, B7 or 070,
and position as shown above and on the JoinCDetails, unless noted otherwise. heferto
arariingiscel6oA-Zfof standard plate pos Go�swss
ALPINE
Alpine, a division of ITW BuiI mu Componema Group Inc. shall not be res ona bl. for any devia0on from Nis dmwing,any failure to build the
truss In cenforna�lce wit A�SI/TPI 1, or for handlinn. shipping, insmllati�n and bracing of tmssesA seal on Nis drawing orcover peg¢
for the design The illly
u,mvowsm
SoForum Ome
listing this tlraw nc ind�cattes accepntance of oorg essrana en�ggineeringq responsibility solely shown. sui
antl use of this drawing for any sVucW re is the responsiblliry of the 9uIIdl.g Designer per ANSIITPI 1 Sec.2.
Suite 305
For mare information see Nis lob'sneneml notes pa pa and these wsb sites: ALPINE: wvrvtelpineiev..0.;TPI: wmv.tpinslem; a am wx v.abdndust .mm�ICC: xxw.iwere.o
Onantla FL.32821
SEON: 147488/ SY42 I Ply 1 Job Number. IM376 Cust R761 JRef1VVS37610004 T61 I
FROM:DEG Oty: 10 /OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES DmNo: 021.20.112020779
Truss Label: FT14 AK / WHK 01/212020
Loading Criteria (psf)
TCLL: 40.00
TCDL: 20.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 65.00
NCBCLL: 10.00
Soffit 0.00
Load Duration: 1.00
Spacing: 24.0"
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP 92;
Webs: 4x2 SP #2;
2'4" 4'4" 6'6"
24" 2' 2'4"
Y"1 1— 1,9"8
(TYP)
=3X3 �3X3
�5X5, se3X3 =3X3 ss5X5
A B C D E F G H
III X=3X3 4 M III1X4 1111X4 J =3X3 1111X4
Wind Criteria
Wind Sid: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt NA
Mean Height NA R
TCDL: NA psf
BCDL NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA 1t
I-= from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Additional Notes
Refer to General Notes for additional information
Truss must be installed as shown with top chord up.
a
6'8"
snow Criteria (Pg,Prin PSF)
DeRICSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.020 D 999 480
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.039 D 999 360
A 430 /- /- A/ -
Snow Duration: NA
HORZ(LL):-0.008 M - -
G 430 /-/-
HORZ(TL): 0.015 M - -
A Brg Width = 3.0 Min Req = 1.5
Code 1 Misr. Criteria
Creep Factor. 2.0
G Brg Width = 3.0 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.443
Bearings A & G are a rigid surface.
TPI Sid: 2014
Max BC CSI: 0.257
Members not listed have farces less than 375#
Rep Fac: Yes
Max Web CSI: 0.119
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
FT/RT:12(0yS(0)
Plate Type(s):
B-M 421 0 J-G 421 0
WAVE
VIEW Ver. 17.02.01A.1115.21
01/21/2020
INSTALLERS
re a or 017
87 or 1efer
o'
fuild
ALPINE'
the
to build We
mvwn.
ver pa e, ,
bJiry
6750 Forum Drive
to sui
Suite 305
ICC: wwx.kaafe ortJ
Orlando FL, 32821 J
I FROM: OEG98/ BV42 ry 11 OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES DmNo: 02120.11 024304 T47 /
` I Tmss Label: FT75 AK / WHK 0121/2020
f
(D
1
T2"8 9'2"8 17'e"
3g �2'1" 38
i^7 2'6" 1r po� Inl
(TYP)
=6X6—3X34X4 =3X3 =3X3 III I.5X4 3X3 _3X3-4X43X3 =6X6
AB C D E F G H I J K LM
Bi X4 -5X5 =4X4
Loading Criteria (pso
Wind Criteria
TCLL: 40.00
Wind Std: NA
TCDL: 20.00
Speed: NA mph
BOLL: 0.00
Enclosure: NA
BCDL: 5.00
Category: NA
EXP: NAKzt NA
Des Ld: 65.00
Mean Height: NAft
NCECLL: 10.00
TCDL: NA psf
Soffit: 0.00
BCDL: NA pal
Load Duration: 1.00
MWFRS Parallel Dist: NA
Spacing: 24.0"
C&C Dist a: NA it
Loa from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Top chord: 4x2 SP #2; T1 4x2 SP 22501-1.9E;
Bot chord: 4)2 SP 2250F1.9E;
Webs: 4x2 SP #2;
Additional Notes
Refer to General Notes for additional information
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chard up.
T 1111: X4 =3XQ 3 =3X3 -4X4 -5X5 1111. X4
�3X3
17'8"
Snow Criteria (Pg,Pf in PSF)
DofgCSI Criteria
♦Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Defection in lac Udell L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.164 G 999 480
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.270 G 775 360
A 1146 /-
Snow Duration: NA
HORZ(LL):-0.024 L - -
L 1145 /- /- P /- P
HORZ(TL): 0.040 L - -
A Brg Width=3.0 Min Req=1.5
Code I Misc Criteria
Creep Factor. 2.0
L Brg Width = 3.0 Min Req = 1.5
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.887
Bearings A & L are a rigid surface.
TPI Std: 2014
Max BC CSI: 0.573
Members not listed have forces less than 375#
Rep Fac: Yes
Max Web CSI: 0.373
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
FT/RT:12(0)/5(0)
Plate Type(s):
B- C 0 -783 G- H 0 -2585
WAVE
VIEW Ver: 17.02 01A 1115 21
C-D 0 -747 H-1 0 -2452
D-E 0-1862 I-J 0 -1865
E-F 0-2397 J-K 0 -746
F-G 0-2588 K-L 0 -782
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
V-U MI 0 R-Q 2571 0
U- T 2226 0 Q- P 2238 0
T-S 25fM 0 P-O 1478 0
S - R 2588 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.CDMP. Webs Tens. Comp.
B-V 13M 0 Q-1 386 0
V-D 0-1258 I-P 0 -672
D-U 688 0 P-J 699 0
U-E 0 -656 J-O 0 -1254
E-T 516 0 O-L 1320 0
.A\IIIIIIII/r, T-F 0 -651
No 70773 `t
k
STATE OF ;;41
�'c F�OR10P'%"G�2\�
N
Z/// ONA1I��\��
INSTALLERS
1441111-1,
ALPINE
Suite Forum Drive 305
Suite Orlando
FL, 32821
SEQN: 1475011 SY42 I Ply: 1 Job Number: 194376 Cust R761 JRet1WS37610004 TM
FROWDEG QIY 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNo: 021.20.1120.26161
Truss Label: FT16 AK / WHK 01/21/2020
7'6"13 9'6"13 12'6"3 _I
f T6"13
2'6" 2'0"5 2'311 I-1�
(TYP)
T
IO)
1
Loading Criteria (pstl
TCLL: 40.00
TCDL: 20.00
BCLL: 0.00
BCDL: 5.00
Des Lit 65.00
NCBCLL: 10.00
Soffit 0.00
Load Duration: 1.00
Spacing: 24.0"
=3X3 �3X3
=6X6 =3X3 =3X3 =3X3 =3X3 =6X6
AB C D E F G H I J
1111X4 =4XX4 =3X3
3X3 O 1111.5X4 1112X4 =4X4 1111X4
=
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt NA
Mean Height NAft
TOOL NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA R
Loc. from endwall: NA
I: NA GCpt NA
Wind Duration: NA
Lumber
Top chord: 4x2 SP #2; T1 4x2 SP 2250f-1.9E;
Bol chord: 4x2 SP 2250f-1.9E;
Webs: 4x2 SP #2;
Additional Notes
Refer to General Notes for additional information
+2x6 continuous strangback. See detail
STRBRIBRIO14 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
12'6"3
Snow Criteria (Pg,Pf in PSF)
DefUCSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Gravity Non -Gravity
Pr: NA Cc: NA
VERT(LL): 0.159 F 920 480
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.269 F 542 360
A 804 /- /_ /- /_
Snow Duration: NA
HORZ(LL):-0.035 Q - -
1 816/-
HORZ(TL): 0.060 O - -
A Big Width = 3.0 Min Req = 1.5
Code / Misc Criteria
Creep Factor. 2.0
1 Brg Width =4.2 Min Req = 1.5
Bldg Code: FBC 2017 RES
MaxTC CSI: 0.650
Bearings A & I are a rigid surface.
TPI Sid: 2014
MaxBC CSI: 0.784
Members not listed have forces less than 375#
Rep Fac: Yes
Max Web CSI: 0.259
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
FT/RT:12(0)/5(0)
Plate Type(s):
B-C 0 -509 F-G 0 -1973
WAVE
VIEWVer. 17.02.01A.1115.21
C-D 0 -479 G-H 0 -505
D-E 0-1131 H-1 0 -544
E-F 0-1229
y�Z//
No 70773ir
••••
i STATE OF ; �� `
f OR
j0' • :olot, G��N
sS/ONAL
00-2 8 ��///11111100
01/212020
N THIS DRAWING!
rORS INCLUDING THE INSTALLERS
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
O- P 957 0 N- M 1073 0
P-O 1292 0 M-L 1061 0
O - N 1086 0
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
B-Q
860 0
M-G
411 0
Q-D
0 -807
G-L
0 -10S3
O-F
443 0
L-I
919 0
F-N
0 -443
ALPINE
µ
6750 Forum Drive
Suite305
Orlando FL, 32821
SEQN: 1475041 SY42 I Ply: 1 Job Number: 194376 CusCR761 JRef:1WS37610004 T76 )
FROM:DEG Qty. 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNo: 021.20.1120.23275
Truss Label: FT17 AK / WHK 01/21/2020
T
i
7'6"13 9'6"13 I 14'5"9
7'6"13 2' 4'10"12
(TYP)
=3X3 =3X3
=6X6 �3X3 =3X3 =3X3 =4X4 =3X4
AS C D E F G H I
=6X6
JK
III1X4 =4XQ 4 =3X3=3XXIN X 311114 O 4X4 =44 1111X4
II12X4
Loading Criteria (psn
Wind Criteria
TCLL: 40.00
Wind Std: NA
TCDL: 20.00
Speed: NA mph
BCLL: 0.00
Enclosure: NA
BCDL: 5.00
Category: NA
EXP: NAKzt NA
Des Ld: 65.00
Mean Height NAIt
NCBCLL: 1o.00
TCDL: NA psf
Soffit: 0.00
BCDL: NA psf
Load Duration: 1.00
MWFRS Parallel Dist: NA
Spacing: 24.0"
C&C Dist a: NA ft
Loc, from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Top chard: 4x2 SP #2; T7 4x2 SP 22501-1.9E;
Bot chord: 4x2 SP 2250r-1.9E;
Webs: 4x2 SP #2;
Additional Notes
Refer to General Notes for additional information
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with tap chard up.
a
14'5"9
Snow Criteria (Pg.Pf in PSF)
DofUCSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct NA CAT: INA
PP Deflection in loc L/defl LN
Gravity Non -Gravity
Pf: NA Cc: NA
VERT(LQ: 0.144 F 999 480
Lac R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.241 F 702 360
A 931
Snow Duration: NA
HORZ(LL):-0.029 S -
J 943/-
HORZ(TL): 0.050 S - -
A Brg Width = 3.0 Min Req = 1.5
Code/Miss Criteria
Creep Factor. 2.0
J Big Width =4.2 Min Req=1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.749
Bearings A & J are a rigid surface.
TPI Std: 2014
Max BC CSI: 0.674
Members not listed have forces less than 3759
Rep Fac: Yes
Max Web CSI: 0.291
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
FT/RT:12(0)/5(0)
Plate Type(s):
B-C 0 -611 F-G 0 -1634
WAVE
VIEW Ver. 17.02.01A1115.21
C-D 0 -579 G-H 0 -1451
D-E 0-1403 H-I 0 -572
E-F 0-1686 I-J 0 -603
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
S-R 1151 0 P-0 1634 0
R-Q 1641 0 O-N 1623 0
Q-P 1642 0 N-M 1141 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
B-S
1031 0
G-N
0
-757
S-D
0 -974
N-H
598
0
D-R
455 0
H-M
0
-970
R-E
0 -429
M-J
1018
0
O - G
421 0
01/21/2020
properly attached structural sneatnlnp and ponom cnom snail nave a propen
:straint of webs shall have bmclnnQ Installed per SCSI sections B3, B7 or 91 ,
keferto
as shown aboveand on the Join Details, unless noted otherwise.
ALPINE
not be responsible for any deviation from this dmwing,any failure to build the
1, installation and bracing of,trusses k Seel on this drawing or cover pa�e
englneerinn solely far t0ry1e tlesl nshown. The su' bliity
6750 Forum Drive
Suite 305
csponslbill((vv
biliTy of the building Desigder per ANSIITPI I Sec.2.
(PINE: x al'neiwcom TPl' v tpinuom SBC&- w shdrduzW.mm� ICC w iasafa.om
Orlando FL, 32821
SEQN: 1475071 SY42 Ply: 1 Job Number: 19-0376 Cust R761 JRet1WS37610004 M 1
J.FROM: DEG O7 6 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNo: 021.20.112020997
Truss Label: FT18 AK / WHK 01/212020
T
m
7'6"13 9'6"13 16'3"10
f 7,6"13 Z, i6'8"13 _I
2,6"
(TYP)
=3X3
=6X6 �3X3
AB C D
�— 2'0„5 —i
=3X3 3X3
E F
�— 1'4"5 —
1111.5X4 �3X3 =4X4 =4X6
G H I J
1111 5X4 =4X6 =3XQ3 P 1111.5GX4 �3X3 =4X4 =4X5 1112X4
=3X3
Loading Criteria (ps0
Wind Criteria
TCLL: 40.00
Wind Stoll: NA
TCDL: 20.00
Speed: NA mph
BCLL: 0.00
Enclosure: NA
BCDL: 5.00
Category: NA
EXP: NAKzt: NA
Des Ld: 65.00
Mean Height NA it
NCBCLL: 10.00
TCDL: NA psf
Soffit: 0.00
BCDL: NA psf
Load Duration: 1.00
MWFRS Parallel Dist: NA
Spacing: 24.0"
CBC Dist a: NA 1t
Loc. from endwall: NA
I: NA GCpi: NA
Wind Dumflon: NA
Lumber
Top chord: 4x2 SP #2;
Sot chord: 4x2 SP 2250E-1.9E;
Webs: 4x2 SP 92;
Hangen3l Ties
(J) Hanger Support Required, by others
Additional Notes
Refer to General Notes for additional information
+2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
16710
T�22,,,,
IN
420'4"
Snow Criteria (Pg,Pf In PSF)
Def1/CSl Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell LI#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.138 F 999 480
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.246 F 777 360
A 1048 /-/-
Snow Duration: NA
HORZ(LL):-0.025 R - -
K 1068 /- /- A P P
HORZ(TL): 0.050 R - -
A Brg Width = 3.0 Min Req = 1.5
Code l Misc Criteria
Creep Factor. 2.0
K Brg Width= - Min Reel =-
Bldg Code: FBC 2017 RES
Max TC CSI: 0.999
Bearing A Is a rigid surface.
TPI Sid: 2014
Max BC CSI: 0.591
Members not listed have forces less than 375#
Rep Fac: Yes
Max Web CSI: 0.335
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
FT/RT:12(0)/5(0)
Plate Type(s):
IB-C 0 -704 F-G 0 -2163
WAVE
VIEWVer. 17.02.01A.1115.21
C-D 0 -670 G-H 0 -2154
D-E 0-1656 H-1 0 -1558
E-F 0-2110 1-J 0 -602
01/21/2020
INSTALLERS
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
R-Q 1329 0 O-N 2163 0
O-P 1966 0 N-M 1912 0
P-O 2166 0 M-L 1197 0
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
B-R
1188 0
H-M
0 -639
R-D
0-1128
M-1
650 0
D-Q
588 0
I-L
0 -1072
Q-E
0 -569
L-J
1090 0
P-F
100 -388
J-K
0 -1040
N-H
576 0
ALPINE
µ�w
6750 Foram Drive
Suite 305
Orlando FL, 32821
SEON: 1475101 SY42 I Ply: 1 I Job Number: 19-0376 Cust R761 JRef:1WS37616a04 T79 I
FROM: DEG Oty: 4 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DnvNo: 021.20.112021995
Tmss Label: FT19 AK / WHK 01/2112020
Loading Criteria (pill
TCLL: 40.00
TCDL: 20.00
BCLL 0.00
BCDL: 5.00
Des Ld: 65.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0"
Lumber
Top chord: 4)(2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #2;
I
1
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt NA
Mean Height NA ft
TCDL: NA psf
BCDL: NA psi
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc, from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Hangers I Ties
(J) Hanger Support Required, by others
Additional Notes
Refer to General Notes for additional information
Truss must be installed as shown with top chord up.
1'6"6
3'6"8 4'11"
=5X5 =3X3 III1X4 �3X4
A B C D E
j1111��
i\
ar• — � 1
IIIX4 �3X3 =3X3 1112X4
4'1
T ±� 22'1'•
-7v��
420-4"
Snow Criteria (Pg,Pf in P6F)
DefUCSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.013 C 999 480
Loc R+ / R- / Rh / Rw / U / RL
A 308/-
Lu: NA Cs: NA
VERT(CL): 0.023 C 999 360
Snow Duration: NA
HORZ(LL):-0.008 H -
F 328/-
HORZ(TL): 0.014 H - -
Creep Factor. 2.0
A Brg Width = 3.0 Min Req = 1.5
F Brg Width =- Min Req = -
Code I Misc Criteria
Bldg Code: FBC 2017 RES
Max TC CSI: 0.257
Bearing A is a rigid surface.
TPI Bid: 2014
Max BC CSI: 0.143
Members not listed have forces less than 375#
Rep Fac: Yes
Max Web CSI: 0.089
FT/RT:12(0y5(0)
Plate Type(s):
VIEW Ver. 17.02.01A.1115.21
WAVE
No 70773
�i STA*
.rt TE OF ��
01/21/2020
INSTALLERS
ALPINE
.am
6750 Forum Dave
Suite 305
Orlando FL, 32821
SEON: 1475311 SY42 Ply: 1 Job Number: 19-0376
FROM: DEC Dry: 2 /OAKMONT CUSTOM HOMES /CUSTOM HOME/ROAF RES
Truss Label: FT20
4'4" 6'4"
4,4" 2, 4'4" 33 gg
2-6" 1,3p,8 f' 1'3"8 Y 1
(TYP)
=3X3 =3X3
=5X5 =3X3 1111X4 III1X4 =3X3 =5X5
AB C D E F G H I J
f X17\
I
III1X4 =4XD4 =3X3 =3X3 =4X4 1111X4
10'8"
Cust R761 JRef:1WS37610004 Tab /
DrwNo: 021.20.1120.23930
AK / WHK 01/212020
Loading Criteria (psq
III1X4 =4XD4 =3X3 =3X3 =4X4 1111X4
10'8"
Cust R761 JRef:1WS37610004 Tab /
DrwNo: 021.20.1120.23930
AK / WHK 01/212020
Loading Criteria (psq
Wind Criteria
Snow Criteria (Pg.Pf in PSF)
DefllCS1 Criteria
♦Maximum Reactions (Ibs)
TCLL: 40.00
Wind Std: NA
Pg: NA Ct: NA CAT.NA
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
TOOL 20.00
Speed: NA mph
Pf: NA Ce: NA
VERT(LL): 0.050 F 999 400
Loc R+ / R- / Rh / Rw / U / RL
BOLL: 0.00
Enclosure: NA
Lu: NA Cs: NA
VERT(CL): 0.102 F 999 360
A 690/-
BCDL: 5.00
Category: NA
Snow Duration: NA
HORZ(LL):-0.013 P - -
1 690/-
Des Ld: 65.0o
EXP: NAKzt NA
HORZ(TL): 0.026 P - -
A Brig Width = 3.0 Min Req = 1.5
NCBCLL: 10.00
Mean Height NA ft
Code I Miss Criteria
Creep Factor. 2.0
P
1 Big Width = 3.0 Min Req = 1.5
Soffit 0.00
TCDL: NA psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.753
Bearings A 81 are a rigid surface.
Load Duration: 1.00
BCDL: NA psf
MWFRS Parallel Dist: NA
TPI Sid: 2014
Max BC CSI: 0.399
Members not listed have forces less than 375#
Sparing: 24.0"
C8C a: NA it
Rep Fee: Yes
Max Web CSI: 0.199
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
Loc. fmm endwall: NA
from
FT/RT:12(0)/5(0)
1: NA GCpi: NA
Plate Type(s):
IB-C 0 -417 F-G 0 -908
Wind Duration: NA
WAVE
VIEWVer. 17.02.01A.1115.21
I C-D 0 -390 G-H 0 -390
D-E 0 -908 H-1 0 -417
Lumber
E-F 0 .914
Top chord: 4x2 SP #2;
Bet 41f2 BP #2;
Webs:s: 4x4x 25P#2;
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Additional Notes
O-N 782 0 M-L 782 0
Refer to General Notes
for additional information
N-M 914 0
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Maximum Web Forces Per Ply (Ibs)
Truss must be installed
as shown with top chord up.
Webs Tens.Comp. Webs Tens. Comp.
B-O 704 0 G-L 0 -657
O-D 0 -657 L-I 704 0
01/21/2020
as
�GENBF',r'gs �j�
No 70773 �1
i
STATE OF :;�ZZ
`
/ONAI-
����\
111111110a
the latest edition ofwBCSI (Building
botttom chord shallll nave a prat ell
II per BCSI sections B3, B7 or �10Y
unless noted otherwise. fieferto
ALPINE
NE
AYII c
6750 Foram Drive
Suite 305
Odando FL, 32821
SEON: 1475281 SV42 Ply: 1 Job Number: 19-0376 Cust R781 JRef1W937910004 Tel 7
FROM:DEG Oty: 2 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrxNo: 021.20.1120.22417
Truss Label: FT21 AK / WiK 017212020
T
m
i
Y" I I 4,2l, ; r"I
=6X6 =5X5 =6X6
A B C D E
1
I H G F
111X4 =4X5 =4X5 111X4
5'
Loading Criteria (ps0
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦Maximum Reactions jibs)
TCLL: 40.00
Wind Std: NA
Pg: NA Ct NA CAT: NA
PP Deflection in lot L/defl L/#
Gravity Non -Gravity
TCDL: 20.00
Speed: NA mph
Pt NA Ce: NA
VERT(LL): 0.043 C 999 480
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: NA
Lu: NA Cs: NA
VERT(CL): 0.069 C 824 360
A 1322 /- /- /- /- A
BCDL: 5.00
Category: NA
Snow Duration: NA
HORZ(LL):-0.001 H - -
D 1322 /- /- /- A 4
Des Ld: 65.00
EXP: NAKzt NA
HORZ L 0.002 H - -
)
A Brg Width = 3.0 Min Req = 1.5
NCBCLL: 10.00
Mean Height: NA it
Code /Mist Criteria
Creep Factor. 2.0
D Br Wdth = 3.0 Min Re 1.5
9 9 =
Soffit 0.00
TCDL: NA pet
Bldg Code: FBC 2017 RES
Max TC CSI: 0.843
Bearings A 8li are a rigid surface.
BCDL: NA sf
p
TPI Std: 2014
Max BC CSI: 0367
Members not listed have forces less than 375#
Load Duration: 1.00
MWFRS Parallel Dist: NA
Maximum Top Chord Farces Per Ply (Ibs)
24.0 "
Spacing::24.0.
C&C Dist a: NA it
Rep Fee: Varies by Ld Case
Max Web CSI: 0.301
Chords Tens.Comp. Chords Tens. Comp.
Lac. from endwall: NA
FT/RT:12(0)/5(0)
I:NA GCpi: NA
Plate Type(s):
B-C 0 -631 C-D 0 -631
Wind Duration: NA
WAVE
VIEW Ver: 17.02.01A.1115.21
Lumber
Maximum Bot Chard Forces Per Ply (Ibs)
Chards Tens.Comp.
Top chard: 4x2 SP 22501-1.9E;
Bot chord: 4x2 SP #2;
H-G 1021 0
Webs: 4x2 SP #2;
Special Loads
Maximum Web Farces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
—(Lumber Dur.Faa=1.00
/ Plate Dur.Fac.=1.00)
TC: From 520 plf at
0.00 to 520 pit at 5.00
B - H 1065 0 C - G 0 -933
BC: From 10 pit at
0.29 to 10 plf at 4.71
H - C 0 -933 G - D 1065 0
Additional Notes
Refer to General Notes for additional information
Truss must be installed as shown with top chard up
01/21/2020
FURNISH THIS
Of
failure to build the
rheufnbn Tsility
ALPINE
n amw
Suite Foram Drive
Suite 305
Orlando FL, 32821
SEON: 1474921 FLAT I Ply: 2 1 Job Number. 19-0376 Cuss R 761 JRefAM37610004 TI /
FROM: DEC Oty: 1 /OAKMONT CUSTOM HOMES!/CUSTOM HOME/ROAF RES DnwNo: 021.20.1120.20219
Truss Label: TF1 AK / WHK 01/212020
2 Complete Trusses Required
T
T
2'1"3+ 3'10"I 5,8"101 7'6"5 1 9'2"4+ 11'2"41 13'0"81 15081 17 +_ _I
r 2'1"3 1'9"11 1'9"11 1'9"11 1'7, 5 2' 1'104 2' 1'11"8 2'4"
=4X7 =4X5 =4X4 =5X5 1111.5X4 =3X5 =3X8 =4X8
A B C D E F G H I J K
- - -
19,4„
1'9"11 1'9"11 1'9"11 1'9"11 1'9"11 2'3"8 2' 2' 1'11"8
1'9"11 3'7"6 5'5"2 7'2"13 9'0"8 11'4" 13'4" 15'4"8 17'4"8 19'4"
Loading Criteria (ps0
TCLL: 40.00
TCDL: 20.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 65.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0"
Top chord: 2x4 SP #2;
Bat chord: 2x6 SP M-26;
Webs: 2x4 SP #2;
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzc NA
Mean Height: NAft
TOOL NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA it
Lac. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Nailnote
Nail Schedule:0.128"x3", min. nails
Tap Chord: 1 Row @12.00" o.c.
Bat Chord: 1 Row @ 6.25" o.c.
Webs : 1 Raw @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
Lumber Dur.Fao=1.00I Plate Dur.Fac=1.00)
TO: From 120 pit at 0.00 to 120 pif at 19.33
BC: From 10 pit at 0.00 to 10 plf at 19.33
BC: 461 Ito Conc. Load at 1.27,15.19,17.19,18.90
BC: 371 Ito Conc. Load at 5.19, 7.19, 9.19,11.19
13.19
Plating Notes
All plates are 3X4 except as noted.
Purim;
The TC of this truss shall be braced with attached
spans at 24" cc in lieu of structural sheathing.
Additional Notes
Refer to General Notes for additional information
Truss must be installed as shown with top chard up.
Note: Truss not designed to be installed in reverse
orientation. Truss must be Installed as shown.
Snow Criteria (Pg,N in PSF)
Pg: NA Ct: NA CAT: NI
Pf: NA Cc: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
DefUCSI Criteria
PP Deflection in loc L/de0 Il#
VERT(LL): 0.188 F 999 480
VERT(CL): 0,306 F 757 360
• Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
V 2822 A /- A A /-
HORZ(LL): 0.042 A - -
L 3391 /- A !- A /-
HORZ(TL): 0.068 A - -
V Brg Width = 8.0 Min Req = 1.5
Creep Factor. 2.0
L Erg Width =- Min Req = -
Max TC CSI: 0.708
Bearing V is a rigid surface.
Max BC CSI: 0.421
Members not listed have forces less than 375#
Max Web CSI: 0.625
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 17.02.01A.1115.21
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, specs icalions and fabricator's truss layout.
0121/2020
A-B
0-1382
F-G
0 -4324
B-C
0-2482
G-H
0 -4313
C-D
0-3415
H-1
0 -3840
D-E
0-4036
I-J
0 -3006
E-F
0-4316
J-K
0 -1725
Maximum Bat Chord Forces Per
Ply (Ibs)
Chords
Tens.Comp.
Chords
Tens. Comp.
U- T
1578 0
O- P
4324 0
T- S
2649 0
P- O
3927 0
S-R
3531 0
O-N
3146 0
R- O
4098 0
N- M
1933 0
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
A-V
0-1298
E-O
616 -128
A-U
1850 0
P-H
762 0
U-B
0-1110
H-O
0 -530
B-T
1325 0
0-1
959 0
T-C
0 -942
1-N
0 -790
C-S
1123 0
N-J
1482 0
S-D
0 -658
J-M
0 -1175
D-R
740 0
M-K
2213 0
R-E
0 -455
K-L
0 .1464
INCLUDING THE INSTALLERS
1.Refer to and fallow the latest edition of BCSI (Building
ming these fu0ctions. Installers shall provide temporan
uctuml sheathinn and bottor0 chord shall have a pronerl�7
have brown installed per BCSI sections B3, B7 or B1O
on the Join Details. unless noted otherwise. Refer to
ALPINE
In11WQNNAY
6750 Forain Drive
Suite305
Orlando FL, 32821
SEQN: 15BD95 FLAT I Ply: 2 Job Number. 19-0376 Cust R761 JRet1WS37610004 T25
FROM: DEG Qty: 1 /OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES DiwNo: 021.20.1124.28557
Truss Label: TF2 SEE! / FV 01/21/2020
—e 2 Complete Trusses Required
T
N
1
2'i"3 3'914
57"1
7'2"8
9'2"8 11'1"11
13'2"10 15'3"l
2'1"3 1'811
1'93
1'7"7
2' 1'11"3
2'0"15 20'7
=6X8 =5X6
=5X5
1111.5X4
1111.5X4 �7X6
�4X7
A B C
D
E
F G
H
R
1113X8
=7X8
�H1010
=5X5
�3X6
ITS" —
Loading Criteria (ps0
Wind Criteria
TCLL: 40.00
Wind Sid: NA
TCDL: 20.00
Speed: NA mph
BCLL: 0.00
Enclosure: NA
BCDL: 5.00
Category: NA
EXP: NAKzt NA
Des Ld: 65.00
Mean Height MAft
NCBCLL: 10.00
TCDL: NA psf
Soffit: 0.00
BCDL: NA psf
Load Duration: 1.00
MWFRS Parallel Dist NA
Spacing: 24.0"
C&C Dist a: NAft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord: 2x6 SP M-26;
Bot chord: 2x8 SP 2400f-2.0E;
Webs: 2x4 SP #2; W2,W172x4 SP 22501-1.9E;
Natlnote
Nail Schedule:0. 128"x3", min. nails
Top Chord:1 Row @12.00"o.c.
But Chard: 1 Row, ® 4.25" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
—(Lumber Dur.Fao.=1.00 / Plate Dur.Fac.=1.00)
TC: From 120 plf at 0.00 to 120 plf at 17.67
BC: From 564 plf at 0.00 to 564 plf at 17.67
Plating Notes
All plates am SX8 except as noted.
Additional Notes
Refer to General Notes for additional information
Truss must be installed as shown with top chord up.
It Is the responsibility of the Building Designer and
Truss Fabricator to review this drawing prior to
cutting lumber to verify that all data,lncluding
dimensions and loads, conform to the architectural
plans/specifications and fabricators truss layout.
THIS
any
FS-,
5'
17'3"
1'11"15�
�5X10
J
=4X7 M =7X8 1113XB
Snow Criteria(Pg,Mn PSF)
De8/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in Iec L/defi Lr#
Pf: NA Ce: NA
VERT(LL): 0.195 F 999 480
Lu: NA Cs: NA
VERT(CL): 0.327 F 647 360
Snow Duration: NA
HORZ(LL): 0.039 A - -
HORZ(TL): 0,065 A - -
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.371
TPI Std: 2014
Max BC CSI: 0.635
Rep Fac: Varies by Ld Case
Max Web CSI: 0.818
FT/RT:20(0)/5(0)
Plate Type(s):
i
WAVE, HS
VIEW Ver. 17.02.01A.1115.21
01/21/2020
1579 ' 1TB"
♦ Maximum Reactions (ibs)
Gravity Non-Gnsvily
Loc R+ /R- /Rh /Rw /U /RL
T 6042/-
K 6042/-
T Brg Width =-
Min Req = -
K Brg Width= -
Min Req=-
Members not listed have tomes less than 375#
Maximum Top Chord Forces Per Ply (ibs)
Chords Tens.CDMP.
Chords Tens. Comp.
A-B 0-3099
F-G 0 -8473
B-C 0-6518
G-H 0 -7900
C-D 0-7274
H-1 0 -6219
D-E 0-8445
I-J 0 -3588
E-F 0-8469
Maximum But Chord Forces Per Ply (ibs)
Chords Tens.Comp. Chords Tens. Comp
S-R 3518 0 O-N 8011 0
R- 0 5822 0 N- M 6471 0
Q-P 7475 0 M-L 3980 0
P - O 8469 0
Maximum Web Forces Per Ply (ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
A-T
0-2670
O-G
1174 -95
A-S
4019 0
G-N
0 -767
S-B
0-2154
N-H
1850 0
B-R
2824 0
H-M
0 -1292
R-C
0-1560
M-1
2899 a
C-Q
2050 0
I-L
0 -2013
Q-D
0-1147
L-J
4381 0
D-P
1729 0
J-K
0 -2638
P-E
38 -405
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
ty practices prior to perfanning these functions. Installers shallDrowde tamponsrrvv
have properly attached structural sheathing and bottom chord stlall Rave a properly
•nsl restraint of webs shell have bracing ins lied per BCSI sections 3, B7 or 6610,
lion as shown above and on the Joint Details, unless noted otherwise. kefer to
ALPINE
NE
.xmvc
6750 Foram Drive
Suite 305
Orlando FL, 32821
SEON: 158080 FLAT I PM 2 Job Number: 19-0376 Cust R761 JRef.1vvS37610004 T71
FROM: DEG Qty. I /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DIwNa: 021.20.1124.38047
Truss Label: TF3 SSB / FV 01/21/2020
2 Complete Trusses Required
Loading Criteria (ps0
TCLL: 40.00
TCDL: 20.00
BCLL: 0,00
BCDL: 5.00
Des Ld: 65.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0"
Wind Criteria
Wind Sid: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt NA
Mean Height NAft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
CSC Dist a: NA ft
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord: 2x4 SP 2700f-2.2E;
Bot chord: 2x8 SP 2400f-2.OE;
Webs: 2x4 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Raw_ @ 2.50" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : i Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
=3X5
A
1111.5X4 -- --
1112X4
B
T2"
Special Loads
—(Lumber Dur.Fac=1.00 / Plate Dur.Fac =1.00)
TC: From 60 plf at 0.00 to 60 plf at 5.00
BC: From 5 plf at 0.00 to 5 plf at 5.00
TC: 7271b Conic Load at 0.52, 2.52, 4.52
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Additional Notes
Refer to General Notes for additional information
Truss must be installed as shown with top chord up.
5'
5'
5,
Snow Criteria (Pg.P in PSF)
DefdCSl Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell Li#
Gravity Non -Gravity
Pr: NA Ce: NA
VERT(LL): 0.001 B 999 480
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.002 B 999 360
D 1245 /-/-
SnoW Duration: NA
HORZ(LL):-0.000 B - -
C 1263 P/-
HORZ(rL): 0.001 B - -
D Brg Width =- Min Req = -
Code IMiscCriteria
Creep Factor. 2.0
C Brg Width=- Min Req=-
Bldg Code: FBC 2017 RES
Mac TC CSI: 0.925
Members not listed have forces less than 375#
TPI Sid: 2014
Max BC CSI: 0.012
Maximum Web Forces Per Ply (Ibs)
Rep Fac: Varies by Ld Case
Max Web CSI: 0.196
Webs Tens.Comp. Webs Tens. Comp.
FT/RT:20(0)/5(0)
A-D 0 -616 B-C 0 -625
Plate Type(s):
i
WAVE
VIEW Ver. 17.02.01A.1115.21
No 70773
i STATE OF
P(OR1
i p •, _��
:OP-- •G� ���
��I//sS/ONAL �?\\�\
4H0-2 s //I/1111111lio,
01/21/2020
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 147525/ FLAT
Ply: 2
Job Number: 19-0376
Cust R761 JRaf:1WS37610004 T29 /
FROM:DEG
Qty: 1
I
/OAKMONTCUSTOM HOMES//CUSTOM HOME/ROAF RES
DrwNa:
021.20.112020576
Truss Label: TF4
AK /
WHK 0121/2020
2 Complete Trusses Required
3„2'I'TO2'10'7 12'3 113l 1''7'31�
1
85
`912
—2"
7" , 1T1,891,8"l2'00"1122 T 8121 T25 81p157"1
2T0
=3X6 1111.5X4 1111.5X4 =3X4 =3X6 =4X7
=6X8
A B C D E F G H I J
K
T
fV
l20,4„
V U T S R Q P O N M
L
1113X6 =6X8 =4X5 =3X4 =H1010 =4X7 =6X8
1114X5
17'8"
1
1'8"4 18"12 1'8"12 1'g"4 2'3"8 1'8"5 1'8"5 1'8"13 1'8"5
1'7"13
4 3'5" 5'112 6'11" 9'2"8 10'10"1 12'7"2 14'314 16'0"3
17'8"
Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf In PSF) DeNCSI Criteria ♦Maximum Reactions (Ibs)
TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc lJdefl L/# Gravity
Non-Gmvily
TCDL: 20.00 Speed: NA mph Pf: NA Cc: NA VERT(LL): 0.220 F 964 480 Lac R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.357 F 593 360 V 4344 P P
/- /- P
BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0,047 A - - L 5579 /- /-
/- P P
EXP: NA Kzt NA HORZ L 0.076 A - - V Brg Width =-
Des Ld: 65.00 )
Min Req = -
Mean Height NAft L Br Width =-
NCBCLL: 10.00 Codel Misc Criteria Creep Factor. 2.0 9
Min Re 9=-
TCDL: NA sf
Soffit: 0.00 p Bldg Code: FBC 2017 RES Max TC CSI: 0.653 Members not listed have forces less than 375#
BCOL: NA psf Maximum Top Chord Farces Per Ply libel
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.631
Spacing: 24.0" C&C Dist a: NAft Rep Fee: Vedas by Ld Case Max Web CSI: 0.947 Chords Tens.Comp.
Chords Tens. Comp.
Loc. from endwall: NA FT/RT:20(0)/5(0) A-B 0-2203
F-G 0 -7255
I: NA GCpi: NA Plate Type(s): B-C 0-4378
G-H 0 -6986
Wind Duration: NA WAVE, HS VIEW Ver. 17.02.01A1115.21 C- D 0 -62fi3
6020
H - I 0 -4535
D-E 0-7254
I-J 0 -2482
Lumber It is the responsibility of the building designer E - F 0 -7254
J - K o -2482
SP 225IN-1.9E;
and buss fabricator to review this dwg priorHot
Top chord:chord:
chord: 2x8 SP 2400f-2.OE; to cutting lumber to verify that all data, including
.x4
We dimensions and loads, conform to the architectural Maximum Hot Chord
Webs: 2x4 SP #2;
Forces Per Ply (Ibs)
plans, specifications and fabricator's buss layout Chords Tens.Comp.
Chords Tens. Comp.
Nailnote Note: Truss not designed to be installed in reverse U -T 2589 0
Q - P 7045 0
Nall Schedule:0.128"x3", min. nails orientation. Truss must be installed as shown. T- S 4713 0
P - O 6193 0
Top Chord: 1 Row @12.00' o.c. S - R 6432 0
O - N 4799 0
Hot Chord: 2 Rows Q 5.00" o.c. (Each Row) R - Q 7254 0
N - M 2843 0
Webs : i Row @ V'o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting. Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
Special Loads
A-V 0-203
P-H 1184 0
Lumber Dur.Fac.=1.00/Plate Dur.Fac=1.00)
A - U 2950 0 0
H - O 0 -93
TC: From 120 plf at 0.00 to 120 plf at 5.05
U - B 0 -2080
0
- I i823 0
TC: From 60 pit at 5.05 to 60 plf al 17.67
BC: From 10 pit at 0.00 to 10 pit at 5.05 B - T 2633 0
I - N 0 -1429
BC: From 5plf at 5.05 to 5pit at 17.67 T-C 0-1811
N-J 2526 0
BC: 2039 Ib Cone, Load at 5.05 C - 5 2282 0
J - M 0 -1956
BC: 1068lb Conc. Load at 7.06, 9.06,11.06,13.06 \\\III11// S-D 0 -915
M-K 3365 0
15.06.17.06
Vjti9s D-R 1193 0
K-L 0 -2313
Plating Notes ���%`AAWoo
All plates are 5X8 except as noted.
No 70773 ••.
Purlins
The TO of this truss shall he braced with attached
spans at 24" oc in lieu of structural sheathing. STATE OF ; W
Additional Notes
Refer to General Notes for additional information
Truss must be installed as shown with top chord up. COA#0-2 S
0121/2020
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re wire extreme cafe in fandea6np, handlin shipping, installing end bracing., Refer to and toilow the latest adityon of BCSI (Building
I temporer�
Component Safety Information, byv Ian SBCA) (o'r safety or4ctices PPrior to padorming these (u0ctlons. Installers she provide
brecing�er BCSI.. Unless noted otherviise,[op chord shall have propedy attached structural sheaG7lno and bottom chord shall have a proge y
attache npid ceilin9 Locations shown forpermanenl late2I restraint of webs shall have hracinp Installed per BCSI sections 03, 87 or 10,
aas applicable, Appply totes to each fam,oi truss end pasihon as shown above and on the Joint Details, unless noted otherwise. keferto
tli-Z for s�anderd plate positions.
Alpine, a division of ITW Buitdl'Inpp Components Group inc.,ahail not he responsihle for any deviation from this drawing,apy failure to build the
dravnng
�evngs160ALPINE
truss IIt conformance with ANSI/TPI 1, or for hantllinp, shlppin�, installation and brecing of tlussesA seal an this or cover page
thisdraw inIndlcat¢scce.aofre.aionaegieerin aponaibilisolelyforetlesi nswnThe aui ili305
Forum Dvlisting
and use of mis �rawing for any structure is the responsibility of the �uflding Desigi5er per ANSI/TPI Sec.2.
For more In..".. see this oa's eneml nolee a sand these cash sites: ALPINE wimtal 'ra'. cam' TPI: wxw.t into SBCA: wmvsbdnduu .mm'ICC: www.irrsafe.o
Odantlo FL, 32821
SEQN: 1475191 FLAT Ply: 2 Job Number: 19-0376 Cust R761 JRef1WS37610004 TB /
FROM: DEC Oty: 1 /OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES DmNo: 021.20.112020265
Truss Label: TFS AK / WHK 01/21/2020
2 Complete Trusses Required
T
iV
1
f 2'0"14+ 1'9"6T 1'9"6 �1T'10� I'll23i 11'710+ 149"62r 20314
AX5 B C D 1111.5EX4 F 1111.G4 H I =4Xi
" III 1 .5X4 =3X5 n =10X10 1111.5X4 =4X5 1112X4
16'3"10
1'9"6 1'9"6 1'11"2 1'96 I 1'11"2 1'9"6 I 1'9"6 1'9"6
f 1'9"6 + 3'6"1T 5'4"1 + T3"2 , 9'0"8 r 1 ,10 9 12'8"1 6'4T 16'3"101
Loading Criteria (ps0
Wind Criteria
TCLL: 40.00
Wind Std: NA
TCDL: 20.00
Speed: NA mph
BCLL: 0.00
Enclosure: NA
BCDL: 5.00
Category: NA
EXP' NAKzt NA
Des Ld: 65.00
Mean Height NAft
NCBCLL: 10.00
TCDL: NA pal
Soffit 0.00
BCDL: NA psf
Load Duration: 1.00
MWFRS Parallel Dist: NA
SpaUng: 24.0"
C&C Dist a: NA it
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Top chord: 2x4 SP 02;
Bot chord: 2x8 SP 2400f-2.0E;
Webs: 2x4 SP #2;
Nailnote
Nail Schedule:0.128"4", min. nails
Top Chord:1 Row @12.00"o.c.
Bot Chord: 1 Row @12.00" D.C.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
—(Lumber Dun Fac =1.00 / Plate Dur.Fac.=1.00)
TC: From 120 plf at 0.00 to 120 plf at 16.30
BC: From 10 plf at 0.00 to 10 plf at 8.50
BC: From 175 plf at 8.50 to 175 pif at 16.30
Plating Notes
All plates are 3X4 except as noted.
Hangers I Ties
(J) Hanger Support Required, by others
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Additional Notes
Refer to General Notes for additional information
Truss must be installed as shown with top chord up.
"IMPORTANT'
Snow Criteria (PoPf in PSF)
De0/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Gravity
Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.067 F 999 480
Loc R+ / R- / Rh
/ Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.109 F 999 360
T 1368 /- /-
P/-
Snow Duration: NA
HCRZ(LL): 0.016 A - -
K 2039 /- /-
/-/-
HORZ(TL): 0.026 A - -
T Brg Width = -
Min Req = -
Code / Misc Criteria
Creep Factor. 2.0
K Brg Width = -
Min Req = -
Bldg Code: FBC 2017 RES
Max TC CSI: 0.161
Members not listed have
forces less than 375#
TPI Sid: 2014
Max BC CSI: 0.190
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
Rep Fac: Varies by Ld Case
Max Web CSI: 0.350
FT/RT:20(0)15(0)
A-B 0 -659
F-G 0 -2095
Plate Type(s):
B-C 0-1225
G-H 0 -2084
WAVE
VIEWVer.17.02.01A.1115.21
C-D 0-1657
H-1 0 -1638
D-E 0-1953
I-J 0 -938
It is the responsibility of the
building designer
E - F 0 -1953
and truss fabricator to review this dwg prior
to cutting lumber to verify that all data, including
dimensions and loads, conform to the architectural
Maximum Bot Chord Forces Per
Ply (Ibs)
plans, specifications and fabricators truss layout
Chords Tens.Comp.
Chords
Tens. Comp.
S- R 772 0
O- N
2095 0
R-Q 1312 0
N-M
1725 0
Q-P 1719 0
M-L
1072 0
P - O 2092 0
0121/2020
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A-T
0 -629
N-H
565
0
A- S
870 0
H- M
0
-472
S-B
0 -611
M-1
817
0
B-R
655 0
I-L
0
-729
R-C
0 -469
L-J
1239
0
C-Q
498 0
J-K
0
-973
of BCSI guiding
to
rovide pora
a have a properryly
is B7 of 610;
miss.
rtwiae. (teferto
ALPINE
rilure to build the
orcoverpa e
The bility
6750 Forum Dnve
sui
Suite 305
.mm: I= vnxv.I.iiraem
Orlando FL, 32821
SEQN: 148033/ SPEC
Ply: 2
Job Number. 19-0376
Cust R761 JRet 1WS37610004 T44 I
FROMI
CRY: 1
/OAKMONT CUSTOM HOMES I/CUSTOM HOME/ROAF RES
D=: 021.20.112024554
Truss Label: Ti
AK / WHK OMl/2020
2 Complete Trusses Required
1M 6'3'4 12'S"12 14'3"12 19'S'6 24'812
30'7 3Q
79' 4 6'Y'8 1'1T�•1"10 5'3.6
+ 6�l•
5 p e5xS E =5F5 G
=SHB
T 3 p
T
ssxXXs55
IIH.5X4Q
6 95C5
1J`"K _
1 A R B2
Q PN L
U5X5
o
1111.5X4 5X M 1
�I1. 8=3X4(B2)
=3XI4(B2X m1.5%4 4X5
17.5)�4(••)
1111.5X4
12'4" 18'r
-
6'S" 5'9'4 2.6.12, 4-11.14 4Y0'2
4'1"4 1'q'4
—2,6„� '
6'5" 12'2"4 14'9" 198"14 24'T'
2898"8
31'
Loading Criteria (ps0
Wind Criteria
Snow Criteria (P9,Pf in PSF)
DeNCSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct NA CAT: NA
PP Defection in loc Udell 119
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.187 P 999 360
Lee R+ / R- / Rh / Rw / U / RL
B 531 /- /- /- 1556 /-
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.261 P 863 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL):-0.062 M - -
V 3039 /- /- /- 12789 /-
Des Ld: 37.00
EXP: C Kzt NA
HORZ L : 0.085 M - -
�)
Y 1180 /- P /- /1152 /-
Code 1 Misr. Criteria
NCBCLL: 0.00
Mean Height 33.51 ft
Creep Factor. 2.0
Wind reactions based on MWFRS
Soffit:
TOOL 4.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.766
B Brg Width = 8.0 Min Req = 1.5
ion:
Load Duration: 1.25
MWFRS.Ppsf
MWFRS Parallel Dist 0 to h/2
TPI Bid: 2014
Max BC CSI: 0.770
V Brg Width=8.0 Min Req=1.8
Y Brg Width = Min Req 1.5
Spacing: 24.0"
P
C8C Dist a: 3.10 ft
Rep Fac: No
385
Max Web CSI: 0.385
.
Bearings B, V, & M are a rigid surface.
M
Loc. from endwall: NA
FT/RT.20(Oy5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.01A.1115.21
Chords Tens.Comp. Chords Tens. Comp,
Lumber
D-E 725 -660 H-I 1257 -1359
Top chord: 2x4 SP #2;
G - H 919 -1008
Bot chord: 2x4 SP #2; B2 2x4 SP 22501-1.9E;
Webs: 2x4 SP #2; Wi 2x6 SP #2;
Maximum Bet Chord Forces Per Ply (Ibs)
Nailnote
Chords Tens.Comp. Chords Tens. Comp.
Nail Schedule:0.128"x3", min. nails
V-U 549 -622 Q-N 1250 -1146
Tap Chord:I Row @12.00" o.c.
T-R 986 -920 N-1 1152 -1059
Bot Chord: 1 Row @12.00" o.c.
R - Q 1276 -1162
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Plating Notes
All plates are 3X4 except as noted.
D-V 867 -986 U-T 620 -676
V - E 1052 -983 T - G 1229 -1341
(**) 3 plate(s) require special positioning. Refer to
E- U 769 -691 M-1 474 -496
scaled plate plot details for special positioning
requirements.
Loading
91 hip supports 6-54 jacks with no webs. DO
Wind
\\\\\\��a
Wind loads and reactions based on MWFRS. i
No 70773 : *.
Additional Notes
Refer to General Notes for additional information 'dr
STATE OF W
Laterally brace top chord below Eller and bottom chord W
0 •� ; 2
`•
above filler at 24" o.c., including a lateral brace at chord �� A
F4OR1OP'
ends (If no rigid diaphragm exists at that point). 'ONA`
1/0111
COA#0-2 8
11110..X
01/21/2020
*'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
**IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Tmsses require extreme rare in (ahricatinp, hantllin shipping, in§falling and bracing. Refer tg and fallow the latest edition of 9C51(Building
Component Safety Information, byy TPI and SBCA) fo'r safety practices prior to pertortning these functions. Installers shallaarowde
BCSI., Unless have bottom chord
temporary
Have a
bracnrIg er noted olherwise,top chord shall pro,erl attached structural sheatgln and sl5all proper _
adaclle�ri id ceiling shown for permanent lateral restraint ofwebs shall have bracing Ins�alled per BCSI sections B3, B7 or 810Y
�L�ocations
160A-Z po 6o�swss and position as shown above antl on me Joint Details, unless noted otherwise.
keferto
drawings for stantlartl plate IS
A IPL NE
Nine, a division of ITW Suildinnn Components Gmup Inc.,shall not he responsihle for any deviation from this drewing,any failure to build the ,aa.,roa,v„
ss in cen(ortnance wtth ANSI/fPl 1, orfor handling, shlfp'Inq, installation and bracing of WssesY eel on rats drawing gr cover page 6750 Foram Drive
for
listing this drawin Indicates acceuuf�nce of ppro7ess 6na engineedna esponslbilittyv solel the tlesi n shown.
this �iawing for any sVucWre is the responsibility of the 6u�Itling Desigder ANS#TPI15ec.2.
ty
The sui bill Suite 305
and use of per
For more information see lM1is'ob's ane2l notm a eend ibese v26 sites: ALPINE: wnw.ei ineihv.camTPl: wmv.t 'nsLo SBCA: w+.ws5dndust
.wmICC: w:.w.ima(e.a OAando FL, 32821
SEQN: 1479561 SPEC
Ply: 1
Job Number: 19-0376
Cusc R761 JRef.lM37610004 T8 /
FROM: DEG
Qty: 1
/OAKMONT CUSTOM HOMES //CUSTOM HOME /ROAF RES
DrwNo: 021.20.1120.20546
Tress Label: T2
AK / WHK 01/21/2020
1q" 8'3"4 72'S'12 14'3"12 78'3"10 22'W12
302 , 3Q
I +
1 TS"4 4'2"8 110 3'17°74 d'N
TS"4 1
FX4 T3 G eai
12 a5p8 E p11.5l
5 p
T
m1.5x4(•°)
3 p
T4 a(3X5 w
a M
:L
63X6�
9
A 1
J K Iv
L
1 R B2 Q
��tN
PN
�N�I
LX5 a5X5 p17.5%4
oo
p17.5%Be3X4(B2)
mM4((B21X1 p11.5X4
1117.5)C4(-')
1112X4
r 12'4• 18'8"
-
8'S' 3'a"4 2'6"12+ 3'10"2 X1194
6'7°4 1'q'4 �2,6,--{
F I T'
8'S" 12'2"4 14'9" 187"2 2217
28'8"4 T29'�"8
Y7 a
31'
Loading Criteria (ps0
Wind Criteria
Snow Criteria (Pg,PI In PSF)
DegIC81 Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection In loc Udell IJ#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.328 P 688 360
Loc R+ / R- / Rh / Rw / U / RL
B 522 A /- /277 /463 /141
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.426 P 530 240
BCDL: 10.00
Risk Category: ll
Snow Duration: NA
HORZ(LL):-0.064 M - -
V 1462 /- /- 1737 /1302 /-
Des Ltl: 37.00
EXP: C Kzt NA
HORZ : 0.094 M - -
Cn)
Y 732 /- /- 1451 O41 /-
Code /Mist Criteria
NCBCLL: 10.00
Mean Height: 33.92 f1
Creep
B reactions based on MWFRS
Soffit 2.00
TCDL: 4.0 psf
Bldg Cade: FBC 2017 RES
MaxCSI:.2.0
Max TC CSI: 0.874
B Erg Width = 8.0 Min Req = 1.5
Width
Load Duration: 1.25
BCDL: 4.0 psf
MWFRS Parallel Dist 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.775
V Big Width = 8.0 Min Req = 1.7
Y Brg Width Min Req 1.5
Sparing: 24.0"
C8C Dist a: 3.10 h
Rep Fee: Yes
Max Web CSI: 0.617
Bearings B, V, 8 M are a rigid surface.
& M .
Loc. from endwall: Any
FT/RT:20(Oy5(0)
Members not listed have forces less than 3759
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.01A.1115.21
Chords Tens.Comp. Chords Tens. Comp.
Lumber
D-E 665 -381 I-J 425 -245
Top chord: 2x4 SP 2250f-1.9E; T3,T4 2x4 SP #2;
G - H 772 -451 J - K 390 -2Z7
Bat chard: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
H -1 1196 -986
Webs: 2x4 SP 92; W1 2x6 SP #2;
Plating Notes
Maximum Bot Chord Forces Per Ply (Ibs)
All plates are 3X4 except as noted.
Chords Tens.Comp. Chords Tens. Comp.
(°•)3 plate(s) require special positioning. Refer to
V-U 668 -599 Q-N 857 -855
scaled plate plot details for special positioning
T - R 422 -363 N - I 743 -721
requirements.
R-Q B70 -854
Wind
Maximum Web Forces Per Ply (Ibs)
Wind loads based on MWFRS with additional C&C
Webs Tens.Comp. Webs Tens. Comp.
memberdesign.
C-X 496 -134 T-G 848 -855
Additional Notes
D-V 781 -779 R-H 636 -518
Refer to General Notes for additional information
V-E 951 -918 N-O 343 -415
Laterally brace top chord below filler and bottom chord
E - U 834 -799 M - 1 778 -573
U-T 736 -740
above filler at 24"o.c., including a lateral brace at chord
ends (If no rigid diaphragm exists at that point).
PADO Vz /���//
`\\\N
No 70773
�_
STATE OF
.•41`
j�iP °'• FIORtOP:' G���
O1W1/2020
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
T7russes ret�ttuire exbeme cafe in fabrica8np, hha[o�dlin shiFping, Installing entl braring., Refer to and follow the latest edition of PCSI Building
byv TPI SB[:A) fo(safety [o these fu0ctions Installers shall de to
ComponenT Safety Information, and practices prior performing prov
breang per BC51._ Unless noted othelwise,top chord shall have propedy attached strecturel sheathing and bottomm chord shall
porard/
have a properly
attached rigid ceiling Locellons shown for permanent lateral restraint of webs shell have bracing Installed per BGSI sections B3, B7 or 10,
Joint Details, iteferto
aas applicable. Apply pptat¢es to ach face,of Wss and position as shown above end on the unless notetl otherwise.
drawings 160A-2 for standard plate positions.
E
ALPINE
Alpine, a division of ITW Buildinnn Components Group Inc., shall not be responsible for any deviation from this drawinng,anY failure to build the µ,n
installation bracing trussesA thl)S tlrawiitg
truss in conformance with ANSIRPI 1, or for handling. shlppiny, and of seal on
listing this tlrawinqq Intl cates acceootha4ties of nro7essionaa engine ring respons bllily, sole)v1� for the dees n shown.
Sec.2.
or cover page fi750 Farem Drive
The suitability Suite750 Fin
305
and use of this aiawing for any sWcture Is the respansiblliry otgle 9uilding Designer peYANS#TPI 7
For more mt infoaton see Ws joys general notes a and Bless neb.Kes: ALPINE: w.aw.ei 1neibv.: TPI: wnw.l into SBCA: wvx.ebdndust
.mm'ICC: xwx.i.afe.o Orlando FL, 32921
SEQN: 1479521 SPEC
Pry: 1
Job Number. 19-0376
Cust R761 JRef IM37611M)" T10 i
FROM:DEG
Dry: 1
/OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES
DIwNo: 021.20.1120.22183
Truss Label: T3
AK / WHK 01/2112020
I a3H'2
1'9
1234 12
+ 2' 3�1 6K62
2612�1
3a22BI
I "
e5X5 a3X4 s5X8
12 E F G H
5 p
T D
3 v 2"�4M
T1 B C
'R
LT5
E 1 A(
'M _+32'
�3X�4(521d(") =am 4X5 3XX4.5 B2
=3X4
P 3X4(A1) 11
N1.5X6
7 X
—12'4" } law
-
6'T'ib 6 2'5'12 5'11"12
7'11"6
1 6714 1 129"4 14'9"+ 20'B"12 F
26'B"4 29' "8
3°
31'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (PaPf in PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
TOLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAMNA
PP Deflection in loc Udell L##
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.236 Q 943 360
Lac R+ / R- / Rh / Rw / U / RL
B 501 /- /- 1253 1468 /166
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.388 Q 574 240
BCDL: 10.00
Risk Category: It
Snow Duration: NA
HORZ(LL):-0.040 N - -
V 1487 A A f766 /1297 /-
Des Ld: 37.00
EXP' C Kzt NA
HORZ(TL): 0,078 N - -
L 732 /- A /453 R39 P
Code / Mlsc Criteria
NCBCLL: 10.00
Mean Height 34.34 it
Creep Factor. 2.0
Wind reactions based on MWFRS
Soffit: 2.00
TCDL: 4.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.740
B BrigWidth = 8.0 Min Req = 1.5
Load Duration: 1.25
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.443
V Brg Width = 8.0 Min Req = 1.8
L Brig Width = 8.0 Min Req = 1.5
Spacing: 24.0"
C8C Dist a: 3.10 it
Rep Fac: Yes
Max Web CSI: 0.821
Bearings B, V, 8 L are a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have fames less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duraflon: 1.60
WAVE
VIEW Ver: 17.02.01A.1115.21
Chords Tens.Comp. Chords Tens. Comp.
Lumber
C-D 395 -340 H-1 934 -641
Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E;
D - E 584 -319 1-1 1312 -992
T52x6 SP#2;
E-F 590 -274 J-K 396 -246
Bat chord: 2x4 SP 02; B2 20 SP 2250f-1.9E;
F - G 383 -70 K - L 392 -243
Webs: 2x4 SP 92; W 1 2x6 SP #2;
Plating Notes
Maximum Bat Chord Forces Per Ply (Ibs)
All plates are 1.5X4 except as noted.
Chords Tens.Comp. Chords Tens. Comp.
(")3 Petals) require special positioning. Refer to
W-V 435 -392 R-O 889 -1016
scaled plate plot details for special posifloning
V-U 609 -535 O-J 831 -960
requirements.
T-R 540 -459
Wind
Maximum Web Farces Per Ply (Ibs)
Wind loads based on MWFRS with additional C&C
Webs Tens.Comp. Webs Tens. Comp.
member design.
D-W 55T -313 G-T 408 -344
Additional Notes
W-E 579 -738 T-H 917 -899
Refer to General Notes for additional information
E-V 656 -609 H-R 408 -381
I //��
V - F 859 -827 R - 553 -395
Laterally brace top chord below filler and bottom chord \\\(()
brew chord ��\\\PpDO y��p��/
N-J 553 -270
U_T
endselflno n9ld diaphragmnue sts at that
(point).
8861 _�
ENJ�.•-q�1
No 70773
r STATE OF
0121/2020
—WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
TTrusses require extreme care in fabricafinn, har�dlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SB qGA) fof safety to these functions. Installers shell provitle temporary
practices prior pertorming _
bractr�g er BCSI. Unless noted oyfllerwise,top chord sryall have properly attached structural sheethinp and bottom chord shall have a props y
a0acflegrip�d cedingg Lorabons shown for parmanem lateral restraint ofwebs shall have hrac'ing insTalled per BCSI sections 83, 87 or 910,
as applicable. gqppiy plates to each face, truss and position as shown above and on the Joln Details, unless noted otherwise. Refer to A IPL N E
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildl'Incct�Components Group Inc. shall not be resnonsihte (ar any deviation from this drawing,any failure to build the "awmawn
Miy drawing
truss In cenformance wdh AN51/TPI 1, or far haodlln shiupinn, installation and bracing of tmssesA seal on or cover pa e 6750 Forum Dnve
Iistin this drawin Indlcat¢s of en Ineerinn re solely for (he deal nshown. The suifabiliry
acceDf�nce nnro%esslonal ponsiblliN
and use of this �rawing for any ap cture la fhe respansibiliryg of the 6uild�ng Desig er peYANSI/TPl 1 Sec.2.
Suite 305
'nsLa
Odantlo FL, 32821
For more inrom,a6an see Nis obS eneal notes sand these web sins: ALPINE: www.el ineiM•.cam'TPI: xvnv. aBCA: wwwabdndus
.ramlCC: www.imaale.o
SEQN: 1479451 SPEC
Ply: 1
Jab Number. 19-0376
Cust R761 JRet1WS37610004 T95 )
FROWDEG
Qty: 1
/OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES
DrwNo: 021.20.1120.23867
Truss Label: T4
AK / WHK 01/212020
iq" 6'T'14 12'34 74'3" 2 18'a'12 23'S"14 —•}'
30'2" 3}'
5'T'6 2'0'B� T" 4'9'2
6'8"2 Tiu,
=5X8 =5X8
E F G
2
5 e` x4
1 T
s 3X4
D
n
3 p
$3%5 o
WI: X4Q
I 0SXS
)
I
T1 B O7
J K TS
1,32
1 1 A 1N3 R Q PN L
W 4X5 U9(5 a3X4
oo
411.SX6 M3X4(B2)
sa X411B2X
111.5)�4r") =3X5
6'6"2 5'ir'2 2 311"72 4'10"14
+ 5'U'10 1'q"4 )-2'6„—�
—2'6„—{ -1
1
65"2 12a"4 14'9" 18'8"72 239"10
26'8"4 T29'�"8
r'--' a
3T
Loading Criteria lost)
Wind Criteria
Snow Criteria (Pg.Pf in PsF)
DefUCSI Criteria
♦Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct NA CAT:NA
PP Deflection in loc Udefl Lf#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LQ: -0.292 P 770 360
Loc R+ / R- / Rh / Rw / U / RL
B 481 P /- 1243 /446 1191
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.300 P 591 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.059 R - -
V 1559 /- /- 1803 11344 /-
Des Ld: 37.00
EXP: C Kzt: NA
L 0.070 M - -
HORZ )
Y 703 !- /- 1448 R26 !-
Code/Mist Criteria
NCBCLL: 10.00
Mean Height: 34.76 It
Creep Factor. 2.0
Wind reactions based on MWFRS
Soffit
TCDL: 4.0 sf
p
Bldg Code: FBC 2017 RES
g
MaxTC CSI: 0.764
B Brg Width = 8.0 Min Req = 1.5
Min Req = 1.8
Load Duration: 1.25
ion:
rat
MWFRS Pare.10 Dist: 0 to h/2
MWFRBCDES Parallel
Std: 2014
Max BC CSI: 0.767
V Brg Width = 8.0
Y Brg Width = 8.0 Min Req = 1.5
Spacing: 24.0 "
C&C Dist a: 3.10 H
Re
Rep Fac: Yes
es
Max Web CBI: 0.767
Bearings B, V, & M are 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(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration; 1.60
WAVE
VIEW Ver. 17.02.01A.1115,21
Chords Tens.Comp. Chords Tens. Comp.
Lumber
D-E 680 -291 H-1 1248 -996
Top chord: 2x4 SP #2; TI J5 2x4 SP 2250f-1.9E;
G - H 637 -315 I - J 420 -228
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; W1 2x6 SP #2;
-
Maximum got Chord Forces Per Ply (Ibs)
Plating Notes
Chords Tens.Comp. Chords Tens. Comp.
All plates are 1.5X4 except as noted.
V - U 705 -585 Q - N 879 -939
(") 3 plate(s) require special positioning. Refer to
R - Q 872 -935 N - I 784 -850
scaled plate plot details for special positioning
requirements.
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Wind
Wind loads based on MWFRS with additional C&C
D-V 815 -625 T-G 816 -743
memberdesign.
E-V 1090-1153 G-R 418 -411
E-U 832 -867 R-H 916 -727
Additional Notes
U-T 862 -809 M-1 597 -449
Refer to General Notes for additional information
/lei,,
Z/
J�\X PA O
No 70773 ', y
*
r
STATE OFf�W
cOA#0.2 s
01/21/2020
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
*'IMPORTANT'' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
TTmsses eqpuire extreme care in fabricating, handlin shipping, installing and bracing., Refer to and fellow the latest edition
Installers
of SCSI (Building
temporery
Componen[ Safety n(ormabon, by TPI anSBCA) (0 saery prectices poor [o performing these fupctlons shall prowtle
brecing�er BCS�., Jn ass noted o henvise,top chord shall have property a8ached stmclural sheaNlnp and ho0om chord shall (lave a pmperl
_
attachhe, nnld ceiling Locations shown for permanent lateral restraint of webs shell have bmcina Ins , Iled per BCSI sections B3, B7 or t0Y
kefer to
as applicable. Appiy plates to each face, of Wss and positron as shown above end on the JoinfDetalls, unless noted otherwise.
drawings 160A-Z for standard plate posihons.
A IPL NE
Alpine, a division of ITW Buildingq Components Gmup Inc shall not be responsible torany deviation from this drewing,any failure to build the ,a,m„�„n,.
this drawing
t uss In conformance with ANSI/TPI 1, orfor hatltlllnp, shl�pin�, installation end bracng of tmssesA Seel on ar cover pane fi750 Famm Drive
ty
I�stin Nis drawing indicates acceo}arice of nro ass ono enginserin rea onsibill(v soled for the deal n shown. The sw bill Suite 305
use �uilding
antl of Nis thawing for any sWcture Is trle responsibility of the Designer perYAN51/TPl 1 Sec.2.
For mom infama4anseelbia"ob'e eneml notes Band lhesewebsites: ALPINE vxw.al ineilw.com'TPl:vmw.t'nsta'690A wxxsbuntlusl .tom lrA: wmv.icrsafa.o Odando FL, 32821
SEON: 147942/ SPEC
Py: 1
Job Number: 19-0376
Cust R761
JRefAWS37610004 T16 /
FROM:DEG
Qy: 1
/OAKMONT CUSTOM HOMES /CUSTOM HOME/ROAF RES
DrwNo: 021.20.112024195
Truss Label: T5
AK / WHK 01212020
1
r 25'B
1q' 6T14 12592 1T 21'10'9
3a2' 31'
rdt ' S'894 + 5'BY4 Va 5'1'12
8'3'0 1
a S%5 esx0
/3X5 F T3 G
2 E
TI
5 7 �3X4
2 H
/3p4
3 v
655
®3X5
W1.5�(4f"1�
33XX99
a
B C
K
T
11 3. A 1 R e
PN
L
-3X4 Ill
a3X/llB22�X1 W1.5X4 .4Xe uSxs
e M
W1.5Xe-3X4(92)
W1.5Xd('] -3X5
p1.5X4
izP 188'
9'61 52 2'8'12, V3.'8
6'8' 1 '4
BB'2 12'Y4 14'e' 21'P4
289.4 21
�_ 11112
b
�� 18'8' 2
t-31''I
Loading Criteria (ps0
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefUCSI Criteria
♦ Maximum Reactions (Ibs)
TOLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT:NA
PP Deflection in loc L/defi L/#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.380 P 593 360
Lac R+ / R- / Rh
/ Rw / U / RL
B 462 /- /-
/225 /431 1216
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.483 P 467 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.076 R - -
V 1605 P P
/836 11366 P
Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TQ: 0.083 R - -
Y 692 /- /-
/442 f/23 /-
Coda/Mist Criteria
Code
NCBCLL: 10.00
Mean Height 35.17 it
Creep Factor. 2.0
reactions based on
MWFRS
Soffit: 2.00
TCDL: 4.0 psf
Bld Code: FED 2017 RES
g
Max TO CSI: 0.655
B Big Width = 8.0
Min Req = 1.
Load Duration: 1.25
BCDL: 4.0 sf
p
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.806
V Brg Width = 8.0
Y Brg Width = 8.0
Min Req = 1.9
Min Req = 1.5
Spacing: 24.0 "
C8C Dist a: 3.10 it
Rep Rep Fac: Yes
Max Web CSI: 0.799
Bearings B, V, & are a
rigid surface.
Loa from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have
forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1,60
WAVE
VIEW Ver. 17.02.01A.1115.21
Chords Tens.Comp.
Chords Tens. Comp.
Lumber
C-D 379 -251
H-I 1030 -604
Top chord: 2x4 SP 22501-1.9E; T2,T3 2x4 SP #2;
D - E 743 -312
I - J 428 -221
Bot chord: 2x4 SP #2;
E - F 428 -63
J - K 382 -197
Webs: 2x4 SP #2; W1 2x6 SP #2;
G - H 457 -72
Plating Notes
(") 3 plate(s) require special positioning. Refer to
Maximum Bart Chord Forces Per Ply fibs)
scaled plate plot details for special positioning
Chords Tens.Comp.
Chords Tens. Comp.
requirements.
V-U 655 -560
Q-N 669 -708
Wind
R-Q 682 -705
N-I 601 -614
Wind loads based on MWFRS with additional C&C
memberdesign.
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp,
Webs Tens. Comp.
Additional Notes
D-V 777 -599
T-G 762 -677
Refer to General Notes for additional information
V-E 1212-1211
G-R 450 -497
Laterally brace top chord below filter and bottom chord
E-U 922 -693
R-H 1013 -814
above filler at 24"o.c., including a lateral brace at chord
U-T 702 -893
M-1 642 -403
ends (If no rigid diaphragm exists at that point).
; N8F•.`Ys,%/i
VICE
`\��(4tl'
No70773 •`�.
*
� STATE OF f4W `
NA �11�?\\\\
COA#0-2 8
01
01/21/2020
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses recwire exVeme care in fabdca8nn, handlinn shipping, in;telling and bracing.,Refer ro end follow the latest edition
Componen[ Safety Information, bv.TPl and SBCA) foF satery practices pdorto pertorming lllese functions Installers shall provide
of BCSI (Building
temporart
bracing per BCSI., Unless noted o erwise,top chord shall have properly attachetl stmcturel shealryln end bottom chord shall have a grope y
attaclletl n id u:Illn9g nL�ocations shown for ppermanent lateral restraint of webs shall have braclnnn Ins�alled per BCSI sec4ons B3, B7 or 810,
and position as shown above and on the JolnfDetails, unless noted otherwise. Refer ro
_
drsawmgscelfiOA-Zpfa'sganderd plate posceitions�
NE
ALPINE
Alpin a division of ITW Buildingq Components Group Inc. shall not be res000nsibte for any deviation from this drawing,an failure to build the
bracing ttth,� drewiri
truss n conformance with ANSI 1, or for handlinq� shiupinu, Ins1a11aUdn and of WssesA seal on
listing this tlrawint� Indicates acceptance of pnro7esslone en Ineeriny responsibility solo for the desi nahown.
use &a Mir
or cover saye
The suiGblli tY
6750 Forum Drive
and of this sawing for any structure is responsibilitygof the Building Designer PC 1 Sea2.
Suite 305
For more information see this 'ob'senemi notes pg..nd these web,ites: ALPINE: www.a1i,61w.com'TPI:w tinstor SBCA:s .sbcindust.wm'
ICC: www.i=afaor,
Orlando FL, 32821
SEQN: 147939/ SPEC
Ply: 1
Jab Number: 19-0376
Cust R761
JRef.119S37a10o04 T9
FROWDEG
Qty: 2
/OAKMONT CUSTOM HOMES //CUSTOM HOME /ROAF RES
D=- 021.20.112024680
Truss Label: T6
AK / WHK 01/21/2020
15'
1 4
1q' 69'ma 1Y5'12 14'3' 2 22'0'4
ER4 +
30'2" 0;'
5 5'6.14 F 5'6.14 + 1110'
e'1'1Y TIm
=5X5
m1.6X4 G
®4E4 P
12
5 T2 m2X4
I
H
83D
2 (we
3
83X5
m1.58%d(^I��
XX99
e C6
a
K
1II T 1
t o B2 0
PN
s3Xi1.6XaC') 01.5VX6 4M T%M =3X5
((aa22��
oo
m1.5Xm-U4(921
59'2 I 36.12+ Yi'6 I
01,2k
65'12 _ 1�0'i4
66'2 12'2'4 149'
26� 2aA'e
31
31'
Loading Criteria test)
Wind Criteria
Snow Criteria (Pg.Pf in PSF)
Def#CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct NA CAT: INA
PP Deflection in loc L/defl L/#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
PC NA Cc: NA
VERT(LL): -0.338 P 667 360
Lee R+ / R- / Rh
/ Rw / U / RL
B 449 /- /-
1220 /448 1232
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): OAl2 P 547 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.072 Q - -
U 1684 /- /-
/832 /1341 /-
Des Ld: 37
EXP: C Kzt NA
HORZ L 0.078 Q - -
(T )
X 714 /- /-
1443 /735 /-
Code/Mist Criteria
.00
NCBCLL: 10.00
Mean Height 35.43 ft
Creep Factor. 2.0
Wind reactions based on
MWFRS
Soffit:
TCDL: 4.0 psf
Bldg Coda: FBC 2017 RES
Max TC CSI: 0.654
B Brg Width = 8.0
Min Req = 1.5
ion:
Load Duration: 1.25
psf
MWFRS Parallel
MWFRS Pare.1 Dist 0 to h/2
TPI Std: 2014
Max BC CSI: 0.655
U Brg Width = 8.0
X Brg Width = 8.0
Min Req = 2.0
Min Req = 1.5
Spacing: 24.0 "
C8C Dist a: 3.1Oft
Rep Fee: Yes
Max Web CSI: 0.898
Bearings B, U, 8 M are 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(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.01A.1115.21
Chords Tens.Comp.
Chords Tens. Comp.
Lumber
C-D 382 -221
G-H 1342 -890
Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2;
D - E 748 -291
H - I 1069 -894
got chord: 2x4 SP#2; B22x4 SP 2250f-1.9E;
E-F 463 -73
I-J 433 -231
Webs: 2x4 SP#2; W12x6 SP #2:
F-G 406 -63
J-K 368 -209
Bracing
Maximum Bot Chord Forces Per Ply (Ibs)
Wit Web -Blocks are 2x4 of grade: WB1 = SP #2,
Chords Tens.Comp.
Chords Tens. Comp.
and fastened to web with 3X3 or larger plates. See
U-T 640 -581
N-I 676 -633
DRWG BRWEBLOK1014 for further details.
Q-N 773 -725
Plating Notes
1-) 3 plate(s) require special positioning. Refer to
Maximum Web Forces Per Ply (Ibs)
scaled plate plot details for special positioning
Webs Tens.Comp.
Webs Tens. Comp.
requirements.
D-U T77 -600
S-G 814 -835
Loading
U-E 1213-1292
G-Q 1135 -1293
Truss passed check for 20 psf additional bottom
E-T 1002 -699
T - S 704 -965
Q-H 773 -489
M -1 682 -482
chord live load in areas with 42"-high x 24"-wide
nrx.\\\(fry?PN
/�''•;
�(p Wind
O
S//�i
Wind loads based on MWFRS with additional C&C
member design.
No 70773 �1
Additional Notes
Refer to General Notes for additional information ST41E OF %�W
.
Laterally brace top chord below filler and bottom chard O,f; , P \j
including lateral brace //
above filler at 24"o.c., a atchord �(. :'e(ORf�.Cf \�
ends (If no rigid diaphragm exists at that paint). //SS.Q ... Ea\\\\
//////111111111��\
COA40-2 8
01/21/2020
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re wire extreme cafe in fahricatin ,handlin shi ping. installing and bracing.. Refer ro and follow the latest edition
of BCSI (Building
Compo nenf Safety Information, byv TPI anu SBCA) tof sa�ety prectices poor to pertorming tDese functions. Installers shall provide tempore
hotrom nave erryl
bracing oer BCSI,., Unless ogled otilelwise,top chord shell have properly attached s[ruMural sheaNinp and chord Shall a pro
aafinchetl n Id cegqllingg Locations shown for Permanent lateral restraint of webs shall have bracinu Installed per BC51 sections B3, B7 or ut0y
of truss and es shown above and on the JoinCDefalls, unless noted otherwise. kefer to
_
position
Caawingsce7EUA-Zfof sgandard plate pace
NE
ALPINE
Alpine, a division of ITW BuildlI'nnn Components Group Inc. shall not be responsible for any deviation from this dmwing,any failure to build the
this drawing
rxlr«ox nxr
truss in conformance with AN51/TPI 1, or for handling, shippinp, installation and bmdnqq of trussesA s5eat on or cover pa a
listing this drawinc indicator accagge of nrofesslonal n in erinn rea onsibili solely forthe desi n shown. The suitability,
6750 Fomm Drive
and use of this Rmwing for any atructure is tra responsibility o�the Building Designer peIANSYTPI 1 Sec.2.
Suite 305
For more inramution see Nieces eaneral notes rone and these web styes: ALPINE: w valireiW.Com TPI: w inslor SBCA:w vsbdndus
.mm' ICC: wwwi=areor,
Orlando FL, 32821
SEON: 1479341 SPEC
Ply: i
Job Number: 19-0376
Cust R761 JRof IWS37610004 T14 I
FROWDEG
Dry: 2
/OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES
DrwMo: 021.20.112023197
Truss Label: T7
AK / WHK 01/21/2020
5
-!174
69N
12'1'12 14'J'12 22'0'4
302' 31•
dl S'9''14
5'eY1 T 0 6K'4
O'1Yz 1
a6X6
61.6X4 O
g4E F
T
2
' z mva
H
•3D
e
3 v
a]x
96C
® ~•�
e
K
�e Tj A t
ax P
OM �3Y
a3%5
p19X4 ram
1r1.9X43p 4(82)
01�6X41'•)
�Rn
MUM( " )
124• 1e'e•-(
�26• 652
6'ez 2K12 T1'a
6'a'12 1eY
65Z
122'4 21i a
ze'ev zs' z
334r
Loading Criteria (ps0
Wind Criteria
Snow Criteria (Pg,Pt in PSF)
DofI1CSl Criteria
♦Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct NA CAT: NA
PP Deffection in loc L/defi L/#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.384 O 568 360
Lac R+ / R- / Rh / Rw / U / RL
B 431 /-39 P 1241 1370 /209
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): OASIS O 495 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.070 P - -
T 1765 P A 1841 /1480 /-
Des Ld: 37.00
EXP: C Kzt NA
HORZ(TL): 0.086 L - -
W 531 /- /- 1281 /501 /-
Code I III Criteria
NCBCLL: 10.00
Mean Height 35.43 It
TCDL: 4.0
Creep Factor. 2.0
Wind reactions based on MWFRS
=
Soffit: 2.00
psf
BCDL: 4.0 psf
Bldg Code: FBC 2017 RES
Max TO CSI: 0.653
B Brg Width = 8.0 Min Req 1.5
T Brg Width = 8.0 Min Req = 2.1
Load Duration: 1.25
MWFRS Parallel Dist: 0 to N2
TPI Sid: 2014
Max SC CSI: 0.866
W Brg Width = 8.0 Min Req = 1.5
Spacing: 24.0 "
C&C Dist a: 3.1Oft
Rep Fac: Yes
Max Web CSI: 0.983
Bearings B, T, & L are a rigid surface.
Lac. from endwall: Any
FTIRT:20(0)/5(0)
Members not listed have forces less than 375#
GCpI: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.01A1115.21
Chards Tens.Comp. Chords Tens. Comp.
Lumber
B-C 454 -267 F-G 454 -126
Top chord: 2x4 SP 22501-1.9E; T2,T4 2x4 SP #2;
C- D 480 -243 G-H 1185 -855
Bot chord: 2x4 SP #2; S2 2x4 SP 2700f-2.2E;
D - E 858 -688 H - I 904 -856
Webs: 2x4 SP #2: W12x6 SP#2;
E-F 395 -113
W6 2x4 SP 22501-1.9E;
Maximum Bot Chord Forces Per Ply (Ibs)
Bracing
Chords Tens.Comp. Chords Tens. Comp.
WB:Web-Blocks ere2x4afgmde:WB1=SP#2,
B-V 317 -443 R-P 468 -262
and fastened to web with 3X3 or larger plates. See
V - U 330 -421 P - M 740 -686
DRWG BRWEBLOK1014 for further details.
U-T 331 -425 M-I 610 -526
Plating Notes
T-S 889 -679
(") 3 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
Maximum Web Forces Per Ply (Ibs)
requirements.
Webs Tens.Coni Webs Tens. Comp.
Loading
D-T 787 -605 G-P 1175 -1416
Truss passed check for 20 psf additional bottom
T - E 1480 -1366 P - H 800 -496
E-S 1069 -937 M-N 382 -583
chord live load in areas with 42"-high x 24"-wide
clearance.
\\1il((IIIII
���\ DO /z
S-R 950-1036 L-I 1025 -619
` /
R-G 1010 -910
Wind
`��,�-�-E Na��s%i
'
Wind loads based on MWFRS with additional C&C
memberdesign.
_ * �/ No 70T73;
Additional Notes
; K —
STATE OF
Refer to General Notes for additional information
/•vW`
Laterally brace top chord below filler and bottom chord
jO�F'•: ...... OR1aP
above filler at 24" o.c., including a lateral brace at chord
�j� SSi'"
ends (If no rigid diaphragm exists at that point).
COA#0-2 8
01/21/2020
'*WARNING*' READ AND FOLLOW ALL NOTES ON THIS DRAWING[
-IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Tmsses require exueme care in fabricating, hantllin shipping, in;ratline and bracing., Refer to and follow the latest edition
Component Safety Infonnahon, by TPI and SBCA) fo'r safety to racing. R these functions. Installers shall provide
of BCSI (Building
temporery
practices poor _
bmcirrl1g er 13CS�.,Unless noted a"thenvise,top chord shall have uropedy attached structural sheaNinQ and bottom chord;Ball have a pro0ail
shown for permanent lateral re3lmint of webs shall have bracing installed Der BCSI sections B3, B7 or B10Y
attache�ri Id celllnonly
�L�onBons
of Wss and position
as shown above and on the Joint Details, unless noted otherwise.
iteferto
drawings 160A-ZfDrstandard plate pace
A IPL NE
Alpine, a division of INJ Buildin Components Group Inc. shall not be responsible for any deviation from this tlrawing,any (allure to build the ,aa.,mvxv,
triPss in conformance with ANSI�'PI 1, or for ha dlin shiupinp, installation and bracinn of tmssesA seal on this tlrawing or cover pa a 6750 Foram Drive
Indicates lance � for the deli The suitability
Ilsting this drawnnnn acts nro�'essionar
antl use of this thawing for any s�ructure4s the responsibility
engineednqq responslblli((vv solely n shovm.
of the 9ulltling Desiglier per ANSOTPI 1 Sec.2.
Suite 305
For mare il4omlation sae ibis ob's a erel notes a eend these ueb sees: ALPINE: wxx.al ineRe.cam'TPI: wmvt instar SBCA: wmvsbdn4us
.mmICC: www.irrsafe.e Odando FL, 32821
SEON: 147963/ SPEC
Ply: t
Job Number. 19-0376
Cust R761 JRet1WS37610004 T17 /
FROWDEG
Oty: t
/OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES
DnvNo: 021.20.1120.25381
Truss Label: T8
AK / WHK 01/21/2020
I�
ro 6
iq 6.4"t] tt•trtt us•e, 1s•tmu a4're
3o'a• at•
SG'13 + 5'8'f3 F 18k 4.4"14 45"18
5'B•6 1
�5X5
G
F
gE
12
H
5 � T2
o
3v
5C
®Y5
"x8(^I
J
9
L4
.IIL xx
1 x 1 a R92
a PN 32
-]XOT2j ef:X4 -5X5 m3M
81.5X4 11IM41 ;XhI32) ...LLL�
1 X41'-1
01.5X6('j
� f 1715 1971
�
26" 639 5'S'1 3'e'13 , 48"6 4'4 14
1 1 I
4.1" fro"t
6i'1 tt'fii 149' 202'6 24T4
296.4
'155'
1—• 314
]1''I
Loading Criteria (ps0
Wind Criteria
Snow Criteria (P9,Pf in PSF)
Def /CSl Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT:NA
PP Deflection in loc Udell L/#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Cc: NA
VERT(LL): -0.240 P 966 360
-cc R+ / R- / Rh / Rw / U / RL
B 424 /-33 /- /233 /337 1209
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.302 P 767 240
BCDL: 10.00
Risk Category: ll
Snow Duration: NA
HORZ(LL):-0.047M - -
W 1660 A A /827 /1495 P
Des Ld: 37.00
EXP: C Kzt NA
HORZ L : 0.080 M - -
(T )
L 551 /- /- 1300 1519 A
Code I Misc Criteria
Noffit: 10.00 00
Mean Height 35.43 It
Creep Factor. 2.o
p
Wind reactions based an MWFRS
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 s(
Bldg Code: FBC 2017 RES
Max TC CSI: 0.605
B Brg Width = 8.0 Min Req = 1.5
Load Duration: 1.25
P
MWFRS Parallel Disc 0 to h/2
TPI Bid: 2014
Max BC CSI: 0.781
W Brg Wtlth=11.3 Min Req=2.0
L Brg Width= - Min Req= -
SpaGng: 24.0 "
C8C Dist a: 3.10 it
Rep Fac: Yes
Max Web CSI: 0.593
Bearings B 8 W are 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(s):
Maximum Top Chord Forces Per Ply fibs)
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.01A.1115.21
Chords Tens.Comp. Chords Tens. Comp.
Lumber
B-C 431 -348 H-1 660 -504
Top chord: 2x4 SP 2250F1.9E; T2,T4 2x4 SP #2;
C - D 455 -323 I - J 1363 -1182
Bat chord: 2x4 SIP#2; B22x4 SP 22501-1.9E;
D-E 833 -744
Webs: 2x4 SP 92; Wi 2x6 SP #2;
W6 2x4 SP 225061.9E;
Maximum Bat Chord Forces Per Ply fibs)
Plating Notes
Chords Tens.Comp. Chords Tens. Comp.
All plates are 3X4 except as noted.
B - Y 394 -420 S - R 390 -281
(")3plate(s) require special positioning. Refer to
Y-X 400 -399 R-O 1059 -1097
scaled plate plot details for special positioning
X-W 401 -404 O-N 1068 -1106
requirements.
W-V 922 -659 N-J 950 -931
Hangers/Ties
U-S 531 -266
(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 CBC
D-W 756 -576 S-H 829 -627
member design.
W-E 1529-1291 H-R 396 -428
Additional News \�\n�((((lll
E-V 973 -984 R-I 1007 -724
Refer to General Notes for additional information W')0 V/r/
U-F 882 -870 M-JO 874 -553
\\\\`A
N44C•,
S 742
Laterally brace top chord below filler and bottom chord `�V, y"E qs, ii
F - -766
above filler at 24" o.c., including a lateral brace at chord
70773
ends (If no rigid diaphragm exists at that point). No
I
_ �
• STATE OF ••4W`
iOX Fl G2��
R1
01/21/2020
*'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
MS as re[[��uire extreme care in fabricating, antllin shi ping, in;talling,antl bracing., Refer to antl follow fhe latest edition
of BCSI (Building
omponent Safe niiormahon, bv TPI and BSA) fo'r sa ty prachces pprior to pertormin these fu0ctions. Installers shall proyl'de tam ore
bracing per BCSIH<Snless noted oIDervrise,top chord shal ehave pregeny attached structu9al sheathma and bottom chord shall L1ave a prooefryl
_
attached n id ceihnnp uL�ocations shown for permanent lateral restmmt of webs shall have bracinn ins7@Iled per BCSI sections e3, B7 or t110Y
as awmgsce160A-Zfor standard pocegooF Wss antl position as shown above and on the JoinfDetails, unless noted oNerwise. peter to
plate
L IP NE
ALPINE
Alpine, a division of ITW Buildl'Inuu Components Group Inc. shall not be res onsible for any deviation from this dmwing,any failure
Wss in conformance wd� AN51/TPI 1, or for hantllinq, shiapinq, Installation and bmcinq of trussesA eal on this drawing or
to build the
cover pane
listing this drawing Indicates acceptance of Are ass one engineering respons7bill solely for the desi n shown.
675G Foram Drive
The an tillity Suite 305
and use of this drawing for any s cture Is the responsibility of the uilding Designer pe ANSI1TP11 Sec.2.
Farmore lMarmaCan sea this aYs enerelnoles aean4 Nesa xe5 s'Ms:ALPINE:vmw.al ineilw.comTPl: `Mva2.1 ins1.5 a9CF: wvm•.sbcin4us .wmICC:
wmvloaatae Odantl0 FL, 32821
SEQN: 147922/ SPEC
Ply. 1
Job Number: 19-0376
Cuet R761 JRetiWS37610004 T10 /
FROWDEG
Qty: 1
I
/OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES
DrwNo: 021.20.112026239
Truss Label: T9
AK / WHK 01/21/2020
1 ' S'4'13 9'11'11 1,3'4 18'e'1 21'W12
26'V12 31'
1 4'8"13 4'6"13 4'3"9 2'S"8 5'
S' 4'34
zISX5 =5X5
F G
5 7 E 896 11.H4
TI 12
TI
&3X4
n p p (we
^
=5X5(SRS) 1111.5�(4 to
3
0SX5
Tt B C
1
1
I 1
3= 1 A
saX4ttB211P 011.5X4 ` SX5 =5X8 Ba3%e
e8X0
11TR4(—)
9'8'15 2171
-
5'3'1 4'S9 4'8'13 T312
9'3'4 -
F-2.6- 5'31 9'8"3 14'S•• i' 21'6"12 +
31'
Loading Criteria (ps0
Wind Criteria
Snow Criteria (Pg.Pf in PSF)
DefUCSI Criteria
♦ Maximum Reactions (Ibs)
TCLL 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell L/#
Gravity Non -Gravity
TOOL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.069 H 999 360
Loc R+ / R- / Rh / Rw / U / RL
B 379 /- /- 226 /308 /278
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.083 H 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL):-0.013 F - -
N 1456 /- /- f717 11391 /-
Des Ld: 37.00
FXP: C K2C NA
HORZ TL 0.018 F -
( )
K 725 /- /- 1373 1655 /-
Cotle/Mfsc Criteria
NCBCLL: 10.00
Mean Height 35.17 it
Creep Factor.
Wind reactions based on MWFRS
Soffit 2.00
TCDL.4.0 pst
Bldg Code: FBC 2017 REB
Max TC CSI: 0.588
B Brg Width = Min Req = 1.5
Load Duration: 1.25
BCDL: 4.0 sf
p
MWFRS Parallel Dist 0 to h2
TPI Std: 2014
Max BC CSI: 0.442
N Brg Width = 11. 11.3 Min Req = 1.7
K Brg Width =- Min Req = -
Spacing: 24.0"
C&C Dist a: 3.10 ft
Rep Fac: Yes
Mez Web CSI: 0.879
Bearings B & N are a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 3759
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.01A.1115.21
Chords Tens.Comp. Chords Tens. Comp.
Lumber
B-C 175 -409 F-G 515 -300
Top chord: 2x4 SP #2; T1 2x4 SP 22501-1.911;
C - D 194 -386 G - H 1394 -1030
Bot chord: 2x4 SP#2; B22x4 SP 2250f-1.9E;
D-E 557 -661 H-1 1154 -1073
Webs: 2x4 SP#2; W12x6 SP#2;
E-F 494 -375
Bracing
Maximum Bot Chord Forces Per Ply (Ibs)
WB: Web -Blocks are 2x4 of grade: WBi = SP 92.
Chords Tens.Comp. Chords Tens. Comp.
and fastened to web with 3X3 or larger plates. See
N - M 728 -406 L - K 1188 -1502
DRWG BRWEBLOK1014 for further details.
M-L 453 -389
Plating Notes
(")1 plate(s) require special positioning. Refer to
Maximum Web Forces Per Ply (Ibs)
scaled plate plot details for special positioning
Webs Tens.Comp. Webs Tens. Comp.
requirements.
D-N 593 -438 G-L 782 -1045
Hangers/Ties
N-E 1521 -1160 L-H 603 -321
E-M 880-1001 L-I 477 -254
(J) Hanger Support Required, by others
M-G 675 -462 I-K 1570 -1276
Wind
\
Wind loads based on MWFRS with additional C&C "�\ poDO
memberdesign. 74,
\� �!
V�CENat.•-.
Right end vertical exposed to wind pressure.
Deflection meets U180. No 70773 #�
Additional Notes = *'
Refer to General Notes for additional information STATE OF W ZZ
Awl
LORA
aION-
01/21/2020
-WARNING*' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses renuire extr¢me cefe in (abricatinq, hendlin shiyping, installing,entl brcing.. Refer to and fallow the latest edition
Component Safety Informabon, byy TPI and SBCA) to) safety practices poor [o performing these functions Installers shall provide
of BCSI (Building
temporary
bmdng oar BCSI,., Unless noted olnelwise,top chord shall have propedy attached structural sheathing and bottom chord shall have a proper) _
attache n id ceilln Locations shhown far ppeernanent lateral restraint of webs shall have bracing ins .lied per BCSI sections
and as shown above and on the Join Details, unless noted otherwise.
B3, B7 or 10Y
Referb
drawingsce7fi0A-ZPoYsRsndard plate pos LonfsWss poslhon
ALPINE
Alpine a division of ITW Buildlnn Components Group Inc. shall not be responsible for any deviation from this drawlrlg,an failure to build the
truss in conformance with AN51/TPI 1, or for handlin4, shippin�, installation and bmcinq of trussesA seat on thi)v tlrawirYg or cover pane 6750 Forum Drive
listing this drawinn Indicat¢a acceptance of uro essiona, engineerin respons bill solely for the des n shown.
this iawing for is the Oullding Desigdder ANSUTPI 1 Sec.2.
The suitability Suite 305
and use of r7 any structure responsibility ofthe per
OdaM0 FL. 32821
Formate infonNi ialion see s lobs general notes a ibe and se web silos: ALPINE: www.el veitwm' .caTPI: w t'nsto SBxwx. CA, sbdndus
mwww. .m'ICC: ixsafe.o
SEON: 1479191 SPEC Pry: 1 Job Number: 19-0376 Cust R761 JRaY.1W537610004 T15 /
FROWDEG CRY: 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNo: 021.20.1120.20638
Truss Label: T10 AK / WHK 01212020
7 6 12'3"4 18'8'12 24'8"12 3r8"
1 S'10"6 5'6"14 171 6' S'11"4
6'6"10 5'8"10 63"12 6'3'B _ 5'9"6
(--26 --)- 6'6"10 1 12'3.4 16T' F 24'10"8 I 30'8"
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL 10.00
Soffit 2.00
Load Duration: 1.25
Spacing: 24.0"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 34.76It
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.07 ft
Loc from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP 42; T1 2x6 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; W1 2x6 SP #2;
Bracing
WB: Web-Blccks are 2x4 of grade: WB1 = SP #2,
and fastened to web with 3X3 or larger plates. See
DRWG BRWEBLOK1o14 for further details.
Plating Notes
(••)1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads based on MWFRS with additional C&C
memberdesign.
Right end vertical exposed to wind pressure.
Deflection meets L/180.
Additional Notes
Refer to General Notes for additional information
Snow Criteria (P9Af in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Mlsc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT1RT:20(Oy5(0)
Plate Type(s):
WAVE
Def#CSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): -0.193 L 999 360
VERT(CL): 0.239 L 999 240
HORZ(LL):-0.0751 - -
HORZ(fL):0.0961 - -
Creep Factor. 2.0
Max TC CSI: 0.786
Max BC CSI: 0.749
Max Web CSI: 0.800
VIEW Ver. 17.02.01A.1115.21
01/21/2020
I
T_o
i
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Lcc R+ /R- /Rh /Rw /U /RL
B 1308 /- /- /690 M247 /295
1 1134 /- A 1558 /1073 A
Wind reactions based on MWFRS
B Big Width = 8.0 Min Req = 1.5
1 Big Width = 4.0 Min Req = 1.5
Bearings B & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 2446 -2238 E - F 2055 -1608
C - D 2454 -2232 F - G 2098 -1794
D - E 2123 -1797
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - N 1903 -2389 L - K 1605 -1993
N-M 1993-2501 K-J 2028 -2530
M - L 1991 -2503 J -1 2034 -2531
Maximum Web Forces Per Ply (Ibs)
Webs Tens.ComP. Webs Tens. Comp.
D-L 602 -434 K-G 643 -471
E-L 402 -317 G-1 2681 -2223
K-F 395 -328
INSTALLERS
1w the latest edition of PCSI (Building
is. Installers shall pr%de temporary
no bottom chord shall Have a pre ery
ad per BCSI sections B3, B7 or 10Y
unless noted otherwise. kpefer to
ALPINE
NE
W �Mw
6750 Forum Drive
Suite 305
SEON: 147912/
SPEC
Ply: 1
Job Number. 19-0376
Cush R761 JRefaWS3761(K04 T92 l
FROM:DEG
Oty: 1
/OAKMONT CUSTOM HOMES
//CUSTOM HOME/ROAF RES
DneNo: 021.20.1120.23306
Truss Label: T11
AK / WHK 01/212020
1q"
5'6"70 103"4
15'6" 20'B"12
22'6 2
26'1 30'8"
�1
4'8"10 4'B'10
5'2"12 5Y12
2'
3'11"10
a5X8
W1.5X4
s5X5
E
F
G
2
s5X5
araX5 101.5X4
Sp
H
T
®1.D
T T
2
3
iv
`r
05X5fSRS)
CC
o
� vl
ZN
T1 8
A 1
I
1 �32'
92 L
K
s3X4IA1D))
uNN4r)
a3X4
�5XB
4X7
ae6X6
1734 F '12 ]'4"6 T9"B
f---26"—� 10'3"4 I 75'6" 22'10"8 3lYB"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCOL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: ll
EXP. C Kzt NA
Des Ld: 37.00
Mean Height: 34.34 it
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h2
Spacing: 24.0"
C&C Dist is: 3.07 it
I-= from endwall: Any
GCpi: 0.18
Wind Dumbon: 1.60
Top chord: 2x4 SP #2; T1 2x6 SP #2;
Bet chard: 2x4 SP 2250f-1.9E; B22x4 SP #2;
Webs: 2x4 SP 92; W1 2x6 SP #2;
Plating Notes
(--)1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads based on MWFRS with additional C&C
memberdesign.
Right end vertical exposed to wind pressure.
Deflection meets L/180.
Additional Notes
Refer to General Notes for additional information
a
Snow Criteria (PaPf in PSF)
Def1/CSl Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in Joe Udefl Li#
Gravity Non -Gravity
Pf: NA Cc: NA
VERT(LL): -0.189 F 999 360
Lee R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.225 F 999 240
B 1306 /- /- /713 /1241 /312
Snow Duration: NA
HORZ(LL):-0.057 K - -
K 1131 /- /- 1556 /1076 /-
HORZ(TL): 0.070 K - -
Wind reactions based on MWFRS
Code l Misc Criteria
Creep Factor: 2.0
B Big Width =8.0 Min Req=1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.828
K Big Width = 4.0 Min Req = 1.5
TPI Sid: 2014
Max BC CSI: 0.887
Bearings B & K are a rigid surface.
Members not listed have forces less than 375#
Rep Fee: Yes
Max Web CSI: 0.700
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0y5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver. 17.02.01A.1115.21
1978
B-C 2435-2222 F-G 2335 -2054
C - D 2435 -2222 G - H 2335 -2054
D-E 2144-1946 H-1 2070 -1f753
E - F 2260 -1978
as
01212020
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-0 186.5-2543 M-L 1723 -2095
O-N 1994-2641 L-K 1088 -1341
N-M 1751 -2218
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
C-O 436 -216 G-L 394 -442
D-N 489 -315 H-L 1089 -893
F-M 380 -296 L-1 1051 -1161
M-G 335 -376 I-K 1652 -1457
ALPINE
6750Fortun Drive
Suite305
Orlando
FL, 32821
SEON: 147909/ SPEC Ply: i Job Number. 19-0376 Cust R761 JRef.1V1S3761W04 T39 /
FROM:DEG Oty: 1 /OAKMONTCUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNo: 021.20.1120.21278
Tress Label: T12 AK / WHK 0121/2020
iq 1'3"4 15'11"3 23'3"9 3" "
1n0 T5"4 F T7°15 + T4"7 T4-7
= 1^2 =a p =5E5 =4F5 T4 1113 `5
T
W1:5x4(—)
7'2"11 T6"3
(-2'6"1 + 157"11 23'1"13 08" -�
Loading Criteria (ps0
Wind Criteria
TCLL: 20.00
Wind Std: ASCE7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP. C Kzt NA
Des Ld: 37.00
Mean Height 33.92 it
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0"
C&C Dist a: 3.07 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1,60
Top chord: 2x4 SP 2250f-1.9E; T1 2x6 SP #2;
T4 2x4 SP #2;
Bat chord: 2x4 SP #2; 61 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2; W1 2x6 SP #2;
W7 2x4 SP 2250M AE;
Bracing
WE: Web -Blocks are 2x4 of grade: WB1 = SP #2,
and fastened to web with 3X3 or larger plates. See
DRWG BRWEBLOK1014 for further details.
Plating Notes
(") 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads based on MWFRS with additional CBC
memberdesign.
Right end vertical exposed to wind pressure.
Deflection meets L/180.
Additional Notes
Refer to General Notes for additional information
Of
Snow Criteria (Pg,Pr in PSF)
Def!]CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Pf: NA Ce: NA
VERT(LL): -0.222 E 999 360
Lu: NA Cs: NA
VERT(CL): 0,276 E 999 240
Snow Duration: NA
HORZ(LL):-0.074 H - -
HORZ(TL): 0.093 H - -
Code lMiscCriteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC C51: 0.980
TPI Std: 2014
Max BC CSI: 0.931
Rep Fac: Yes
Max Web CSI: 0.763
FT/RT:20(0)/5(0)
Plate Type(s):
VIEW Ver. 17.02.01A.1115.21
WAVE
01/21/2020
TT
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Lee R+ / R- ! Rh / Rw / U / RL
B 1304 /- /- 019 /1240 287
H 1130 /- /- /553 /1076 A
Wind reactions based an MWFRS
B Brg Width = 8.0 Min Req = 1.5
H Brg Wdth=4.0 Min Req=1.5
Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-C 2192-2184 D-E 2491 -2450
C-D 2182-2176 E-F 1951 -1889
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - L 1080 -2455 J - 1 2458 -2716
L - K 1932 -2401 1- H 1852 -2009
K-J 1937-2402
Maximum Web Forces Per Ply (Ibs)
Webs TenS.CDMP. Webs Tens. Comp.
C-L 379 -80 E-1 760 -639
D-J 674 -652 I-F 538 -375
J-E 377 -110 F-H 2O90 -2038
INSTALLERS
)w the latest edition of SCSI (Building
is. Installers shall �Vroylde temporary
nd hottom chord @Hall pave a properly
ed par BCSI seceons 3, B7 or 10,
unless noted otherwise. keferto
ALPINE
NE
x wa not
6750 Forum Drive
Suite 305
SEQN:147876/ SPEC Ply: 2 Job Number. 19-0376 Cust R761 JRefAWS37610(D0l T37 /
FROWDEG Qty: 1 /OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES DrwNo: 021.20.1120.25271
Tmss Label: T13 AK / WHK 0121/2020
2 Complete Trusses Required
1 " 6'3"4 1tl5"3 14'T'3 18'5"10 22 l 26'4"5 30'8"
1 5'S"4 4'1"15 4'1"15 3'10'7 3'10'7 4'm3 4'3"11
2 5 0SX5 m3F8 _3G4 msx5 m3X4 -3x5 me4XK
3 p
4(B82) B1 R =21X4 =5X5 �m �SX
�I7.5X4 S �05 1111.5)
—2'6„--}- 6'S" + 3'10'9 4'tl'3 + 4'1°15 4'1'95 4tl3 ��
6'5" 10'3"7 14'3"11 16'S70 227"9 26'T'13 30'8"
Loading Criteria (ps0
Wind Criteria
TCLL: 20.00
Wnd Std: ASCE7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: ll
EXP: C Kzt NA
7.0
Des Ld: 37.00
Mean Height: 33,51 it
NCBCLL: O
TCDL: 4.0 psf
Soffit 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0"
CBC Dist a: 3.07it
Loc. from endwall: NA
GCpr 0.18
Wind Duration: 1.60
Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E;
Bat chard: 2x4 SP 02; 81 20 SP 2250f-1.9E;
Webs: 2x4 SP 92;
Lt Wedge: 2x4 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" O.C.
Bat Chord:1 Row @12.00"o.c.
Webs : 1 Row @ 4" o.m
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Loading
#1 hip supports 6-3-4 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical exposed to wind pressure.
Defection meets U180.
Additional Notes
Refer to General Notes for additional information
Laterally brace top chord below filler and bottom chord
above filler at 24" a.c., including a lateral brace at chord
ends (If no rigid diaphragm exists at that point).
a
Snow Criteria(P9.Pf in PSFT
DefBCS1 Criteria
Pg: NA Ct NA CAT: NA
PP Defection in too Udell L/#
Pf: NA Ce: NA
VERT(LL): -0.359 G 999 36(
Lu: NA Cs: NA
VERT(CL): 0.457 G 805 24(
Snow Duration: NA
HORZ(LL):-0.078M - -
HORZ(TL): 0.100 L - -
CodeIMiscCriteria
Creep Factor. 2.0
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.776
TPI Std: 2014
Max BC CSI: 0.832
Rep Fac: No
Max Web CSI: 0,402
FT/RT:20(Ou5(0)
Plate Type(s):
WAVE
VIEW Ver. 17.02.O1A.1115.21
as
T T
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2294 /- /- /- /2187 180
L 2296 /- /- A 12121 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
L Brg Width = 4.0 Min Req = 1.5
Bearings B & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 2320 -2503 G - H 2864 -3087
C - D 1782 -1928 H -1 2864 -3087
C - E 562 -602 I - J 2306 -2481
D-F 1621 -1769 J-K 1378 -1475
F - G 2968 -3206
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-R 2334-2114 P-0 3218 -2951
R - Q 2343 -2117 O - N 2544 -2334
Q - P 2942 -2692 N - M 1573 -1440
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
D-E
608 -470
N-J
1131 -1028
E-Q
W -616
J-M
974 -930
E-F
1129-1198
M-K
1781 -1638
0-1
667 -603
K-L
1070 -1111
I-N
647 -698
of
failure to build y the
Icover
. The s - bllity 1
ALPINE
Iwmxoxavv
6750 Foram Drive
SEON: 1480071 COMN Ply. 2 Job Number. 19-0376 Cusb R'61 1Rel,12M3761000,i T19 /
FROM:DEG Oty: 1 /OAKMONT CUSTOM HOMES //CUSTOM HOME IROAF RES DrwNo: 021.20.1720.20623
Truss Label: T14 AK / WHK 01/212020
2 Complete Trusses Required
2'4" 15'1"1 1710"
3'4° S'9°i {- §jw, a
a4x4
E
i B
'4' 3' 2'S13 3'S3
(---26° 6' 21T 72'4" 111,
15'2"13 ta'6°
Loading Criteria (ps0 Wind Criteria
TCLL: 20.00 Wind Std: ASCE7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: I
DEXP: C Kzt NA
Des Ld: 3Z00
Mean Height 34.15 ft
NCBCLL: 10.00 TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf
Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2
Spacing: 24.0" C&C Dist a: 3.00ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B3 2x6 SP #2;
Webs: 2x4 SP #2; W1 2x6 SP #2;
Nallnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bat Chord:1 Row @12.00"o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
--- Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
TC: From 54 plf at -2.50 to
54 pIf at
0.83
TC: From 55 pIf at 0.83 to
55 pIf at
14.33
TC: From 28 pIf at 14.33 to
28 pIf at
17.83
TC: From 54 pIf at 17.83 to
54 pIf at
1 B.67
BC: From 4 pIf at -2.50 to
4 pIf at
0.00
BC: From 20 pIf at 0.00 to
20 plf at
12.33
BC: From 10 pIf at 12.33 to
10 pIf at
16.33
BC: From 20 pIf at 16.33 to
20 pIf at
18.67
TC: 1456 lb Conc. Load at 14.33
BC: 725 lb Conc. Load at 14.33
SC: 551 lb Conc. Load at 16.33
Plating Notes
(")1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads and reactions based an MWFRS.
Snow Criteria (Pg,Pf In PSF)
Pg: NA Ct: NA CAT: NF
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep F= Varies by Ld Casa
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defi/CSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): -0.017 J 999 360
VERT(CL): 0.021 P 999 240
HORZ(LL): 0.012 K - -
HORZ(TL): 0.013 K - -
Creep Factor. 2.0
Max TC CSI: 0.752
Max BC CSI: 0.415
Max Web CSI: 0.207
VIEW Ver. 17.02.01A.1115.21
Refer to General Notes for additional information
0�\pNDO �yj"/z
No 70773
i STATE OF W
�DA�•°ZZ
F'LORIOi'' O ��
`
ON AL �?���
V10-2 8 //6111111\\\\�
0121/2020
M THIS DRAWINGI
FORS INCLUDING THE INSTALLERS
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 376 /- P
A 1413 /-
O 434 P P
P /422 1-
O 2274 /- A
1- 2151 1-
R 1083 /- /-
/- 11040 /-
Wind reactions based on MWFRS
B Big V0d9h=8.0
Min Req =1.5
O Big Width =8.0
Min Req =1.5
O Brg Width = 8.0
Min Req = 1.5
R Bug Width = 8.0
Min Req = 1.5
Bearings B, O, O, & I are a dgid surface.
Members not listed have forces less than 3759
Maximum Top Chard Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
G-H 993-1U45 H-1 982 -1038
Maximum But Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
K-J 957 -902 J-1 981 -922
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
F-L 401 -396 K-G 1105 -1165
L-K 401 -412 G-J 400 -343
ALPINE
m"' a
6750 Foram Drive
Suite 305
Orlando FL, 32821
SEON: 147798/ SPEC Ply: 1 Job Number. 19-0376 Cust R791 JRet1wS378l0004 T4 r
FROM:DEG Oy. 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNo: 021.20.1120.23758
Truss Label: T15 I AK / WHK 0121/2020
6
'T
1N
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit 2.00
Load Duration: 1.25
Spacing: 24.0"
17'10"
5'2" 3'4"
=4X4
E
1 6' 6'4"
6'4"
3' 6'4"
2'6" 6. '} 94. �• 12,4"
Wind Criteria
Wind Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height: 34.15 R
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 it
Loc from endwall: Any
GCpi: 0.18
Wind Duratian: 1.60
Top chord: 2x4 SP #2; T1 2x4 SP 22501-1.9E;
But chord: 2x4 SP #2;
Webs: 2x4 SP #2; W1,W7 2x6 SP #2;
Plating Notes
(") 2 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Blocking
Full Height Blocking reinforcement required to
prevent buckling of members over the bearings:
bearing 0located at 0.0'
bearing 2located at 5.7'
Additional Notes
Refer to General Notes for additional information
"IMPORTANT' FURNISH THIS
Snow Criteria (Pg,H in PSF)
Pg: NA Ct NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Dumtion: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fee: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
DefUCSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): -0.060 1 999 360
VERT(CL): 0.0721 999 240
HORZ(LL): 0.023 G - -
HORZ(TL): 0.025 G - -
Creep Factor: 2.0
Max TC CSI: 0.638
Max BC CSI: 0.470
Max Web CSI: 0.172
VIEW Ver: 17.02.01A.1115.21
0121/2020
W111111/1"
�GENaF•••, 1T /�i
i
No 70773
;dZZ
gTATE OF • ZZ
FL ORIOP•: G� \��
'ONA�
1111111111��
♦ Maximum Reactions (Ibs)
Gravity
Non -Gravity
Loc R+ IR- /Rh
/Rw I /RL
B 378 /- /-
1221 /405 1132
N 472 P A
1273 /400 /-
P 518 /- A
1258 /445 /-
H 211 /- /-
1118 /211 /-
Wind reactions based on
MWFRS
B Big Width = 8.0
Min Req = 1.5
N Brg Width = 8.0
Min Req = 1.5
P Brg Width = 8.0
Min Req = 1.5
H Brg Width = 8.0
Min Req = 1.5
Bearings B, N, P. & I are
a rigid surface.
Members not listed have
farces less than 375#
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
M-N 513 -416
J-K 549 -438
M-0 506 -387
I-G 444 -97
F-J 546 -414
ALPINE
m w
Suite Famm Drive
Suite305
Orlando FL, 32821
SEQN: 1477951 SPEC Ply: 1 Job Number. 19-0376 Cust R761 JRePAW537610004 T11 /
FROM:DEG Oty: 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNa: 021.20.1120.20312
Truss Label: T16 AK / WHK 0121/2020
11134 + 18.
68 N-1 _ lad 5266'
—04
ea4XF �3Xt
12
03X4
=3X3
T 5
D
G
T
12
3
T
P 0
N
06X6
=3X8
ae3X4
a5H5
m
1 1 1 1 T1 B 1
A
TS
J
I
1
R 0 S M
K
2
56 34 + 1 I 26 2619"1r0—I
Loading Criteria (pan
Wind Criteria
Snow Criteria (Pg.Prm PSF)
DaR/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT.NA
PP Deflection in loc Udefi U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.024 K 999 360
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.048 K 999 240
B 375 /- /- 1220 /424 /130
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.013 H - -
Q 473 P /- /282 /381 P
Des Ld: 37.00
EXP. C Kzt NA
HORZ(TL): 0.015 H - -
S 492 /- P /244 /392 /-
NCBCLL: 10.00
Mean Height 33.74 R
Code / Misc Criteria
Creep Factor. 2.0
1 384 A P 1280 1434 /-
Soffit 2.00
TCDL:4.0 list
Bldg Code: FBC 2017 RES
Max TC CSI: 0.536
Wind reactions based on MWFRS
Load Duration: 1.25
BCDL: 4.0 list
p
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.314
B Brg Width = 8.0 Min Req = 1.5
Q Brg Width = 8.0 Min Req = 1.5
Spacing: 24.0 "
C8C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.130
S Brg Width = 8.0 Min Req = 1.5
Lac from endwall: Any
FT/RT:20(0)/5(0)
I Brg Width = 8.0 Min Req = 1.5
GCpi: 0.18
Plate Type(s):
Bearings B, Q, S, & K are a rigid surface.
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.01A.1115.21
Members not listed have forces less than 375#
Lumber
Maximum Web Forces Per Ply (Ibs)
Top chord: 2x4 SP #2; T7,T5 2x4 SP 2250f-1.9E;
Webs Tens.Comp. Webs Tens. Comp.
Bot chord: 2x4 SP#2;
P-Q 489 -417 G-L 506 -435
Webs: 2x4 SP#2; W1,W92x6 SP#2;
P-D 483 -409 L-M 504 -432
Plating Notes
(••) 2 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads based on MWFRS with additional C&C
memberdesign.
Blocking
Full Height Blocking reinforcement required to
prevent buckling of members over the bearings:
bearing 0located at 0.0'
bearing 2located at 5.7'
Additional Notes
Refer to General Notes for additional infornadon
01/2112020
ALL CONTRACTORS INCLUDING
No 70773
STATEOF /f4W`
GAl
00NA1.
411111III0
Ter BCSI: Unless noted otherwise,top chord shall have properly attached structure] shealinA and hotex a om snau nave a progeny
ngld ce'ilin99 Locations shown for permanent lateral restraint of wehs shall have bacing no lied per BCS sections B3, B7 or 10,
icable. Appply fates to each face of truss and position as shown above and on the Join Details, unless noted cthelwise. Refer to ALPINE
)s 160A-Z far s�andard plate positions.
a division of ITW Buldinng Components Group Inc., shall not be responsible for any deviation from this draw My falure to build the
conformance with ANSI 1, or for handling, shlppinn, Installation and bracing o{tmssesA seat on this drawing or cover paq�e 6750 Forum Drive
this drawing Indicates acceptance of nroasslone engineering responsibility solely for the desl ashown. The ew bllity Suite 305
in of this r7rowing for any structure is rile responsibility of the 9uliding Designer per ANSUTPI 1 ac.2.
'nfomragon we this lab's mineral notes rave and Nese aeb sues: ALPINE vmwalpineie,m,TPl'asasv.loimtom' a9cA, wrnv.sbdrdusW.wm, ICC: aw I=afa.om Orlando FL, 32821
SEON: 1477891 SPEC I Ply: 1 Job Number. 19-0376 Cust R761 JRef1WS37610004 T21 )
FROM:DEG Oty: 1 /OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES DmNo: 021.20.1120.22073
Truss Label: T17 AK / WHK 01/21/2020
9'4°+ 1I 1T10" 18104 '6°12100� 462 4°
fi
12 a5X8 U12X4 a,5X8
5 p D E F
3 12
, I
T7 o4g5(CRS) $4X5(SRH) ,`mn
GG T5
A
aa3X4(Al) 101.SnZin
X4 _5X8 101.5X4 E3X4(Al) 1
5'6"8
Loading Criteria (ps8
Wind Criteria
TCLL: 20.00
Wind Std: ASCE7-10
TOOL 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt NA
Des Ld: 37.00
Mean Height: 33.33 it
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0"
CBC Dist a: 3.00it
Lac, from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP #2; T1,T5 2x6 SP #2;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Special Loads
Lumber Dur.Fac=1.25 / Plate Dur.Fac=1.25)
TO: From 54 pit at -2.50 to 54 pit at 0.83
TO: From 55 pit at
0.83 to 55 pit at
5.40
TQ From 27 pit at
5.40 to 27 pit at
13.27
TQ From 55 pit at
13.27 to 55 pit at
17.83
TC: From 54 pit at
17.83 to 54 pit at
21.17
SC: From 4 pit at
-2.50 to 4 pit at
0.00
BC: From 20 pit at
0.00 to 20 pit at
5AO
SC: From 10 pit at
5.40 to 10 pit at
13.27
BC: From 20 pit at
13.27 to 20 pit at
18.67
BC: From 4 pit at
18.67 to 4 pit at
21.17
TC: 192lb Cone. Load at 5.40,13.27
TO: 113 lb Cone. Load at 7.06, 9.06, 9.60,11.60
BC: 71 lb Cone. Load at 5.40,13.27
BC: 92 lb Con.. Load at 7.06, 9.06, 9.60.11.60
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
9'4" 13'1°8
Snow Criteria(P9,Pf in PSF)
DefUCS1 Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L#t
Pf: NA Ce: NA
VERT(LL): -0.162 E 999 360
Lu: NA Cs: NA
VERT(CL): 0.190 E 999 240
Snow Duration: NA
HORZ(LL):-0.047 G - -
HORZ(TL): 0.054 G - -
Code lMlscCriteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.761
TPI Std: 2014
Max BC CSI: 0.438
Rep Fac: Varies by Ld Case
Max Web CSI: 0.227
FT/RT:20(0)/5(0)
Plate Type(s):
VIEW Ver. 17.02.01A.1115.21
WAVE
No 70773 t y
8w� STATE OF rW
01212020
INSTALLERS
5.6"8
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Lee R+ /R- /Rh /Rw /U /RL
B 1371 /- /- /- /1289 /-
H 1371 /- P P 11289 P
Wind reactions based on MWFRS
B Big Width = 8.0 Min Req = 1.5
H Erg Width = 8.0 Min Req = 1.5
Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 2107 -2399 E - F 2427 -2783
C - D 2094 -2391 F - G 2094 -2391
D - E 2427 -2783 G - H 2107 -2399
Maximum But Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-L 2142-1849 K-J 2150 -1841
L-K 2150-1841 J-H 2142 -1849
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
D-K 740 -685 K-F 740 -685
E-K 597 -440
ALPINE
AVpN'QW4n'
6750 Foram Drive
Suite 305
Orlando FL, 32821
SEON: 148088/ SPEC Ply: 1 Job Number. 19-0376 Cust R761 JRetiW937
6100T02 %
FROM:DEG Oty: i /OAKMONTCUSTOM HOMES/]CUSTOM HOME/ROAF RES DmNo: 0e4 21.20.1120-23415
Tress Label: T18 AK / WHK 0IM12020
II
Loading Criteria (ps8
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Dumlion: 1.25
Spacing: 24.0"
Lumber
10" f 10"F 6'82 I 14'0"8 i144"
510 3 3'8
12 =5X5 �5X10
417 D
TO"12 6'11"12 J
F� 2'6" TO"12 } 140"6 -
3^8
U'4"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 21.66 ft
TCDL 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 ft
Lac, from endwall: Any
GCpr 0.18
Wind Duration: 1.60
Top chord: 2x4 SP #2; T3 2x4 SP 2250f-1.9E;
Bat chord: 2x4 SP 2250r-1.9E;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x4 SP 92;
Bracing
WB: Web -Blocks are 2x4 of grade: WB1 = SP 92,
and fastened to web with 3X3 or larger plates. See
DRWG BRWEBLOK1014 for further details.
Special Loads
-(Lumber Dur.Fac. 1.25 / Plate Dur.Fac =1.25)
TC: From 54 plf at -2.50 to
54 plf at
0.83
TC: From 55 plf at 0.83 to
55 plf at
6.73
TC: From 27 plf at 6.73 to
27 plf at
14.33
BC: From 4 plf at -2.50 to
4 PH at
0.00
BC: From 20 plf at 0.00 to
20 plf at
6.76
BC: From 10 plf at 6.76 to
10 plf at
14.04
TC: 351 lb Conc. Load at 6.76
TC: 150 lb Conc. Load at 8.79,10.79,12.79
BC: 396 Ib Conc. Load at 6.76
BC: 118 lb Conc. Load at 8.79,10.79,12.79
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Snow Criteria (Pg,N in PSF)
Pg: NA Ct NA CAT: NF
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Varies by Ld Cass
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
De0/CSl Criteria
PP Deflection in loc Udell LH#
VERT(LL): -0.094 D 999 360
VERT(CL): 0.160 D 999 240
HORZ(LL):-0.015 G - -
HORZ(TL): 0.024 G - -
Creep Factor. 2.0
Max TC CSI: 0.825
Max BC CSI: 0.478
Max Web CSI: 0.629
VIEW Ver: 17.02.01A.1115.21
0121/2020
TTT
r�
1 iN 20'11"4
14
z0'4^
♦ Maximum Reactions ([be)
Gravity Non -Gravity
Lcc R+ /R- /Rh /Rw /U /RL
B 1210 P P /- 1850 /-
F 1268 P /- /- 1806 P
Wind reactions based on MWFRS
B Big Width =8.0 Min Req=1.5
F Brg Width = 3.0 Min Req = 3.0
Bearings B B F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Como. Chords Tens. Como.
B-C 1583-2480 D-E 1454 -2351
C-D 1628-2537
Maximum Hot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-H 2363-1498
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
H-E 2190-1293 E-F 2320 -2644
ALPINE
µ�
6750 Foram Drive
Suite 305
Odantlo FL, 32821
SEQN: 147712 / SPEC Ply: 1 Job Number. 19-0376 Cust R761 JReIAWS37810004 T87 i
FROM:DEG Qy: 1 /OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES DrwNo: 021.20,1120.21964
Tmss Label: T19 AK / WHK 0121/2020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: %00
Des Ld: 37.00
NCBCLL 10.00
Soffit, 2.00
Load Duration: 1.25
Spacing: 24.0"
( 10+ 4'9"8 + 8'8"12 } 13'10"8
10" 3'77°6 3'11"6 5'112 5°
Wind Criteria
Wind Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 22.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Pamllel Dist 0 to h2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical exposed to wind pressure.
Deflection meets L/180.
Additional Notes
Refer to General Notes for additional information
12
8'10"8
14'4"
=4X4
E
5'
13'10"8
=4XIrF
TT
N
T�
i,
1
T20'11"4
20'4"
Snow Criteria(Pg,Pf in PSF)
Def#CSI Criteria
A Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L#f
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.042 C 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.056 D 999 240
B 695 /- P /400 /491 1202
Snow Duration: NA
HORZ(LL): 0.016 C - -
G 513 /- /- 1249 1364 /-
HORZ(TL): 0.019 C - -
Wind reactions based on MWFRS
Code 1 Misc Criteria
Creep Factor. 2.0
B Brg Width = 8.0 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.788
G Big Width = 3.0 Min Req = 3.0
TPI Std: 2014
Max BC CSI: 0.658
Bearings B & G are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.419
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp, Chards Tens. Comp.
Plate Type(s):
WAVE
VIEWVer. 17.02.01A.1115.21
B-C 1017 -949 D-E 710 -674
C-D 1097 -978 E-F 718 -607
01/21/2020
tZ
No 70773
STATE OF jrlW`
INSTALLERS
Maximum But Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B -1 896 -1286
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
D-1 505 -308 F-G 922 -736
I-F 604 -778
mural snee in ono oaao cnom sneu nave a pro eny
lave bracing ns tied per B SI sections B3. B7 or 10
on the Joint Details, unless noted otherwise. Refer ta'
ALPINE
r any deviation from this dmwing,any failure to build the
ang of tNmssesA seal on this dmwing or cover pa
The
6750 Forum Drive
Daslgiriei per ANSI/7PdtIllc Zhown. suifa�llity
Suite 305
i;TPI: wxw.Ipiwt M; SBCA: w+.wsbtintlus4y.com; ]CC: ewx.kvI faorg
Orlando FL, 32821
SECN: 1477091 SPEC Ply: 1 Jab Number: 19-0376 Cust R761 JRar.1W337910004 T88 %
FROWDEG Cry: 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrvMo: 021.20.1120.20749
Truss Label: T20 AK / WHK 01212020
10" 59"6 F 10e"12 + 13'10°8 14p°
10" 4'11"6 4'11"6 33 5"8
Loading Criteria (ps0
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: ll
EXP: C Kzt NA
Des Ld: 37.00
Mean Height: 22.33 it
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0"
C&C Dist a: 3.00it
Loa from endwall: Any
GCpi: 0AS
Wind Duration: 1.60
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
memberdesign.
Right end vertical exposed to wind pressure.
Deflection meets U180.
Additional Notes
Refer to General Notes for additional information
a
5'11"2
=V,l =4X4
E F
13'10"8
[1
144"
Snow Criteria (Pg,Pf in PSF)
DeBICSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT:NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): -0.040 D 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.069 D 999 240
B 695 /- A /399 /494 /252
Snow Duration: NA
HORZ(LL): 0.010 C - -
G 514 A A 254 /372 A
HORZ(TL): 0.014 H - -
Wind reactions based on MWFRS
Code I Misc Criteria
Creep Factor. 2.0
B Brg Width = 8.0 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.718
G Brg Width = 3.0 Min Req = 3.0
TPI Std: 2014
Max BC CSI: 0.677
Bearings B & G am a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.488
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEWVer:17.02.01A.1115.21
IB-C 950 -982 D-E 1140 -990
C-D 1026 -1015
as
01/21/2020
INSTALLERS
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-1 923-1220 1-H 355 -633
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
D-1 456 -770 G-H 420 -581
I-E 679 -748 F-G 1090 -1118
E-H 743 -459
ALPINE
NIIIWUpNXY
6750 Forum Dave
Suite 305
Orlando FL, 32021
SEON: 147703/ SPEC I Ply: 1 1 Job Number: 19-0376 Cust:R761 JRef..1WS37610004 T89 %
FROM:DEG City: 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNo: 021.20.1120.21683
Truss Label: T21 AK / WHK 01/212020
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
TvE,
s•C 10' 6re'6 178'12 13'10'8
1P 511'8 s'119 1'1'1
4'T
t�2,3,� 6'11'2 + O'1iT
6'117 13'teR
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 22.66 it
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP 02;
Rt Bearing Leg: 2x6 SP 92;
Wind
Wind loads based on MWFRS with additional C&C
memberdesign.
Right end vertical exposed to wind pressure.
Deflection meets L/180.
Additional Notes
Refer to General Notes for additional information
144'
Snow Criteria (P9 Pf in PSF)
De0/CS1 Criteria
♦Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): -0.043 D 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.069 D 999 240
B 695 /- /- 1397 1496 1302
Snow Duration: NA
HORZ(LL): 0.012 C - -
G 515 A /- /263 1380 /-
HORZ(TL): 0.016 F -
Wind reactions based on MWFRS
Code I Misc Criteria
Creep Factor. 2.0
B Brg Width = 8.0 Min Req = 1,5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.720
G Brg Width =3.0 Min Req= 3.0
TPI Std: 2014
Max BC CSI: 0.614
Bearings B & G are a rigid surface.
Rep Fee: Yes
Max Web CSI: 0,886
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEWVer. 17.02.O1A.1115.21
B-C 880 -915 D-E 1108 -929
C-D g63 -950
as
O1/21/2020
INSTALLERS
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.CDMP. Chards Tens. Comp.
B-1 857-1126 I-H 168 -381
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
D-1 549 -346 G-H 536 -848
I-E 821 -942 F-G 1238 -1361
E-H 858 -491
ALPINE
6750 Forum Drive5
Suite Orlando FL, 32821
SEON: 147700/ SPEC Ply: i Job Number: 19-0376 Cust R761 JRef;1WS37610004 T105'
FROM:DEG Oty: 8 /OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES DnwNo: 021.20.112021341
Truss Label: T22 AK / WHK 01/21/2020
10" 4'0"12 7' 13'10"6 14'4'
10' 32'12 38°4 6'3°a 5"
5
41
Loading Criteria (p90 Wind Criteria Snow Criteria (P9.Pf in PSF) Dof lCSl Criteria
♦Maximum Reactions (Ibs)
TCLL: 20.00 Wind Ste: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Defection in too L/defl L/#
Gravity Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.038 D 999 360
Lee R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.061 1 999 240
B 695 /- /- 1394 /497 /341
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL):-0.012 H - -
G 515 /- /- 1272 /386 P
Des Ld: 37.00 EXP: C Kzt NA HORZ(TL): 0.019 H - -
Wind reactions based an MWFRS
NCBCLL: 10.00 Mean Height: 22.93 it Code I Misc Criteria Creep Factor. 2.0
TCDL: 4.0 psf
B Brij Width = 8.0 Min Req = 1.5
Soffit 2.00 BCDL: 4.0 sf Bldg Cade: FBC 2017 RES Max TC CSI: 0.556
P
G B Width = 3.0 Min Re 3.0
r9 q =
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Ste: 2 Max BC CSI: 0.5
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Re es Max Web CSI: 0.586 86
Spacing: 24.0" C&C Dist a: 3.00 it Rep Fee: Yes
Maximum Top Chord Forces Per Ply (Ibs)
Lac. from endwall: 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. 17.02.01A.1115.21
B-C 1-D-E 878 -834
Lumber
C-D 1108 08 -1008 8
Top chord: 2x4 SP 2700f-2.2E; T2 2x4 SP #2;
Bat chord: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Webs: 2x4 SP#2;
Chords Tens.Comp. Chords Tens. Comp.
Fit Bearing Leg: 2x6 SP #2:
B-I 922-1129 I-H 757 -981
Wind
loads based on MWFRS with additional C&C
Maximum Web Forces Per Ply (Ibs)
member design.
member
Webs Tens.Comp. Webs Tens. Comp.
Right end vertical exposed to wind pressure.
E - H 841 -742 F - G 1668 -1166
Deflection meets L/180.
Additional Notes
Refer to General Notes for additional information
/L."
;,pDO
11,P
ENaf.
No 70773 ., * L
*( =
STATE OF ,:4W
ii0,plp••=oLORtOP • G2,�
O/SS/NNA 11�?\���
coA#a-z a
01/2t/2020
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
7cusses rettulre exbeffnne can: in fabricaUnp, hryandlingp ship➢ping, inStalling,end bracing., Refer to and follow the latest edition of BCSI (Buittling
Component Safety Information, by.TPl end SBCA) to} se}ery practices poor to pertonning these fu ctions Installers shell provide tempos
bracing per SCSI. Unless noted o erv.rise,top chord shall have propedvv attached stmMuml sheatry�npp and bottomm chord Shall
attached rinid ceiling Locations shown for oennanent lateral resuaint bf webs shall have bracingp instelletl per SCSI sections
asapPlirable. Apply plates td each face_of Wss antl position as shown above end on the JoinfDeiails, unless notetl otherwise.
have a prooperryl _
B3, B7 or B10Y
fiefer to
drewmgs 7fi0A-Z for standard plate posmons.
A IPL NE
Alpine, a division of ITW Buildinuu Components Gmup Inc.,shail not be responsible for any deviation from this dmwing,any failure to build the µmmwwr
miss in nfo0nance viithh ANSI/TPI i, odor hantllinp, shiaOinp, installation antl bracing of tmssesA seal on this drawing or cover pa e, , 6750 Fomm Ddve
listing th�s �rawlnS, InCica4es acce�tance_gf Rro7esslonai enBin��ring_ responslbll_ty splay for,)he tles�n shown. The suhability 6750 sr5
SEGN: 148074/ SPEC Ply: 2 Job Number: 19-0376 Cusb R761 JRetlWS376f0004 T67 i
FROM:DEG Gly: 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNo: 021.20.1120.25724
Truss Label: T23 AK / WHK 010r2020
2 Complete Trusses Required
e
iv sn• i to trtye
�+P 8'1' 41• +P
=a%5
e xa 3
E F
�� rcrz c4_12 s
rctz rase r os
14
us
Loading Criteria (ps0
Wind Criteria
TCLL: 20.00
Wind Std: ASCE7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 22.71 it
NCBCLL: 0.00.0
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0"
CBC Dist a: 3.00it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Tap chord: 2x4 SP #2; T3 2x4 SP 22501-1.9E;
Bot chord: 2x4 SP 27001-2.2E; B2 2x6 SP M-26;
Webs: 2x4 SP #2;
Fit Bearing Leg: 2x6 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: i Row @ 5.50" o.c.
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 54 pif at -2.50 to 54 pif at
0.83
TC: From 55 pif at 0.83 to 55 plf at
7.56
TC: From 27 plf at 7.56 to 27 pif at
13.00
TC: From 27 pif at 13.00 to 27 pit at
14.33
BC: From 4 pif at -2.50 to 4 plf at
0.00
BC: From 20 pif at 0.00 to 20 pif at
7.06
BC: From 10 pif at 7.06 to 10 pif at
13.88
BC: 1759 He Cane. Load at 7.56
BC: 691 he Conc. Load at 9.56,11.56
SC: 6921b Conc. Lead at 13.56
Plating Notes
("') 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Additional Notes
Refer to General Notes for additional information
"IMPORTANT"
Snow Criteria (Pg,Pf In PSF)
Pg: NA Ct NA CAT: W
Pf: NA Cc: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fee: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
DeB/CSI Criteria
PP Deflection in loc L/defl V#
VERT(LL):-0.111 D 999 360
VERT(CL): 0.160 1 999 240
HORZ(LL): 0.028 F - -
HORZ(TL): 0.042 F - -
Creep Factor. 2.0
Max TC CSI: 0.729
Max BC CSI: 0.733
Max Web CSI: 0.673
VIEW Ver. 17.02.01A1115.21
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
No 70773 :
*; =
jrZZ
STATE OF W
S31ONAl
!#0-2 8 ty/
01/21/2020
f ALL NOTES ON THIS DRAWINGI
\LL CONTRACTORS INCLUDING THE INSTALLERS
installing and bracing. Refer to and follow the latest edit
'actices prior to performing these fu0mions Installers sh9l
properly attached stmmuralsheattlm en, Installers chord
:straint of webs shall have brsran insialled per BCSI sect
as shown above and on the Join Details. unless noted o
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Lee R+ /R- /Rh JR% /U /RL
B 1852 A /- /- 11346 /-
G 2934 /- /- A /2064 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
G Brg Width = 3.0 Min Req = 3.0
Bearings B & G are a rigid surface.
Members not listed have farces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 1542 -2233 D - E 1553 -2254
C. D 1580 -2280
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B -1 2133 -1467
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
I-E 2299-1568 G-H 1462 -1033
E-H 517 -721 F-G 2531 -2551
re a pro eny
B7kefer W
ALPINE
to build the
Is pa
to sui q®Ility
6750 Foram Drive
Suite 305
Ice w.vu.lvsaranm
Orlando FL, 32821
SEQN: 1480921
FROM: DEG
SPEC
I Ply: 1
Qty: 1
Job Number. 19-0375
/OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES
Truss Label: T24
Cust R701 JRet1WS370100a4 Teo
DrwNo: 021.20.1120.21029
AK / WHK 01/212020
10'
4'2' 7621 13'6'
19'
10
3'4" 6' 3'4"
5'6"
m4X12
101.5X6
2
F
G
4 T4
=pXB =E6
T T
2 v
T
T2
0 3
M
e5X5
Wfi c
m
B C
I
1 is
A
K J
I
H
=3X6fA11
101.5X4 ==110510
=4X6
=6X6
4'3"12 66"12 37"8
5'6"
t�2'6" .�.F 9'70"8 + 1*3 + 19'
Loading Criteria (psg
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed:160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: It
EXP: C Kzt NA
Des Ld: 3Z00
Mean Height 21.79 it
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist o to h/2
Spacing: 24.0"
CBC Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP 2250f-1.9E; T2,T4 2x4 SP #2;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2; W6 2x4 SP 2250f-1.9E;
Special Loads
-(Lumber Dur.Fac=1.25 / Plate Dur.Fac=1.25)
TC: Fmm 54 plf et -2.50 to 54 plf at 0.83
TO: From 55 pIf at 0.83 to
55 pit at 4.17
TC: From 54 pit at 4.17 to
54 pIf at 10.17
TC: From 55 pIf at 10.17 to
55 pIf at 13.50
TC: From 54 pit at 13.50 to
54 pIf at 19.00
BC: From 4 pit at -2.50 to
4 pit at 0.00
BC: From 20 pit at 0.00 to
20 pit at 19.00
TO: 921b Cone. Load at 4.17
TO: 99lb Cone. Load at 5.06
TC: 65 lb Cone. Load at 5.94
TC: 2901b Cone. Load at 13.50
TC: 1601b Cora Load at 15.06,17.06
BC: 19 lb Cone. Load at 4.17
BC: 7616 Con.. Load at 5.06
BC: 320 lb Cone.. Load at 5.94
BC: 314 Ib Cone.. Load at 13.50
BC: 110 lb Cone. Load at 15.06,17.06
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Snow Criteria (Pe,Pt in PSF)
DeRICSl Criteria
♦Maximum Reactions (Ibs)
Pg: NA CL NA CAT: NA
PP Deflection in lac Udell L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): -0.280 J 808 360
Loc R+ / R- / Rh / RW / U / RL
Lu: NA Cs: NA
VERT(CL): 0.444 J 509 240
B 1612 /- /- A 11124 /-
Snow Duration: NA
HORZ(LL):-0.052 H - -
H 1759 A A A 11192 A
HORZ(TL): 0.085 H - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor. 2.0
B Brg Width = 8.0 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.775
H Brg Wdth =- Min Req = -
TPI Std: 2014
Max BC CSI: 0.852
Bearing B is a rigid surface.
Rep Fae. Varies by Ld Case
Max Web CSI: 0.953
Members not listed have forces less than 375#
Maximum Top Chord Farces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE, HS
VIEWVer. 17.02.01AA115.21
B-C 2462-3801 D-E 3462 -5212
C-D 2511 -3872 E-F 2107 -3048
Maximum But Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens, Comp,
B - K 3639 -2351 J - 1 5258 -3515
K - J 3676 -2352 I - H 2858 -1887
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
D-J 1584-1145 F-I 1592 -2008
E - I 1774 -2614 F - H 2O47 -3107
NEMS
No 70773
*f _
i STATE OF ,;111 `
i�'e�'..3ORtVT- CN -1
V10-2 8 ��OissjUNAII \\N\\x \
01212020
iN THIS DRAWINGI
TORS INCLUDING THE INSTALLERS
vacina. Refer to and follow the latest edition of
lave a pro eny
se B7,%r W
ALPINE
re to build the
cover pays
The suitability,
6750 Foram Dma
Suite 305
m: ICC: we 1=afe.om
Orlando FL, 32821
SEON: 1480951 SPEC Ply: 1 Jab Number: 19-0376 Cust R761 JRet1VJS37610004 Tea /
FROWDEG Cry: 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrvMo: 021.20.1120.20390
Truss Label: T25 AK / WHK OV21/2020
10° 1217R'
546' 56V
1'
�4X6 1111 SX4
F G
12
4 se4X7 =5X5 T T
D E II
2 12
v v
m
� m
A
53X4 M
B° 1
�20'4"
_2X4(Ai) 101.5X4 =5X12 =6X6
9'
fi'3"12 5'6"12 T1"8
�26" 6'3"12 + 11'10"8 + 19'
Loading Criteria (ps0
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefUCSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too L/defl L#I
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.079 E 999 360
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.136 E 999 240
B 870 /- /- 1483 /616 /234
BCDL: 10.00
Risk Category: ll
Snow Duration: NA
HORZ(LL): -0.019 H - -
H 691 /- /- /346 /485 /-
Des Ld: 37.OD
EXP: C Kzt NA
HORZ(TL): 0.033 H - -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height 22.12 ft
Code I Misc Criteria
Creep Factor. 2.0
B Big Width = 8.0 Min Req = 1.5
Soffit: 2.00
TCDL: 4.0 Pat
Bldg Code: FBC 2017 RES
Max TC CSI: 0.7fi5
H Brg Width =- Min Req = -
Load Duration: 1.25
BCDL: 4.0 sf
P
MWFRS Parallel Disc o to h@
TPI Sttl: 2014
MaXBC CSI: 0.621
Bearing B is tl rigid havesurface.
forces
Members not listed havetomes less than
Spacing: 24.0"
C&C Dist a: 3.00 ft
Rep Fee: Yes
Max Web CSI; 0.529
Maximum Tap Chord Fames Per Ply (Ibs)
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Chor
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEWVer.17.02.01A.1115.21
B-C 1356-1441 D-E 1597 -1495
C-D 1440-1482 E-F 1839 -1671
Lumber
Top chord: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord: 2x4 SP#2;
Webs: 2x4 SP #2;
Chords Tens.Comp. Chords Tens. Comp.
B-J 1364-1750 I-H 586 -813
Hangers l Ties
J -1 1370 -1749
(J) Hanger Support Required, by others
Wind
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Wind loads based an MWFRS with adtlitional C&C
member design.
I-E 960 -793 F-H 975 -784
Right end vertical exposed to wind pressure.
I - F 1313 -1377
Deflection meets L/180.
Additional Notes
Refer to General Notes for additional information
as
01/21/2020
INSTALLERS
ow the latest edition of BCSI (Building
1s. Installers shall pro vIde temporary
nd bottom chord shallXave a properly
led per BCSI sections 83, B7 or 61.
s. unless noted otherwise. Refer ro
ALPINE
NE
mnwcwurx.
6750 Foram Ddve
Suite 305
Orlando FL, 32821
SEQN: 1476461 SPEC I Ply: 1 1 Job Number. IM376 Cust R761 JRefAWS37610004 T70 I
FROM:DEG Dry: 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrcMo: 021.20.1120.26504
Truss Label: T26 AK / WHK 01212020
4'6°
8'2"
14'2"
17'6" 19,
=4X5 1111.5X4
G H
ee =5X5 E T T
F II
M
[V
o >
1pI
120'4"
=5X8 =4V =-6X5
19,
8'3"12 5'B"8 4'1172
26" 8'3°i2 14'0"4 1 19'
Loading Criteria (ps0
Wind Criteria
TOLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 22.46 0
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist 0 to h2
Spacing: 24.0"
C&C Dist a: 3.00it
Loc. from endwall: Any
GCpi: 0.16
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2; Ti
2x4 SP 27001-2.2E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Hangers/Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical exposed to wind pressure.
Deflection meets U180.
Additional Notes
Refer to General Notes
for additional information
Snow Criteria (Pg,Pf in PSF)
DetgCS1 Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/de0 L/#
Pf: NA Cc: NA
VERT(LL): -0.069 K 999 360
Lu: NA Cs: NA
VERT(CL): 0.112 K 999 240
Snow Duration: NA
HORZ(LL):-0.019 I - -
HORZ(TL): 0.031 1 - -
Code I Misr. Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.555
TPI Sid: 2014
Max BC CSI: 0.627
Rep Fee: Yes
Max Web CSI: 0.564
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
VIEW Ver. 17.02.01A.1115.21
0121/2020
i
No 70773
r )��
STATE OF ; „W
♦ Maximum Reactions (lbs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 870 /- /- /484 /621 284
1 691 /- /- /353 1494 A
Wind reactions based an MWFRS
B Brg Width=8.0 Min Req=1.5
1 Brig Width =- Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-C 1439-1460 E-F 1059 -954
C-D 1514-1499 F-G 1248 -1078
D-E 1236-1274
Maximum But Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-K 1385-1870 J-1 237 -417
K-J 1187-1556
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
D-K 381 -215 J-G 1123 -1215
E-J 410 -258 G-1 848 -651
J-F 8DO -612
ALPINE
/JIIryIPNMYI
6750 Forum Drive
Suite 305
Oriando FL, 32821
SEON: 1476401 SPEC Ply: 1 Job Number. 19-0376 Cust R761 JRef:1WS3761D0a4 TM I
FROM:DEG Cry: 1 /OAKMONT' CUSTOM HOMES//CUSTOM HOME/ROAF RES DnvNo: 021.20.1120.21512
Truss Label: T27 AK / WHK 01/212020
10 4'8' 4'8' 6' 2Y0'
II
10'3"12
26" 10712
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 22.711t
NCBCLL: 10.00
TOOL 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0"
CBC Dist a: 3.00 ft
Lac. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2; Tl 2x4 SP 2250f-1.9E;
Bat chord: 2x4 SP 22501-1.9E; B2 2x4 SP #2;
Webs: 2x4 SP #2;
Hangers I Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical exposed to wind pressure.
Deflection meets U180.
Additional Notes
Refer to General Notes
for additional information
1.5G4
Snow Criteria (Pg,Pfm PSF)
Defli Criteria
♦ Maximum Reactions (lbs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L#t
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): -0.059 D 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.090 D 999 240
B 871 /- /- 1485 1625 /320
Snow Duration: NA
HORZ(LL): 0.017 C - -
H 692 /- A 1357 /500 A
HORZ(TL): 0.022 H - -
Wind reactions based on MWFRS
Code I Mtsc Criteria
Creep Factor. 2.0
B Big Width = 8.0 Min Req = 1.5
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.487
H Brg Width =- Min Req = -
TPI Std: 2014
Max BC CSI: 0.980
Bearing B is a rigid surface.
Rep Fac: Yes
Rep FacO(0)/5(0)
Max Web CSI: 0.980
Members net listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/Plate :20(0) 5
Chords Tens.Comp. Chords Tens. Comp.
WAVE
VIEW Ver. 17.02.01A.1115.21 1
B-C 1370-1427 D-E 1021 -1097
C-D 1450-1465 E-F 1021 -10D6
O V212020
TO ALL
Maximum Bat Chord Farces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-1 1353-1831 1-H 481 -690
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
D-1 571 -373 F-H 887 -757
I - F 608 -738
properly attachetl structural sneatnlnuu aria oo[rom cnDM snag nave a progeny
:straint of wehs shall have bmcin ins [led per SCSI sections B3, B7 or 10.
keferto
as shown aboveand on the Jolnti9Details, unless noted otherwise.
ALPINE
not be responsible for any deviation from this drawing.any failure to build the
u,,,wm„ase
1, Installation and bracing of tmssesA seal on thi? drawing or cover pane
The blllty
For
6750 Forum Drive
ngineering re ponsibill( sole )v for the tlesenn shown. su
bi?iq of the eWell ng DealgdI r peYANSVTPI'I Sec.2.305
Suite
LPINE: w aipine'Nvcom' TPI' w+vx.tpinstom: SBCA: waw.sbcinEust,oxn, I= v lkxsafsera
Orlando FL, 32821
SEON: 1476361 SPEC I Ply: 1 Job Number. 19-0376 Cost R761 JRet1WS3m10004 T62 i
FROM:DEG 0ty: 1 /OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES DmNo: 021.20.1120.23743
Truss Label: T28 AK / WHK 01/212020
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
10'{ 6'T'12 12'2" 16'6"8 1Q'
10 612 5'6"4 F 6'4°8 5"
=4X8 =4X4
E F
19
6'6" 5'8" e'4"8
—2'6"- 1 6'6" + 12,2" + 1e'6"8
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 22.571t
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
memberdesign.
Right end vertical exposed to wind pressure.
Deflection meets L/180.
Additional Notes
Refer to General Notes for addiflonal information
1'
Snow Criteria(P9.Pr in PSF)
Deg/CSI Criteria
♦ Maximum Reactions(lbs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): -0.068 D 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.112 J 999 240
B 062 /- P 1486 1614 1229
Snow Duration: NA
HORZ(LL):-0.020 H - -
G 690 /- P /338 /507 P
HORZ(TL): 0.033 H - -
Wind reactions based on MWFRS
Code I Misc Criteria
Creep Factor. 2.0
B Brg Width = 8.0 Min Req = 1.5
Bldg Code: FBC 2017 RES
Mac TC CSI: 0.767
G Brg Width = 4.0 Min Req = 4.0
TPI Std: 2014
Max BC CSI: 0.585
Bearings B & G are a rigid surface.
Rep Fee: Yes
Max Web CSI: 0.746
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:
Chords Tens.Comp. Chords Tens. Comp.
Plate Typepe(s):
WAVE
VIEWVer 17.02.01A.1115.21
B-C 1234-1392 D-E 807 -845
C-D .320-1434
as
01/21/2020
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Corp.
B-J 1315-1540 I-H 757 -946
J - 1 1311 -1541
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
D-1 696 -597 G-H 496 -651
E-1 439 -288 F-G 1477 -1513
E -H 997 -812
the latest edition of BCSI (Building
Installers shall Vprovide temperary
bottom chord afiall have a pro pperly
II per SCSI sections B3. B7 or B10,
unless noted otherwise. keferto
re to build the
cover pa e„
The suifabIlity,
ALPINE
NE
W @VMX
8750 Foram Drive
Orlando FL, 32821
SEON: 147632/ SPEC Ply: 1 Job Number. 19-0376 Cust R761 JRer.1WS97610004 T60
FROM:DEG Oty: 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNo: 021.20.112021262
TrussLabel: T29 AK / WHK 0121T2020
Loading Criteria (psq
TCLL 20.00
TOOL 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
1D° 3'S"8 TT12 14'2" 18.6.8 i19'
1U� 2TB 4•Y4 + 6'8°4 r4-8 s%
�4x8 =04
F G
26"T6" 6'e" 4'4"e
1 T6" 14'2" 18'6"B
Wind Criteria
Wind Sod: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height 22.90 it
TCDL: 4.0 pat
BCDL: 4.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Rl Bearing Leg: 2x6 SP 92;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical exposed to wind pressure.
Defection meets L/180.
Additional Notes
Refer to General Notes for additional Information
5"
1'
Snow Criteria (Pg,Pfin PSF)
Def#CSI Criteria
♦Maximum Reactions (Ibs)
Pg: NA Ct NA CAT: NA
PP Defection in loc Udell L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): -0.073 K 999 360
Lac R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.118 K 999 240
B 863 P /- /485 /618 /279
Snow Duration: NA
HORZ(LL):-0.022 I - -
H 691 P !- 1346 /517 /-
HORZ(TL): 0.034 1 - -
Wind reactions based on MWFRS
Code / Miss Criteria
Creep Factor. 2.0
B Brg Width = 8.0 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.764
H Brg Width = 4.0 Min Req = 4.0
TPI Std: 2014
Max BC CSI: 0.558
Bearings B & H are a rigid surface.
Rep
Rep Fac: Yes
Max Web CSI: 0.684
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
T/R 20)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate T e s :
YP ()
WAVE
VIEWVer. 17.02.01A.1115.21
B-C 1426-1463 D-E 1264 -1340
C-D 1495-1501 E-F 627 -625
O1/21/2020
Maximum But Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chards Tens. Comp.
B-K 1388-1670 J-1 538 -728
K-J 1236-1477
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
E-J 815 -750 H-1 576 -705
F - J 454 -333 G - H 1335 -1429
F-1 947 -740
Of
re a any
proeferio'
.B7R
ALPINE
to build the
ver pa a
6750 Forum Drive
1e suifablliry
Suite 305
ICG: auwlruereem
Orlando FL, 32821
SEON: 1476261 SPEC Ply: 1 Job Number: 19-0376 Cust R761 JReflM37610004 T57 /
FROM:DEG Cry: 1 /OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES DrwNo: 021.20.1120.2,574
Truss Label: T30 AK / WHK 01/21/2020
10" 01� 1'S'I 'B6.551S 5101I40
5�
~2g•
05'
16'2'
10'6'0
Loading Criteria (ps0
Wind Criteria
Snow Criteria (Pe,Pf in PsF)
DofUCSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi L/#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.067 D 999 360
Lee R+ / R- / Rh / Rw / U / RL
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.105 D 999 240
B 863 /- /- /482 /621 /329
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL):-0.020 I - -
H 692 /- /- 1355 /527 1-
Des Ld: 37.00
EXP: C Kzt NA
HORZ(TL): 0.029 1 - -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 23.24 it
Code / Misc Criteria
CreepFactor. 2.0
B Big Width = 8.0 Min Req = 1.5
Soffit: 2.00
TCDL: 4.0 sf
p
Bldg Code: FBC 2017 RES
Max TC CSI: O'716
H erg Width = 4.0 Min Req = 4.0
Load Duration: 1.25
BCDL: 4.0 cal
MWFRS Parallel Dist: 0 to h/2
TPI Bid: 2014
Max BC CSI: 0.716Members
Bearings B & li area rigid surface.
forces less 5#
Spacing: 24.0"
C&C Dist a: 3.00 it
Rep Fee: Yes
Max Web CSI: 0.556
MaximumnTopot
Ibs
Chord Fo cesPer Ply (Ibs)
p )
Loc. from endwall: Any
FT/RT:20(0y5(0)
en
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEWVer. 17.02.01A.1115.21
B-C 1320-1406 D-E 1157 -1182
C-D 1410-1446 E-F 450 -372
Lumber
Top chord: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord: 2x4 SP #2;
Chords Tens.Comp. Chards Tens. Comp.
Webs: 2x4 SP #2;
Rl Bearing Leg: 2x6 SP
#2;
B - K 1331 -1543 J - 1 307 -466
K-J 847-1082
Wind
Wind loads based on MWFRS with additional C&C
Maximum Web Forces Per Ply (Ibs)
member design.
Webs Tens.Comp. Webs Tens. Camp.
Right end vertical exposed to wind pressure.
Deflection meets L/180.
D - K 479 -315 F - I 923 -701
K-E 486 -362 H-1 638 -854
Additional Notes
E-J 759 -665 G-H 1401 -1500
Refer to General Notes for additional information
F-J 515 -470
0121/2020
any
INSTALLERS
m the latest edition of SCSI (Building
is. Installers shall provide tempura
nd bottom chord shall have a Pm e
ad per BCSI sections B3, B7 or g10Y
:. unless noted othernise. hefer to
ALPINE
NE
mwa
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 1476221 SPEC Ply: 1 Job Number. 19-0376 Cust R761 JRef:1WS37610004 T53 /
FROWDEG Cry: 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNo: 021.20.1120.21575
Truss Label: T31 AK / WHK 01/212020
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
ID' 6'6'5 fY6"fi 196"6 i11
a4x4rl
2 g5%5
4 2
o15x4 r
0
2 122 e T
g4x4 N
;r T1 9 t
1 Y A —4304
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height 23.57 It
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist 0 to 1,/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2;
Plating Notes
(••) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical exposed to wind pressure.
Deflection meets U180.
Additional Notes
Refer to General Notes for additional information
"IMPORTANT` FURNISH THIS
I
Snow Criteria (Pg,Pf in PSF)
Deg/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): -0.065 D 999 360
Loc R+ / R- / Rh / Rw / U / RL
B 863 A A /476 /627 /391
Lu: NA Cs: NA
VERT(CL): 0.099 D 999 240
Snow Duration: NA
HORZ(LL):-0.020 H - -
G 603 A /- /363 /494 A
HORZ(TL): 0.028 H - -
Creep Factor. 2.0
Wind reactions based on MWFRS
B Erg Width = 8.0 Min Req = 1.5
Code / Mist Criteria
Bldg Code: FBC 2017 RES
Max TC CSI: 0.637
G Brg Width =4.0 Min Req = 4.0
TPI Std: 2014
Max BC CSI: 0.956
Bearings B & G are a rigid surface.
Rep Fee: Yes
Max Web CSI: 0.743
Members not listed have forces less than 3759
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate T20(0)/:
VIEW Ver: 17.02.01A1115.21
WAVE
B-C 1311-1362 D-E 1105 -1093
C-D 1399-1404
01/21/2020
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-1 1287-1470 I-H 700 -909
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
D-I 549 -373 F-G 1885 -1464
I-E 596 -439 G-H 543 -657
E-H 936 -813
1011161.11
ALPINE
ANfIVIWMVYIV
6750 Famm Drive
Suite 305
Orlando FL, 32821
SEON: 1476121 SPEC Ply: 1 Job Number: 19.0376 Cust R761 JRB(:1WS37610004 T62 /
FROM:DEG Oty: 4 /OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES DrwNo: 021.20.1120.20404
Truss Label: T32 AK / WHK 010/2020
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
,n• sss U26 ,e•as 1q
,a s•,as s." i saz s%
,2 ffi5X5
v
%1.sX4 b
o
2 12 0 n_4=4
,.
aX4 & 111
e 1
26'•
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C M: NA
Mean Height 23.71 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc, from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP #2; T7 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Fit Bearing Leg: 2x6 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
memberdesign.
Right end vertical exposed to wind pressure.
Deflection meets U100.
Additional Notes
Refer to General Notes for additional information
any
Snow Criteria (Pg,Pf in PSF)
Deti/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L#1
Pf: NA Ce: NA
VERT(LL): -0.065 D 999 360
Lu: NA Cs: NA
VERT(CL): 0.099 D 999 240
Snow Duration: NA
HORZ(LL):-0.020 H - -
HORZ(TL): 0.030 F - -
Code /Misc Criteria
Creep Factor. 2.0
Bldg Code: FED 2017 RES
Max TC CSI: 0.613
TPI Sid: 2014
Max BC CSI: 0.955
Rep Fac: Yes
Max Web CSI: 0.744
Ff/RT:20(0)/5(0)
Plate Type(s):
VIEW Vet: 17.02.01A.1115.21
WAVE
01/21/2020
1
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RI
B 863 /- /- /476 1625 /400
G 693 /- /- /368 1542 /-
Wind reactions based on MWFRS
B Brg Width =8.0 Min Req=1.5
G Brg Width = 4.0 Min Req = 4.0
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-C 1297-1364 D-E 1085 -1091
C-D 1385-1405
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-1 1289-1459 1-H 695 -877
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
D -1 561 -379 G - H 528 -521
I - E 597 -446 F - G 1766 -1444
E - H 971 -789
ALPINE
IN RWCIXApNI
6750 Foram Drive
Suite 305
Orlando FL, 32821
SEON: 148030/ FLAT Ply: 2 1 Job Number. 19-0376 Cust: R761 JRef,1WS37610004 Toe /
FROWDEG Oty: 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DwMo: 021.20.1120.20810
Truss Label: T33 AK / WHK 0121/2020
T
1
2 Complete Trusses Required
3'2"4 6'2"12 9'3"4 12'3"12 15'4"4 18'8
f 3,24 3.0..6 3,0,6 'F a.0.6 3,0"6 '{- 6 Y8
=4X4
1111e5X4 =Vli III 1.5R4 =5x5 111.SeX4 �V4 a2X5a
�ZN
6X6 �5X10 =Vtl =3X5
19
12"11 6'2"12
61" 2'32 16'6"6
Loading Criteria (ps0
Wind Criteria
TCLL: 20.00
Wind Std: ASCE7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height 24.33 ft
NCBCLU 0.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0"
C&C Dist a: 3.00 It
Loc, from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP #2;
Bat chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row Q Tali" D.C.
Bat Chord: 1 Row @12.00" D.C.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
—(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25)
TC: From 4 plf at 0.00 to 4 plf at 19.00
BC: From 20 plf at 0.00 to 20 pif at 18.54
TC: 715 Ib Conc. Load at 1.06, 3.06, 5.06, 7.06
TC: 361 lb Conc. Load at 9.06,11.06
TC: 1751b Conc. Load at 13.06,16.06,17.06
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
End verticals exposed to wind pressure. Deflection
meets U180.
"IMPORTANT•• FURNISH THIS
1'
Snow Criteria (P9,Pf in PSF)
DeMCSI Criteria
♦ Maximum React -tans (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell L/#
Gravity Nan -Gravity
Pf: NA Ce: NA
VERT(LL): -0.047 D 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.078 D 999 240
L 2905 /- /- A /1852 /54
Snow Duration: NA
HORZ(LL):-0.021 A - -
H 1651 /- /- /- /1010 /-
HORZ(TL): 0.034 A - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor. 2.0
L Brg Width = 8.0 Min Req = 1.7
Bldg Code: FBC 2017 RES
Max TC CSI: 0.530
H Brg Width =4.0 Min Req = 4.0
TPI Std: 2014
Max BC CSI: 0.418
Bearings L & H are a rigid surface.
Members not listed have forces less than 375#
Rep Fee: No
Max Web. CSI: 0.431
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20 0 /5 0
() ()
Chards Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1115.21
B-C 983-1504 D-E 766 -1197
C-D 983-1504 E-F 766 -1197
Additional Notes
Refer to General Notes for additional information
Maximum Bat Chord Forces Per Ply (Ibs)
Truss must be installed as shown with top chord up.
Chords Tens.Comp. Chords Tens. Comp.
L-K 1046 -678 J-1 705 -435
K-J 1489 -954
No 70773
STATE OF •%4W
Vl0-2 s "/Sis//l1111I IN
01/21/2020
I THIS DRAWINGI
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
L-B
1035-1594
J-F
775 -471
B-K
721 -430
F-1
630 -1003
C-K
357 -512
H-1
789 -469
D-J
348 -461
G-H
1310 -1278
13. B7 ocg10Y
se. keterto
ALPINE
re to buildthe
The salability
6750 Forum Drive
Suite 305
m; ICC: wmv.I.. eC,
Orlando FL, 32821
SEON: 1480661 EJAC I PM 1 Job Number: 19-0376 Cust R761 JRef.iWS37610004 Tab I
FROWDEG Cry: 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DiwNo: 02120.112021045
Truss Label: T34 AK / WHK 01/21/2020
Loading Criteria (per)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height: 21.44 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist 0 to h/2
C8C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Special Loads
Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
TC: From 54 pit at 0.00 to
54 pit at 0.83
TC: From 27 pit at 0.83 to
27 plf at 4.17
BC: From 10 pit at 0.00 to
10 pit at 4.17
BC: 188 lb Conc. Load at 1.73
BC: 2631b Conc. Load at 3.73
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (3) 0.131"x3.0", min. toe -nails at bottom chord.
10" 4'2"
10"
2 12
O
4 12 1111.5XC4
�
1111.5X4
�21'9"5
M
O
J*20'4"
4'2n
47'
Snow Criteria (Pilpr in PSF)
D8g/CS1 Criteria
♦Maximum Reactions (lbs)
Pg: NA Ct NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): -0.018 B 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.031 B 999 240
A 244 /_ /_ /_ /141 /_
Snow Duration: NA
HORZ(LL):-0.006 B - -
D 320 P 1- /- /186 1-
HORZ(TL): 0.011 B - -
C 65 /- /- A 159 P
Code I Misc Criteria
Creep Factor. 2.0
Wind reactions based on MWFRS
Bldg Code: FBC 2017 RES
Max TC CSI: 0.263
A Brg Width = 8.0 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.566
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Rep Fee: Varies by Ld Case
Max Web CSI: 0.003
Bearing A is a rigid surface.
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
Plate Type(s):
WAVE
VIEW Ver. 17.02.01A.1115.21
as
01/21/2020
INSTALLERS
m the latest edition of BCSI (Building
is. Installers shall provide tempom
nd bottom chord shall have a pmperiv
ad per BMsections 83, B7 or elq
unless noted otherwise. kefer to
ALPINE
NE
mrexwwua
6750 Foram Drive
Suite 305
Orlando FL. 32821
SEQN: 147984/ SPEC Ply: 1 1 Job Number: 19-0376 Cust:R761 JRef:1WS37610004 T99 i
FROM:DEG Oty: 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DiwNo: 021.20.1120.20607
Truss Label: T35 AK / WHK 01 Y21/2020
Loading Criteria (ps0
Wind Criteria
TCLL: 20.00
Wind Std: ASCE7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: ll
EXP: C Kzt: NA
Des Ld: 37.00 D
Des d::
Mean Height: 26.57 ft
.00
TCDL: 4,0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0"
C&C Dist a: 3.00H
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; W2 2x4 SP 2250f-1.9E;
Rt Bearing Leg: 2x6 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals exposed to wind pressure. Deflection
meets L/180.
Additional Notes
Refer to General Notes for additional information
a division of
We 8
1PI
3P] i<'Jje
10'
21P15 T
12
5 p
]9
04x<
0p a
e]W n
I 26P
I e
°
wa
b
S
s �mra
1
ov6u
s]�e
aaxa
3 2
r
fi�2
aoe I
4' P
Snow Criteria (Pg,Pf in PSF)
Deb/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL):-0.038 G 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0,031 G 999 240
1 176 /- A /129 /164 1291
Snow Duration: NA
HORZ(LL):-0.149 F -
E 181 /- A /81 /203 /-
HORZ(TL): 0.158 F - -
Wind reactions based on MWFRS
Cade / Misc Criteria
Creep Factor: 2.0
1 Erg Width = 3.2 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.618
E Brg Width = 3.0 Min Req = 3.0
TPI Std: 2014
Max BC CSI: 0.170
Bearings I & E are a rigid surface.
Members not listed have forces less than 375#
Rep Fac: Yes
Max Web CSI: 0.647
Maximum But Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp.
Plate Type(s):
WAVE
VIEW Ver. 17.02.01A.1115.21
1-G 391 -486
01/21/2020
INSTALLERS
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
D - E 1047 -442
ALPINE
AVIIWCOMMAY
6750 Forum Drive
Suite305
Orlando
FL, 32821 i
SEDN: 147987/ SPEC I Ply: 1 Job Number: 19-0376 Cust R761 JRet1WS9761am04 T101'
FROM:DEG Div: 1 /OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES DrvMo: 02120.1120.21137
Truss Label: T36 AK / WHK 01212020
Loading Criteria (psry
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: ll
EXP. C Kzt NA
Des Lit 37.00
Mean Height 26.24 it
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0"
C&C Dist a: 3.00it
Lao. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Tap chard: 2x4 SP #2;
Bat chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical exposed to wind pressure.
Deflection meets U180.
Additional Notes
Refer to General Notes for additional information
2z
H a11 ee ,11
e a n1 s
i 110a
L
�.0.0
H2 a2 qv
Snow Criteria (Pe.Pfin PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
Pf: NA Cc: NA
VERT(LL): -0.027 H 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL):-0.031 H 999 240
1 176 P /- /120 /142 274
Snow Duration: NA
HORZ(LL):-0.077 F - -
E 178 P P /67 205 /-
HORZ(rL): 0.082 F - -
Wind reactions based on MWFRS
Code I Misc Criteria
Creep Factor. 2.0
1 Brg Width =3.2 Min Req=1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.616
E Brg Width = 3.0 Min Req = 3.0
TPI Std: 2014
Max BC CSI: 0.149
Bearings I & E are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.706
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp.
Plate Type(s):
WAVE
VIEWVer. 17.02.01A.1115.21
B-C 291 -450
01/21/2020
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
I-H 313 -536
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A -I 470 -165 G-C 482 -154
B-H 440 -710 C-F 399 -97
H-G 204 -470 D-E 855 -556
No 70773
STATE OF I,W`
R.
/ONA�?\N�,
U1111110
r the latest edition of BCSI (Building
Installers shall provide temporary
I bottom chord gc
hall have a proeryy
I per BCSI sections B3, B7 or 10,
unless noted otherwise. kefer to
A IPL NE
IN IIVI @�VINI
6750 Foram Drive
Suite 305
Orlando FL, 32821
SEON: 147990/ SPEC Ply: 1 Job Number: 19-0376 Cust R761 JRet1W07610004 T97 /
FROM: DEG Oty: i /OAKMONT CUSTOM HOMES / /CUSTOM HOME /ROAF RES DrvMo: 021.20.1120.20748
Truss Label: T37 AK / WHI 0121/2020
Loading Criteria (psq
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit 2.00
Load Duration: 1.25
Spacing: 24.0"
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 25.85 it
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 8
Loc, from endwall: Any
GCpi: 0.18
Wind Dumton: 1.60
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; W2 2x6 SP #2;
Rt Bearing Leg: 2x6 SP #2;
Plating Notes
(")1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads based on MWFRS with additional C&C
memberdesign.
Right end vertical exposed to wind pressure.
Deflection meets U180.
Additional Notes
Refer to General Notes for additional information
IP re ,e a
iP �S�
�41V�
a'ea
Ise
0{P
Far-IM2— 74
Snow Criteria (Pg,P(In PSF)
Detl/CSI Criteria
♦Maximum Reactions (Ibs)
Pg: NA Ct NA CAT: NA
PP Deflection in loc Udeff L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): -0.017 G 999 360
Lac R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.023 G 999 240
A 175 /- /- /131 /92 /298
Snow Duration: NA
HORZ(LL):-0.015 E - -
D 178 /- /- 168 1213 /-
HORZ(TL): 0.017 E - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor. 2.0
A Brg Width = 3.2 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.466
D Brg Wdth = 3.0 Min Req = 3.0
TPI Std: 2014
Max BC CSI: 0.312
Bearings A & D am a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.236
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (Ibs)
FT/RT:2o(a)/5(0)
Webs Tens.ConlP.
Plate re
yp (s):
WAVE
VIEWVer: 17.02.01A.1115.21
C-D 720 -226
01/212020
INSTALLERS
oar BCSI,."Unless noted oThelwise,top chdrd shall nave properly attached simctural smeaNmq and bottorrl chord shall have a progeny
d nnnl I celllna Locations i own for permanent lateral restraint of webs shall have braann insla, lied per BGSI sections B3, B7 or 910
Irab%c. Appr gates to each face,of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to'ALPINE
Is 16DA-Z fo�s�andard plate positions.
a division of ITW Buil nn Components Group Inc. shall not be responsible for any deviation tram this drawil!lIg,anY, failure to build the ranwcwu+.s.
conformance with At�SI'I/�'PI 1, or for han,111% shipping, installation and bracing of tmssesA syeat on this tlrawlrig or cover pane 6750 Foram Drive
this drawinc Indies a accepfence of pproesslona englneerin responsibllt(Nv sole )yy forthe deal nshown. The suiGbillty Suite 305
;a of this drawing for any s{lructure m tha responsibility of the dullding Desiig%or peYANSI/TPI 1 Sec.2. Orlando FL, 32821
informationeeethlsiob9geneminoteepaneendtheaewsbe''lea' ALPINE el0lne'hvcom'TPI' 0W2� toret..m' SBCA' awxebdndustrv.ram'ICC: w .icuafeom
SEQN: 147993/ SPEC Ply: 1 Job Number: 19-0376 Cust R761 JRefa WS37610004 T55 i
FROM:DEG Qty: 2 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNo: 021.20.1120.21965
Truss Label: T38 AK / WHK 01/212020
Loading Criteria (ps0
TCLL 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height: 25.54 it
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2;
Bot chord: 2x4 SP 92;
Webs: 2x4 SP #2; W2 2x6 SP #2;
Rt Bearing Leg: 2x4 SP #2;
Plating Notes
(") 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical exposed to wind pressure.
Deflection meets U180.
Additional Notes
Refer to General Notes for additional information
Laterally brace top chord below filler and bottom chord
above filler at 24" o.c., including a lateral bace at chord
ends (If no rigid diaphragm exists at that point).
HTee
«4111 T
z v of `
s
v.n z.v
wz LfA
b
1
L2.1
nsm
�-I xnz—♦'i
Snow Criteria (Pg,Pf in PSF'
Pg: NA Ct NA CAT: N,
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fee: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
DeR/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.032 H 999 360
VERT(CL): 0.040 H 999 240
HORZ(LL): 0.023 F - -
HORZ(TL): 0.025 F - -
Creep Factor. 2.0
Max TC CSI: 0.699
Max BC CSI: 0.355
Max Web CSI: 0.222
VIEW Ver 17.02.01A.1115.21
O1/21/2020
♦ Maximum Reactions fibs)
Gravity Non -Gravity
Loc R+- IR- /Rh /Rw /U /RL
B 361 /- A 282 /310 /318
E 142 /- /- /69 /174 /-
Wind reactions based on MWFRS
B Brg Width = 3.2 Min Req = 1.5
E Brg Width = 3.0 Min Req = 3.0
Bearings B & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D-E 530 -196
failure to build the
or cover pa
Tsb6111ty
ALPINE
u.mzromwa
6750 Forum Drive
Suite 305
Orlando FL, 328211
SEQN: 148019/ SPEC I Ply: 1 I Job Number: 19-0376 CasLR761 JRef.lWS376100e4 T123
FROM: DEG Cry: 4 [OAKMONT CUSTOM HOMES //CUSTOM HOME /ROAF RES DZNo: 021,20.1120.25943
Truss Label: T39 AK / WHK 01/212020
Loading Criteria (pa0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.85 R
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x6 SP #2; T2,T3 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; W2,W10 2x6 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
(") 2 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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).
*'IMPORTANT'*
1V� 38'L Bf BI'N 1TT li$
1P YB'1 F12 YbH I 2B�IV
a2%MR,) e n vat<nl)
c 222l
sra 'H ern +
Snow Criteria (Pg,Pf in PSF)
Def1/CS1 Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in Ice L/defi L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(I-Q: 0.059 E 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.094 E 999 240
B 715 /- /- /358 1508 /115
Snow Duration: NA
HORZ(LL): 0.037 K - -
H 719 /- /- /358 1508 /-
HORZ(TL): 0.060 K - -
Wind reactions based on MWFRS
Code I Wee Criteria
Creep Factor. 2.0
B Brg Width = 3.2 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.509
H Brg Width = 3.2 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.503
Bearings B 8 H are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.458
Members not listed have forces less than 376#
Top Chord Forces Per Ply (Ibs)
FT/RMaximum
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
Plate Types):
WAVE
VIEWVer. 17.02.01A.1115.21
B-C 980-1016 E-F 1044 -935
C - D -78 -1009 F - G 983 -1009
D-E 1041 -934 G-H 986 -1017
No 70773 1
• dr
STATE OF ,=vW\
FLOR1OP'
/1111111�1��\
01/21/2020
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
S-B 600 -841 M-L 881 -716
S-R 844 -601 L-K 845 -635
R-P 880 -682 H-K 633 -842
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs Tens. Comp.
P-E
812 -653
E-M - 812 -679
P-O
405 -304
O-M 404 -303
E-O
414 -570
lcmrel sneaminu ana oowm cnow soon nave a plopeny
lave bmcinq BCSI sections B3, B7 or 610,
Installed per
onthe Join Details, unless noted otherwise. keferto
ALPINE
q any deviation from this drawing,any failure to build the
u+nwmuw,.
.in gf,tmssesA seal on this drawing or cover page„
6750 Foram Drive
ns blbty solely for the desin shown. The sui blhty,
Oeaignerper ANS PI1 Sec.2.
Suite 305
i; TPI: wxe.tpinsloM; SBCA(_w.wesbeindustweom' ICC' wma.imafendvstry B�Orlando
FL, 32821�FL, 32821
SEON: 148D04/ SPEC Ply: 1 Jab Number: 1"376 Cust R761 JRet1VIS37610004 T5 /
FROM:DEG Oty: 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNo: 021.20.1120.26457
Truss Label: T40 AK / WHK 01/21/2020
N
iV
1T T
1
Loading Criteria feel
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Sofrd: 2.00
Load Duration: 1.25
Spacing: 24.0"
5' 7'8"
4'2"i 2'8"
12 =5X8 =5X5
5 F--- D E
11,10"
4'2"
12
3
\SFS TG o
T1 B W1 T5
4 =2X5(A1)
r 11
_4'4"
L K J A
5r3X&1111.5X4(")
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 25.58 it
TCDL: 4.0 psf
BCDL: 4.0 pelf
MWFRS Parallel Dist 0 to h2
C&C Dist a: 3.00 It
Loc from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2; T1,T5 2x6 SP #2;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2; W1, W5 2x6 SP #2;
Special Loads
-(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25)
TC: From 54 pIf at -2.50 to
54 pIf at
0.83
TC: From 55 pit at 0.83 to
55 plf at
5.00
TC: From 27 elf at 5.00 to
27 plf at
7.67
TC: From 55 plf at 7.67 to
55 pIf at
11.83
TC: From 54 pIf at 11.63 to
54 elf at
15.17
BC: From 4 plf at -2.50 to
4 pIf at
0.00
BC: From 20 plf at 0.00 to
20 elf at
5.03
BC: From 10 plf at 5.03 to
10 pIf at
7.64
BC: From 20 plf at 7.64 to
20 pit at
12.67
BC: From 4 plf at 12.67 to
4 pit at
15.17
TC: 262lb Cone. Load at 5.03,
7.64
TC: 102 lb Conc. Load at 6.33
BC: 141 lb Conc. Load at 5.03,
7.64
BC: 84 lb Conc. Load at 6.33
Plating Notes
(••) 2 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
12'8"
5'11112 _I_ 2,21112 + 5'3116-2,6„-'�
5'1"12 T 7'48
Snow Criteria (Pg.Pf in PSF)
DefVCSl Criteria
AMaximum Reactions (lbs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): -0.051 J 999 360
Lee R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.073 J 999 240
B 1078 /- /- /- /877 /-
Snow Duration: NA
HORZ(LL):-0.022 F -
G 1068 /- /- P /877 P
HORZ(TL): 0.028 F - -
Wind reactions based on MWFRS
Code I Misc Criteria
Creep Factor. 2.0
B Brij Width =12.0 Min Req = 1.5
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.486
G Brg Width = 12.0 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.338
Bearings B & I are a rigid surface.
Rep Fee: Varies by Ld Case
Max Web CSI: 0.053
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(oy5(o)
Chords Tens.Comp. Chords Tens. Comp.
Plate Te
yp (s) :
WAVE
VIEWVer. 17.02.01A1115.21
B-C 12-1695 E-F 126-171
C-D 1257 -1691 F-G 1268 -1719
D-E 1090-1558
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.CDMP. Chords Tens. Comp.
B-L 1411 -1042 J-1 1533 -1098
L-K 1505-1096 I-G 1497 -1046
K-J 1516 -1092
0121/2020
ALPINE
AMf ININll1'
6750 Famm Drive
Suite 305
Odando FL, 32821
SEON: 1476021 SPEC Ply: 1 Job Number: 19-0376 Cust R701 JR0AWS37610004 T49 1
FROM:DEG Oly: 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DmMo: 021.20.112021699
Truss Label: T41 AK / WHK 01212020
a7
0
N
l713
Loading Criteria (ps0
TCLL 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit 2.00
Load Duration: 1,25
Spacing: 24.0"
Wind Criteria
Wind Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 21.37 it
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist 0 to h2
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpl: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2;
Special Loads
-(Lumber Dur.Fac =1.25 / Plate Duf.Fac.=1.25)
TC: From 54 plf at -2.50 to 54 plf at 0.83
TC: From 55 plf at 0.83 to
55 pit at
5.00
TC: From 27 plf at 5.00 to
27 pit at
7.33
BC: From 4 plf at -2.50 to
4 plf at
0.00
BC: From 20 plf at 0.00 to
20 plf at
5.03
BC: From 10 pif at 5.03 to
10 plf at
7.04
TC: 261 lb Conc. Load at 5.03
TC: 100 lb Conc. Load at 6.90
BC: 139 Ib Conc. Load at 5.03
BC: 451b Conc. Load at 6.90
10" 5' 6108 7'4"
10" TZ' 1'10"8 Vii
12 z5X5 =4X4
4 E-1 D E
7.4.
5'1"12 1'8"12
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct NA CAT: NY
Pt NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Deg/CSI Criteria
PP Deflection in loc Udell L##
VERT(LL): 0.082 H 999 36(
VERT(CL): 0.142 H 595 24(
HORZ(LL): 0.025 D - -
HORZ(TL): 0.043 D - -
Creep Factor. 2.0
Max TC CSI: 0.927
Max BC CSI: 0.645
Max Web CSI: 0.428
VIEW Ver. 17.02.01A.1115.21
Wind
Wind loads and reactions based on MWFRS.
Additional Notes ���`- ��_1•+�t-00 V/
Refer to General Notes for additional information `��4fI,_•`,10ENaF°-"•°S
No 70T73
E OF
C�
° STAT; •�
COA40-2 8
01/21/2020
Of
T T
e p
1 20'ii°4
1 20'4°
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 564 /- /- /- /433 P
F 585 P /- /- /390 /-
Wind reactions based on MWFRS
B Brg Width =8.0 Min Req=1.5
F Brg Width =3.0 Min Req=3.0
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-C 246 -375 C-D Z71 -403
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
E-F 1008-1486
failure to build the
1 or n. The sulf9alrllity
ALPINE
MIfIWmMDIM'
6750Forum Drive
Suite305
Orlando FL, 32821
SEQN: 147605/ SPEC I Ply: 1 I Job Number: 19-0376 Cusc R761 JRef:1WS37610004 T51 /
FROWDEG Qly: 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DwNo: 021.20.1120.24881
Truss Label: T42 AK / WHK 010,2020
10" 610"8 IT
6'0"8 5"
T 4p T T
2
;h 2 v iV
l
iv e3X,I RS)
I B CC � 2e'11"4
11 L 1_' A i z0'4"
F 1 4
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Lit 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 21.71 it
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 It
Loc, from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 92;
Webs: 2x4 SP #2;
Fit Bearing Leg: 2x6 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
a division of
7'4"
6'10"8
Snow Criteria (Pg,Pf in PSF)
DeBICSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udeg U#
Gravity Non -Gravity
PP. NA Ce: NA
VERT(LL): 0.039 C 999 360
Lac R+ / R- / Rh / Rw / U / RL
B 448 A A /275 1381 1172
Lu: NA Cs: NA
VERT(CL): 0.035 C 999 240
Snow Duration: NA
HORZ(LL): 0.014 C - -
E 239 A A /124 /155 /-
HORZ(TL): 0.018 C - -
Creep Factor: 2.0
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
Code / Misc Criteria
Bldg Code:. FBC 2017 RES
Max TC CSI: 0.849
E Brg Width = 3.0 Min Req = 3.0
TPI Sid: 2014
Max BC CSI: 0.401
Bearings B & E am a rigid surface.
Members not listed have forces less than 375#
Rep Fac: Yes
Max Web CSI: 0.248
Maximum Web Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Webs Tens.Comp.
Plate Type(s):
VIEWVer. 17.02.01A.1115.21
WAVE
D-E 1391 -648
01/21/2020
INSTALLERS
ALPINE
mmw
6750 Foram Drive
Suite 305
Orlando FL, 32821
SEON: 147608/ SPEC Piy: i Job Number. 19-0376 Cust R761 JRet1WS37e10004 T50 /
FROM: DEG Oty: 1 /OAKMONT CUSTOM HOMES //CUSTOM HOME /ROAF RES DrwNo: 021.20.112022869
Truss Label: T43 AK / WHK 011212020
T
W
1
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
1I
2'6"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 21.76 it
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 It
Lee. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
But chord: 2x4 SP 112;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP 92;
Wind
Wind loads based an MWFRS with additional C&C
memberdesign.
Right end vertical exposed to wind pressure.
Deflection meets LH80.
Additional Notes
Refer to General Notes for additional information
"IMPORTANT' FURNISHTHIS
10° 6'10'8 T4,°
f 10: } 678 5°
7'4°
6'10"8
Snow Criteria (Pg,P(In PSF)
Def1/CS1 Criteria
♦Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in Ice Udell L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.039 C 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.035 C 999 240
B 44B /- /- /275 /381 1175
Snow Duration: NA
HORZ(LL): 0.014 C - -
E 239 P P 1126 /172 /-
HORZ(TL): 0.018 C - -
Wind reactions based on MWFRS
Code I Misc Criteria
Creep Factor. 2.0
B Brg Width = 8.0 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.840
E Brg Width = 3.0 Min Req = 3.0
TPI Sod: 2014
Max BC CSI: 0.401
Bearings B & E are a rigid surface.
Rep Fee: Yes
Max Web CSI: 0.245
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Webs Tens.Comp.
Plate Type(s):
WAVE
VIEWVer. 17.02.O1A.1115.21
D-E 1343 -648
No 70773
STATE OF ;rW=
01/21/2020
progeny attached structural sneatmnuu ana bottom cnom:inan nave a prooeny
:strain of webs shall have bracinna Inslelled per BCSI sections B3, B7 or 910,
as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE
NE
,motnot be responsible for any deviation from this drawing,enn4 failure to build the µmxmuww
and bracing of_trussesA ygal on this tire g or cover page 6750 Fomm Drive
engineering res onsibill%(vsole)y for the desipn shown. The sui bill Suite 305
bility of the �ullding Desigder pa ANSI/TPI 1 Sec.2. ty
LPINE wwwal ineifw.com'TPI, w .t unto ,SBCA: .s!,Cndust .com�ICC: vmv.I safeam Orlando FL, 32821
SEQN: 1480241 FLAT Ply: 2 Job Number: 19-0376 Cust:R761 JRaf:1WS37610004 Tat %
FROWDEG Qly: 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DiwNo: 021.20.1120.23883
Truss Label: T44 AK / WHK 01/21/2020
-- < 2 Complete Trusses Required
13.4 e•m•e r4•
4 3'e'4 5"
lllsX4 -3X4 m4X4
A B e
Loading Criteria (ps0
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt NA
Des Ld: 37.00
Mean Height: 24.33 it
NCBCLL: 0.00
TCDL: 4.0 Pat
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0"
C&C Dist a: 3.00it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP 2700f-2.2E;
Hot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Rl Bearing Leg: 2x6 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @ 3.75" o.c.
Hot Chord:1 Row @12.00"o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
—(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
TC: From 4 pit at 0.00 to 4 pit at 7.33
BC: From 20 pit at 0.00 to 20 plf at 6.87
TC: 719 lb Cone. Load at 1.06, 3.06, 5.06, 7.06
Purllns
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
End verticals exposed to wind pressure. Deflection
meets U180.
Additional Notes
Refer to General Notes for additional information
Truss must be installed as shown with top chord up.
a
I
a"
i s4•
Snow Criteria (Pg,Pf in PSF)
DeFICS1 Criteria
♦Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Gravity Non -Gravity
Pf: NA Cc: NA
VERT(LL): -0.007 B 999 360
Lac R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.010 B 999 240
F 1336 /- /- /- /846 /12
Snow Duration: NA
HORZ(LL):-0.003 A -
D 1705 /- /- /- /1113 /-
HORZ(TL): 0.005 A - -
Wind reactions based on MWFRS
Code /Misc Criteria
Creep Factor: 2.0
F Big Width =8.0 Min Req=1.5
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.240
D Brig Width = 3.0 Min Req = 3.0
TPI Std: 2014
Max BC CSI: 0.219
Bearings F & D are a rigid surface.
Rep Fee: No
Max Web CSI: 0.168
Members not listed have forces less than 375#
Maximum Hot Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp.
Plate Type(s):
WAVE
VIEWVer. 17.02.01A.1115.21
F-E 381 -232
01/21/2020
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
F - B 378 -551 C - D 926 -1070
B-E 313 -450
ALPINE
m mMw
6750 Forum Drive
Suite 305
Orlando
FL, 32821
SEQN: 147755/ EJAC Ply: 1 Job Number: 19-0376 Cust R761 JRefAWS37610004 TM %
FROM: DEG Qry: 17 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNo: 021.20.1120.2138E
Tress Label: Ji AK / WHK 01/21/2020
10"
10"
6'3"4
5'5"4
U]
5 i[gq�g��3
p
T2
3 p o
o5X5 n `r
iro
T B
ml ^ A 1 F E 0 32' 1�TTT
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10,00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
i 2'6"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height 33.51 it
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP 22501-1.9E; T2 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x6 SP #2;
Plating Notes
(•')1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads based an MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional Information
Provide (2) 0.131"x3.0", min. toenails attop chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
a
6'3"4
6'3"4
Snow Criteria (Pg,Pf in PSF)
Dofi/CS1 Criteria
A Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in lac L/defl L/#
Gravity Non -Gravity
PP. NA Ce: NA
VERT(LL): -0.058 C 999 360
Loc R+ / R- / Rh / Rw / U / RL
B 411 /- /- /285 /353 /217
Lu: NA Cs: NA
VERT(CL): 0.073 F 999 240
Snow Duration: NA
HORZ(LL):-0.024 C - -
E 109 /- /- /86 /35 /-
HORZ(TL): 0.031 C - -
Creep Factor: 2.0
D 138 /- /- /29 /184 /-
Wind reactions based on MWFRS
Code I Misc Criteria
Bldg Code: FBC 2017 RES
Max TC CSI: 0.856
B Brg Width = 8.0 Min Req = 1.5
TPI Ste: 2014
Max BC CSI: 0.397
E Brg Width =1.5 Min Req = -
Rep Fac: Yes
Marc Web CSI: 0.126
D Brg Width = 1.5 Min Req = -
Sewing B is a rigid surface.
FT/RT:20(0)/5(0)
Members not listed have tomes less than 375#
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver. 17.02.01A.1115.21
Chords Tens.Comp.
B-C 25 -380
01/21/2020
ALPINE
xowwn
6750 Forum Drive
Suite 305
Orlando FL. 32821
SECN: 147758/ EJAC Ply: 1 Jab Number. IM376 Cust R761 JRet1WS37610004 T20 %
FROWDEG Cry: 6 /OAKMONT CUSTOM HOMES /CUSTOM HOME/ROAF RES DnvNo: 021.20.1120.20451
Truss Label: JIA AK / WHK 01/212020
10" 6'3"4
f 1D.'�" 5'5"4 '1
E
12 T 'T rE3493
T2
12 H
io 3 03X4(SRS) D
B �G 92'e"
mT - F
oa r— A ro 32'
HIG
1112X5(B2) 1113X3
�2,6" 29 361
2'9" 6'3"44
Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,m in PSF) DefgCSI Criteria AMaximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT:NA PP Deflection in loc Udell L/# . Gravity Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.134 G 561 360 Lac R+ I R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.138 G 543 240 B 411 A P 283 /375 1229
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL):-0.045 H - - F 104 A /- 182 /31 /-
EXP: C Kzt NA
Des Ld: 37.00 Creep Factor.
0.0492.0 H - - E d re io I- /30 /195 /-
NCBCLL: 10.00 Mean Height 33.51 fit Code 1 Misc Criteria Creep FdctOr. 2.0 Wind reactions based an M Min R
TCDL: 4.0 psf B Brg Width = 8.0 Min Req = 1.5
Soffit: 2.00 BCDL:4.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.917
MWFRS Parallel Dist: 0 to h2
Load Duration: 1.25 p TPI Std: 2014 Max BC CSI: 0.335 F Brg Width = 1.5 Min Req = -
E Brg Width = 1.5 Min Req = -
Spacing: 24.0" C8C Dist a: 3.00 It Rep Fac: Yes Max Web CSI: 0.163 Bearing B is a rigid surface.
Lac. from endwall: Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21
Lumber
Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2;
Bat chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails attop chord.
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 chord
ends (If no rigid diaphragm exists at that paint). ,\\,\A 0oo FV�"9s
iffili
No 70773
a STATE OF � W
C0A#0-2 8 /
01/2M020
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Tmsses re wire extreme care in fabdptin ,handlin shi ping, installing,end bracing., Refer to and fallow Ne latest edition o(BCSI (Building
Component Safety Information, byTPI en� SBCA) tot sa�ery practices poor to pertonning Nese functions Installe shall pro 'de temposry
bacng er BCSI, Unless noted otnerwise,top chard shall have ropedy adachetl sWcluml sheaNinpp and bottom core shall�iave a proparty
atlacherQd id cei(inpp Laceuons shown (or ermanent latgral repstreint of webs shall have bmc,'innn inslalletl per SCSI sections B3, B7 or B10,
as applirabgle. gqppiy Plates t0 each face, oftruss and posNon as shown above and on Ne JOInfDetalls, unless noted oNerwise. kefer to A LPL NE
tlrewings 160A-Z (or standard plate positions.
Alpine, a tlivision o! ITW BuildlInuu Components Group Inc. shall not be responsible for any deviation from Nis drewing,anny failure to build Ne µ"wwuw.,
truss in conformance with ANSI/tPl 1, odor handling, shiDpin ,installation antl bracingp o! trussesA seat on Nis tlrawing or cover paa�fe 6750 Famm Dnve
listing this drawingp indicates acceptance of vvrotesaionaQ engineeednnn responslbllittyv solelyy for the tleslnnn shown. The suifablliTy
and use of this aiawing for any structure is Fhe responsibility ofthe Bulltling Desigrfer perANSI/TPI 1 Sec.2. Suite 305
For more inroimetion sae this ob's enerei notes a antl iM1eza web sites: ALPINE: wvw.al Inellw.cam TPl: vnvvt Instc SBCA: vtvwsSGndust .wmICC: wxw.icrsale.o Onando FL, 32821
SEON: 147781/ EJAC Ply: 1 Job Number: 19-0376 Cust R761 JRef1WS37610004 T23 i
FROM: DEG Oty: 4 /OAKMONT CUSTOM HOMES //CUSTOM HOME /ROAF RES DmNo: 021.20.1120.21403
Truss Label: J2 AK / WHK 0102020
10"+ 5'4"12
10" 4'6"12
12 D
5 T � 34'4"13
T2 �j—�1'J-
3 p a
"5X5
B C o
C h
4 132'
F E
1112X5(B2)
11.5X4("1
2'6" 54"12
5'4"12
Loading Criteria (ps0
Wind Criteria
Snow Criteria (P9,Pf In PSF)
De0/CSl Criteria
♦ Maximum Reactions (lbs)
TCLL: 20.00
Wind Ste: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udeg L/#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.028 C 999 360
Lac R+ / R- / Rh / Rw / U / RL
B 383 /- /- /270 /334 1190
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.044 F 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL):-0.011 C - -
E 92 /- A /73 /26 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.018 C - -
D 113 /- /- 23 /151 /-
Code / Misc Criteria
NCBCLL: 10.00
Mean Height 33.33 ft
Creep Factor. 2.0
Wind reactions based on MWFRS
Soffit: 2.00
TCDL: 4.0 ps(
BCDL: 4.0 sf
p
Bldg Code: FBC 2017 RES
Max TC CSI: 0.732
B Brg Width = 8.0 Min Real = 1.5
Load 25
rallel Kist: 0lo h/2
TPI Ste: 2014
Max BC CSI: 0.261
E Brg Width =1.5 Min Real = -
D Width = 1.id Min Real = -
SpacinDg: 24.0.11
C CFRS D Dist ae 3.00
Rep Fac: Yes
Max Web CSI: 0.105
Bearing B is tl rigid
ing
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 3759
havesurfaforms
GCpi: 0.18
Plate Type(s):
VIEW Ver. 17.02.01A.1115.21
Wind Duration: 1.60
WAVE
Top chord: 2x4 SP 22501-1.9E; T2 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x6 SP #2;
Plating Notes
(") 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional Information
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
No 70773
i STATE OF
� a3/pWpl
1,40-2 8 ////IIIIIjillIX
01/21/2020
ALPINE
am
6750Fawn Drive
Suite305
Orlando FL, 32821
SEON: 1475901 EJAC Ply. 1 1 Job Number. 19-0376 Cust R761 JRefAWS37610004 TW %
FROM:DEG Oty. 2 /OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES DmNo: 021.20.1120.23618
Truss Label: J3 AK / WHK 01/21,2020
� 5'
1 f' 116S 4,2„ `I
12
4 p
T �22'0"„
12 T2
2 0
3X4 �o v
B C v N
T N
17 A 1
zo-a"
E
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
i 2'6"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 21.37 0
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP 2250f-I SE; T2 2x4 SP 02;
But chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional Information
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"k3.0", min. toe -nails at bottom chord.
=2X4(A1)
Snow Criteria (Pg,m in PSF)
Pg: NA Ct: NA CAT: W
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Dumfion: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid; 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
B
DefUCSI Criteria
PP Deflection in loc Udefi U#
VERT(LL): 0.029 C 999 360
VERT(CL): 0.039 C 999 240
HORZ(LL): 0.011 C - -
HORZ(TL): 0.012 C - -
Creep Factor. 2.0
Max TC CSI: 0.489
Max BC CSI: 0.248
Max Web CSI: 0.000
VIEW Ver. 17.02.01A1115.21
OMI/2020
No 70773
STATE OF
"ONp�
Illlllllll��
♦ Maximum Reactions (lbs)
Gravity NonGmvity
Lac R+ /R- /Rh /RW /U /RL
B 380 /- /-
/250 /362 /107
E 84 /- /-
/89 /21 P
D 100 /- 6
/16 /96 P
Wind reactions based on MWFRS
B Brg Width = 8.0
Min Req = 1.5
E Brg Width =1.5
Min Req = -
D Brg Width =1.5
Min Req= -
Bearing B Is a rigid surface.
Members not listed have forces less than 375#
B7, e� n
to
ALPINE
ld the
to buiage
sui page
6750 Fomm Drive
ie
Suite 305
CC: wx 1=afe.om
Orlando FL, 32821
SEON: 1479961 EJAC Ply: 1 I Job Number. 19-0376 Cust R761 JRef: iWS37610004 T133
FROM:DEG Oty: 3 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNo: 021.20.1120.20218
Truss Label: J4 AK / WHK 01212020
10" 5'
47-
12 D
5 T T 26'6"13
T2 jl�'r'
12
Ln
05X5 N "o
T C
WI�IA B l�
42W4"
F E
Loading Criteria (psi)
TCLL: 20.00
TCDL 7.00
BCLL: 0.00
BCDL 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Lumber
f - 2'6„
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 25.58 R
TCDL: 4.0 psi
BCDL: 4.0 psi
MWFRS Parallel Dist 0 to h/2
CSC Dist a: 3.00It
LOC, from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2;
Bot chard: 2x4 SP #2;
Webs: 2x6 SP #2;
Plating Notes
(")1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads based on MWFRS with additional CSC
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails at tap chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chard.
5'
5'
Snow Criteria (Pg,Pr in PSF)
Pg: NA Ct NA CAT: NI
Pf. NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Dail Criteria
PP Defection in loc Udell L1#
VERT(LL): 0.037 F 999 360
VERT(CL): 0.033 F 999 240
♦ Maximum Reactions (lbs)
Gravity Non -Gravity
Loc R+ / R- / Rh l Rw 1 U / RL
B 370 /- P
259 1331 1153
HORZ(LL): 0.018 C - -
E 84 /- P
/86 119 /-
HORZ(TL): 0.022 C - -
D 102 /- P
127 1115 /-
Creep Factor. 2.0
Wind reactions based on MWFRS
Max TC CSI: 0.699
B Brg Width = 12.0
Min Req = 1.5
Max BC CSI: 0.226
E Brg Width =1.5
Min Req = -
Max Web CSI: 0.091
D Brg Width = 1.5
Min Req = -
Bearing B is a rigid surface.
Members not listed have forces
less than 3759
VIEWVer 17.02.01A.1115.21
0121/2020
tLL CONTRACTORS INCLUDING THE INSTALLERS
installing and bracing., Refer to and follow the latest edition of SCSI (Building
acbces prior to performng these functions Installers shall .vide temporary
properly attached structural sheathinund bottom chord shall have a proner7
:straint of webs shall have bracinp ins .lied per BCSI sections B3, B7 or IV
as shown above and on the Joint Details, unless noted otherwise. Refer to
ALPINE
NE
rxmvosranv
6750 Foren Drive
Suite 30y
Onando FL, 32821
SEQN: 1476561 EJAC I Ply: 1 1 Job Number. 19-0376 Cust R761 JRet.1WS37e10004 T75 %
FROWDEG Oty: 1 [OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNo: 021.20.112026114
Truss Label: JS I AK / WHK 01/21/2020
Loading Criteria (psf)
TCLL: 20.00
TOOL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height: 21.44 it
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist 0 to h2
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
1_ 10" 1_ 42 _I
10 3'4"
12
4 C
2 o T 0 21'9"5
:3X4 c�
A B Co
J+1 + 20.4"
D �—�ii
2X4(A1)
47'
4'2"
Snow Criteria (Pg,Pf in P&H
DeRICSI Criteria
♦Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection In loc L/defl L/#
Gravity
Non -Gravity
Pf: NA Ce: NA
VERT(LL): -0.012 B 999 360
Lac R+ / R- / Rh
/ Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.019 B 999 240
A 161 A A
/83 /91 169
Snow Duration: NA
HORZ(LL):-0.004 B - -
D 76 A A
/58 /20 A
HORZ(TL): 0.007 B - -
C 99 A A
/21 /93 A
Code I Misc Criteria
Creep Factor. 2.0
Wind reactions based on MWFRS
Bldg Code: FBC 2017 RES
Max TC CSI: 0.437
A Brg Width = 8.0
Min Req = 1.5
TPI Sid: 2014
Max BC CSI: 0.310
D Brg Width = 1.5
Min Req = -
Rep Fee: Yes
Max Web CSI: 0.000
C Erg Width = 1.5
Min Req = -
Bearing A is a rigid surface.
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
Plate Type(s):
WAVE
VIEW Ver. 17.02.01A.1115.21
as
01212020
No 70773
STATE OF �rW
zz
INSTALLERS
reapo e11 oy
'14116111.,
.e7liefer
ALPINE
to build the
ver pa a
le.0tillity
6750 Forum Drive
Suite 305
ICC: vi wvi=afaoig
Odando FL, 32821
SEQN: 147684/ EJAC Ply: 1 Job Number: 19-0376 Cus[R761 JRet1V✓S37610aU T74 /
FROM: DEG Qty: 2 /OAKMONT CUSTOM HOMES //CUSTOM HOME /ROAF RES DrwNo: 021.20.1120.22479
Truss Label: JB AK / WHK 01212020
I J.. 3'5"2
10" 2'72
T6"
4'0714
E
4 1111.5X4 p T � 22'10"11
T2 ICI "
212 D c�
r� c
3X4 N n
B C 1II
T
15'13 A 20,4„
G F
III1.5X4
i 2-6"
Loading Criteria (psi)
Wind Criteria
TCLL: 20.00
Wind Ste: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 21.79It
NCBCLL: 10.00
TCDL: 4.0 lost
Soffit 2.00
BCDL: 4.0lost
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0"
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP 27011-2.2E;
T2 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
a
3'5"2
3'5"2
Snow Criteria (Pg,Pf In PSF)
Pg: NA Ct: NA CAT: N)
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fec: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
4'U"14
7'6"
Def#CSI Criteria
♦Maximum Reactions (Ibs)
PP Deflection in loc Udell U#
Gravity
Non -Gravity
VERT(LL): -0.129 D 682 360
Loc R+ / R- / Rh
/ Rw / U / RL
B 459 /- A
/289 /375 1156
VERT(CL): 0.183 G 483 240
HORZ(LL):-0.044 D - -
F 110 /- A
/80 /47 A
HORZ(TL): 0.070 D - -
E 160 /- A
147 /141 A
Creep Factor. 2.0
Wind reactions based on MWFRS
Max TC CSI: 0.405
B Brg Width = 8.0
Min Req = 1.5
Max BC CSI: 0.521
F Brg Width = 1.5
Min Req = -
E Brg Width = 1.5
Min Req = -
Max Web CSI: 0.094
Bearing B is a rigid surface.
Members not listed have forces less than 375#
0121/2020
VIEW Ver. 17.02.01A.1115.21
INSTALLERS
ALPINE
xmmw
6750Forum Drive
Suite305
Orlando FL, 32821
SEON: 147718/ EJAC Ply: 1 Job Number: 19-0376 Cust:R761 JRef1WS37910004 T36 )
FROM:DEG Cry: 4 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNo: 021.20.1120.24788
Truss Label: J7 AK / WHK 01/212020
10" 1 6'8"12
10" 5'10"12
D 12
4 T �22'7"B
2 0 07
F-
:3M(SRS) iN
B C V
1 1 A
1+20'4"
E
2'6„ + 6'8"12 _1
6'8"12
Loading Criteria (psf)
Wind Criteria
TOLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: ll
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height 21.66 it
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0"
C&C Dist a: 3.00ft
Loc. from endwall: Any
GCpi: 0.1 B
Wind Duration: 1.60
Tap chord: 2x4 SP #2;
Bot chord: 2x4 SP 42;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails attop chord.
Pmvide (2) 0.131"x3.0", min. toe -nails at bottom chord.
any
Snow Criteria (P9,Pfin PSF)
Pg: NA CC NA CAT: NI
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI But: 2014
Rep Fac: Yes
FTIRT:20(0)/5(0)
Plate Type(s):
WAVE
01/21/2020
Deb/CSI Criteria
PP Deflection in loc L/deg L/#
VERT(LL): 0.041 C 999 360
VERT(CL): 0.044 C 999 240
HORZ(LL): 0.015 C - -
HORZ(TL): 0.019 C - -
Creep Factor. 2.0
Mau TC CSI: 0.901
Max BC CSI: 0.432
Max Web CSI: 0.000
VIEW Ver. 17.02.01A7115.21
♦ Maximum Reactions (lbs)
Gravity Non -Gravity
Loc R+ /R- /Rh IRw I /RL
B 433 /- /-
1276 1369 /141
E 118 /- /-
1105 119 A
D 150 /- /-
/23 /144 1-
Wind reactions based on MWFRS
B Brg Width = 8.0
Min Req = 1.5
E Brg Width = 1.5
Min Req = -
D Brg Width =1.5
Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
ALPINE
µ
Suite Foram Drive
Suite 305
Orlando FL, 32821
SEQN: 1477521 HIP_
Ply. t
Job Number: 19-0376
Cust R761 JRef.1WS37610004 T42 1
FROM: DEG
Qtr.. 2
/OAKMONT CUSTOM HOMES //CUSTOM HOME /ROAF RES
DmNo:
021.20.1120.25646
Truss Label: Ki
AK /
WHK 01/212020
1'2"14 5'0"10 8'10'7 -I
f 1'2„14 3'9"12 + 3,9„12
12 E
3.54 (--,
Z1.5X4 T2
4'8"13
T—V
D
2.12 12
c o
;4X4(SRS)
��
'v
n
T B
_32'
GF
=3X4(B2) =4X4
8'3"8 8'1 '7
Loading Criteria (ps0
Wind Criteria
Snow Criteria (P9,Pt in PSF)
Def 1CSI Criteria
♦Maximum Reactions (Its)
TCLL: 20.00
Wintl Std: ASCE 7-10
Pg: NA Ct: NA CAT:NA
PP Deflection in lee Udell U#
Gravity
Nan -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Cc: NA
VERT(LL): 0.098 C 999 360
Lac R+ / R- / Rh / Rw / U / RL
B 510 /- /-
/- /569 /-
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.115 C 922 240
BCOL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.038 C - -
F 226 /- A
A /106 A
Des Ld: 37.00
EXP' C Kzt NA
H0.042 C - -
ORZ L
E 184 /- !-
/- 1264 /-
Cade lMisc Criteria
NCBCLL: 0.00
Mean Height 33A9 it)
Creep Factor. 2.o
Wind reactions based
on MWFRS
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 sf
p
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.608
B Brg Width = 11.3
Min Req = 1.5
Load Duration: 1.25
MWFRS Parallel Disc 0 to h/2
TPI Bid: 2014
Max BC CSI: 0.604
F Erg Width = 1.5
E Brg Width =1.5
Min Req = -
Min Req = -
Spacing: 24.0"
C&C Dist a: 3.00 it
Rep Fee: No
Mar Web CSI: 0.135
Bearing B is a dgid surface.
Loa from endwall: NA
FT/RT:20(0)/5(0)
Members not listed have forces less than 3750
GCpi: 0.18
Plate Type(s):
Maximum Top Chord
Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.01A7115.21
Chords Tens.Comp.
Chords Tens. Comp.
Lumber B-C 399 -315
C-D 417 -327
Tap chord: 2x4 SP 2700f-2.2E; T2 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; Maximum Web Forces Per Ply (Ibs)
We
Webs Tens.Comp.
Loading D-G 398 -311
Hipjack supports 6-3-4 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toenails attop chord.
Provide (3) 0.131"x3.0", min. toe -nails at bottom chord.
No 70773 *•1
1
_ y
" STATE OF %4W
///�/ ONAL
COSI�A#0-2 a ,1\�\��\
01/2l/2 )20
'*WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require exbeme care in fabriratin�, hantllin shipping, installing and bracing., Refer b end follow the latest edition of BCSI (Building
Component �oi
Safety Information, b TPI an SBCA) sa sty pmcbces poor to pertorming these (unctions. Installers shall provltle terhporery
brecing Der BCSI.. Unless noted oytherwise,lop chard shall have propedy attached structural sheatr)in�and hottom chord slYall have a properly
attached n Id ceiling Lorahons shown forpe rtnanent lateral restraint of webs shall have bracing Ins Iled per BCSI sections B3, 07 or 10,
as applirah�e. Apply totes to each (ace,of truss end position es shown above end on Ne Joint Details, unless noted otherwise. Refer W
drawings 160A-Z (or standard plate positions.
ALPINE
Alpine, a division of ITW Builtlln Components Group Ing shall not be responsible for any deviation from this dmwing,any failure to build the
truss in conformance wlt�ANSI�PI 1, or for handllrf{}, s�iifpin�, Installation and bracing o((tmssasA eat on thi9 drawing or cover ppayys
listing this drawing Ind catea acceptance of gro ass one engineering responslbllity solely far ttryrye deal n shown. The aL1Gbllity
6750 Forum Drive
and use of this drawing for any s cture is a responsibility of the ullding Des g er per ANSIITPI1 Sec.2.
Sulle 305
Formom infomtaton see this lees general rates Moo and these web sites! ALPINE: wwwal ineih ecm'TPI: www.t into 'SBCA: w Zb6ndustry.ecm'ICC: www.i=afo.oqr
Odendo FL,32821
SEQN: 1477781 HIP_ I Ply: 1 1 Job Number: 19-0376 Cust R761 JRet:1WS37810004 Too i
FROM:DEG Qty: 2 /OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES DrwNo: 021.20.1120.24460
Truss Label: K2 AK / WHK 01212020
i 3-6'7
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 0.00
soffit 2.00
Load Duration: 1.25
Spacing: 24.0"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 33.31 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loa from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP 27001-2.2E; T2 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x6 SP #2;
Plating Notes
(•-)1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Loading
Hipjack supports 54-12 setbackjacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
12
3.54 I
Snow Criteria (Pg,Pf In PSF)
Pg: NA Ct NA CAT: W
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
7 -9
6' 11
Def lCSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.041 F 999 360
VERT(CL): 0.048 F 999 240
HORZ(LL): 0.020 C - -
HORZ(TL): 0.022 C - -
Creep Factor. 2.0
Max TC CSI: 0.677
Max BC CSI: 0,249
Mac Web CSI: 0.115
VIEW Ver. 17.02.01A.1115.21
T
fV
T
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 506 /- A /- 1583 /-
E 71 /- /- /38 /- /-
D 192 /- /- A 1260 /-
Wind reactions based on MWFRS
B Brg Width =11.3 Min Req = 1.5
E Brg Width=1.5 Min Req=-
D Erg Width =1.5 Min Req=-
Bearing B is a rigid surface.
Members not listed have farces less than 375#
to build the
ver pa e„
le sui bility
ALPINE
AYIIW Q).tlW,�'
Suite Formn Drive
Suite305
Orlando
FL, 32821
SEON: 1475991 HIP_ I Ply: 1 I Job Number. IM376 Cust R761 JRet.1WS37610004 T47 )
FROM:DEG Oly: 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DmMc: 021.20.112021761
Truss Label: K3 I AK / WHK 01/21/2020
1'214
1'2"14
7'0"14
5'91,15
2.83 p D
1.41 o T2 T -F ,,h 22 0 8
=4X4
s X N
1 V
� �20'4"
F E
2X5(A1)
i 3'6"7
Loading Criteria (psi)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.0o
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 0.00
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height: 21.36 it
Snow Criteria (Pg.Pfin PSF)
Pg: NA Ct NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
TCDL: 4.0 psf
Son 2.00
BCDL: 4.0 psf
Bldg Code: FBC 2017 RES
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h2
TPI Sid: 2014
Spacing: 24.0"
C&C Dist a: 3.00 ft
Rep Fee: No
Loc. from endwall: NA
FT/RT:20(0)/5(0)
GCpi: 0.18
Plata Type(s):
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP 2700f-2.2E; T2 2x4 SP #2;
Bot chord: 2x4 SP #2;
Loading
Hipjack supports 5-0-0 setbackjacks with no webs.
Wind
Wind loads and reactions
based on MWFRS.
Additional Notes
Refer to General Notes
for additional information
Provide (2) 0.131"x3.0",
min. toe -mails at top chord.
Provide (2) 0.131"x3.0",
min. tee -nails at bottom chord.
PANNE!
7'0"14
Detl/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc Udell LIU
Gravity
Non -Gravity
VERT(LL): 0.033 C 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
F 441 /- /_
/_ 1374 /_
VERT(CL): 0.040 C 999 240
HORZ(LL): 0.009 C - -
E 55 P A
139 P P
HORZ(TL): 0.010 C - -
D 162 P P
/- 1168 /-
Creep Factor. 2.0
Wind reactions based on MWFRS
Max TC CSI: 0.536
F Brg Width =11.3
Min Req = 1.5
Max BC CSI: 0.305
E Brg Width =1.5
Min Req = -
Max Web CSI: 0.000
D Erg Width = 1.5
Min Req = -
Seadng F is a rigid surface.
Members not listed have forces
less than 375#
VIEW Ver. 17,02.01A.1115.21
OIR1/2020
re to build the
cover p
The am@ tIlity
114961,
ALPINE
mxmxw
6750 Foram Ddve
Suite 305
Orlando FL. 32821
SEON: 147999/ HIP_ I Ply. 1 Job Number. 19-0376 Oust R7e1 JRef.1W537810aD6 T1 /
FROM:DEG Day: 2 /OAK MOM CUSTOM HOMES //CUSTOM HOME/ROAF RES DrwNo: 021.20.112021340
Truss Label: K4 AK / WHK 0102020
i 3'6"7
Loading Criteria (pall
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 0.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Mind Criteria
Wind Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Krt NA
Mean Height 25.56 it
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist 0 to h2
C&C Dist a: 3.00 it
Loc. from endwall: NA
GCpr 0.18
Wind Duration: 1.60
Top chord: 2x4 SP 27001-2.2E; T2 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x6 SP #2;
Plating Notes
All plates are 3X4(B2) except as noted.
(•') 1 plate(s) require special Fashioning, Refer to
scaled plate plot details for special positioning
requirements.
Loading
Hipjack supports 5-0-0 setbackjacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
1'2"14
7'0"14
5'9"15
3.54 p D
Snow Criteria (Pg,Pf In PSF)
Pg: NA CC NA CAT. W
Pf. NA Cc: NA
Lu: NA Cs: NA
Snow Duration: NA
Cade / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fac: No
FT/RT:20(Ou5(0)
Plate Type(s):
WAVE
7'0"14
7'0"14
DefgCSI Criteria
PP Deflection in loc L/defl L#t
VERT(LL): 0.001 F 999 360
VERT(CL): 0.002 F 999 240
HORZ(LL): 0.005 F - -
HORZ(TL): 0.006 F - -
Creep Factor. 2.0
Max TC CSI: 0.540
Max BC CSI: 0.186
Max Web CSI: 0.071
VIEW Ver. 17.02.01A.1115.21
01212020
T A) 26'6"10
O_
fV
�24'41"
♦ Maximum Reactions (Ibs), or•=PLF
Gravity
Nan -Gravity
Loc R+ / R- / Rh
/ Rw / U / RL
B' 314 /- /-
/- 293 /-
E 57 /- /-
123 /- /-
D 160 /- /-
/- 1195 /-
Wind reactions based on MWFRS
B Brg Width =17.0
Min Req=-
E Brg Width=1.5
Min Req=-
D Brg Width =1.5
Min Req= -
Bearing B is a rigid surface.
Members not listed have forces
less than 375#
ALPINE
µ�
6750 Foram Drive
Suite 305
Odando FL, 32821
SECN: 1476531 HIP_ I Ply: 1 Job Number: 19-0376 Cust R761 JRef:1WS37610004 T93 )
FROWDEG Cry: 1 /OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES DrwNo: 021.20.1120.23103
Truss Label: Kit AK / WHK 01012020
Loading Criteria (ps0
TOLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 0.00
Soffit 2.00
Load Duration: 1.25
Spacing: 24.0"
3'6"7
Wind Criteria
Wind Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 21.22 R
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP 27001-2.2E; T2 2x4 SP #2;
Bet chord: 2x4 SP #2;
Loading
Hipjack supports 4-2.0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"40, min. toe -nails at top chord.
Provide (2) 0.131"x30, min. toe -nails at bottom chord.
1'214 51101,11 I
f 1'2"14+ 4713
Snow Criteria (P9Pf In PSF)
Pg: NA Ct: NA CAT: Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Mier; Criteria
Bldg Cade: FBC 2017 RES
TPI Std: 2014
Rep Fee: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
2.83 p
I-111nAi
5'101,11
Def[/CSI Criteria
PP Deflection in loc Udell L#t
VERT(LL): 0.046 C 999 360
VERT(CL):-0.047 C 999 240
HORZ(LL): 0.012 C - -
HORZ(TL): 0.013 C - -
Creep Factor. 2.0
Max TC CSI: 0.536
Max BC CSI: 0.422
Max Web CSI: 0.000
VIEW Ver. 17.02.01A.1115.21
No 70773
of
wrl� STATE OF �w Z
i,vnrro-aro "f/I(I11111,t��
01/21/2020
2,'9"2
o n
so
20'4"
A, Maximum Reactions (lbs)
Gravity
Non -Gravity
Lee R+ / R- / Rh
/ Rw / U / RL
F 409 /- A
/- 1354 /-
E 19 A /-
/43 /- A
D 92 /- /-
/- /97 /-
Wind reactions based on MWFRS
F Brg Width = 11.3
Min Req = 1.5
E Big Width =1.5
Min Req = -
D Big Width =1.5
Min Req = -
Sendng F is a rigid surface.
Members not listed have forces less than 375#
'ALL NOTES ON THIS DRAWING]
1LL CONTRACTORS INCLUDING THE INSTALLERS
acticesl prior to perfor9mingafpaese functolns Instlallers shanlll norovlde ttempera,7g
properly attached stnrctuml sheathinuu and bottom chord sball have a proopeo
:strains of webs shall have bracin�f Inslatied per SCSI sections B3, 87 or B10y
as shown above and on the Join Details. unless noted otherwise. Refer to
ALPINE
NE
AMIIM'mMNli1'
Suite Foram Drive
Suite 305
Orlando FL, 32821
SEON: 147679/ HIP_
Ply-. 1
Job Number. 19-0376
Cust R761 JRet.1W6376vma4 TM i
FROM:DEG
Oy: 1
I
/OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES
DrwNo:
021.20.1120.25490
Truss Label: K6
AK /
WHK 01/212020
� 1'2"14,_ 5'11"1
1' 12 4'8" 3 4'5'7
-L 12
12
If1.5X6
EF
2.83 p
�1.5X4 T2
T T22'10"8
1.41 12 D'
o
o4X4
B G
v o
m
T
1� A
I�20'4"
I
GH
2X5(A1)
=6X6
3,67 110'2"12
4"
10'2"12
0 "4
Loading Criteria (ps0
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defli Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in lac Udell LHt
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.094 C 999 360
Lee R+ / R- / Rh
/ Rw / U / RL
1 651 /- /-
/- 1531 /-
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.115 C 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.024 C - -
G 314 /- /-
/- 11291 P
Des Ld: 37.00
EXP: C Kzt: NA
Mean Height: 21.78 it
HORZ(TL): 0.027 C - -
F 290 /- /-
/889
NCBCLL: 0.00
TCDL: 4.0 psf
Code! III Criteria
Creep Factor. 2.0
Wind reactions based an
MWFRS
Soffit: 2.00
BCDL: 4.0 psf
Bldg Code: FBC 2017 RES
Max TC DSI: 0.673
1 Brg Width = 11.3
Min Req = 1.5
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
TPI Std: 2014
Max BC CSI: 0.526
G Brg Width =1.5
F Brg Width = 1.5
Min Req = -
Min Req = -
Spacing: 24.0"
C&C Dist a: 3.00It
Rep Fee: No
Man Web CSI: 0.284
Bearing I is a rigid surface.
Loc. from endwall: NA
FT/RT:20(0)/5(0)
Members not listed have forces less than 375k
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.01A.1115.21
Chords Tens.Comp.
Chords Tens. Comp.
Lumber
B-C 622 -741
C-D 643 -756
Top chord: 2x4 SP 27001-2.2E; T22x4 SP 92;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP 92;
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Loading
B-H 716 -593
Hipjack supports 7-6-0 setback jacks. Jacks up to 7'
have no webs. Longerjacks supported to BC.
Maximum Web Forces
Per Ply (Ibs)
Wind
Webs Tens.CDMP.
Webs Tens. Camp.
Wind loads and reactions based on MWFRS.
D - H 619 -717
E- H 1129 0
Additional Notes
Refer to General Notes for additional information
Toe nailing based on average reaction value.
Provide (3 ) 0.162"x3.5" (min) toe -nails at top chord.
Provide (3 ) 0.162"x3.5" (min) tce-nails at bottom chord.
Polo
No 70173 't
r STATE OF ;,1W
F[ORIV..
\�
COA40-2 8 ONAI
`Xa\��\
O1121/2020
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care In fabriratin , handtinc� shi pping, installing and bracing. Refer to and follow the latest etlition
Componen[ Safety Information, h TPI SBCA) f9oi to these functions. Installers
of 13C51 (Building
temporartyy
an� safuery practices prior performing shall prowda
bmcmg oar BCSI. Unless noted oyfhelwise,top chord shall have gropedv attached stmcNral sheathin�and bottom chord shall have a pro�erly
attached ri id ceiling Locations shown for permanent lateral restraint bf webs shall have brecin ins Iled per BCSI sections 3, B7 or 10,
_
es applicable. Apply laces to each face, of Wss end position es shown above and on the Joinf Details, unless noted otherwise.
76oA-Z for sgantlard plate positions.
f"fefer to
NEdrawings
ALPINE
Alpine, a division of ITW Buildin Components Group Inc shall not be responsible for any deviation from this drewing,any failure to build the
truss ANSIPrPI 1, for hand1% installation
In conformance with or snipping, and bracing of tmssesA seal on this drawing or cover pane
listing this drawing indicattes accenlance of nnroasstone englneerinnp responsibilittyv sole)v for%p sl nshown. The sultablllty
and use of this drawing fOr any sgructure is fire responslbiliTy of the 9uilding Dealgder perANSI1TPl e{ Sec.2.
6750 Forum Drive
Suite 305
For more Information see IN. xlr; A.reral notes page and these web sites: ALPINE: xww.al'neitwwrn; TPI: www.t'nsto ;secA wxw.sbcndus .mm
ICC: www.I=afe.org
Orlando FL, 32821
SEON: 147721/ HIP_
Ply: i
Job Number. 19.0376
Cust R781 JRef1WS37610004 T31 /
FROWDEG
Cry: 1
/OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES
DrwNo: 021.20.112020389
Truss Label: K7
AK / WHK 0121/2020
1'2"14 5'4"9 9'S"3
1'214 4'110 4'1"10
12
2.83
=1.5X4 T2
T Tzz'r's
12 D
1.41
o
v
=4X4
0
g C
`� <IV
LT A
1 120,4„
H
GF 111
=2X5(A1)
=4X4
3,87 9'37
112
9,3"7
"3
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg.Pf in PSF)
Defl1CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct NA CAT:NA
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
TCDL 7.00
Speed: 160 mph
Pf. NA Ce: NA
VERT(LL): 0.084 C 999 360
Loc R+ / R- / Rh / Rw / U / RL
H 546 !- /- /- 1446 /-
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.102 C 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.021 C - -
F 278 /- /- /- 184 /-
Des Ld: 37.00
EXP: C Kzt NA
0.0242.0 C - -
E /- /- /232 /-
Code Miss Criteria
NCBCLL:0.00
Mean Height 21.65H
TCDL: 4.0 psf
Creep Factor. 2.0
Creep Factor.
d re io
Wind reactions based on MWFRS
Soffit 2.00'
BCDL: 4.0 sf
p
Bldg Code: FBC 2017 RES
Max TC CSI: 0.640
H B Width = 11.3 Min Re 1.5
� q =
Load Durat on: 1.25
MWFRS Parallel Dist: 0 to h2
TPI Sid: 2014
Max BC CSI: 0.807
F Brg Width = 1.5 Min Req = -
E Brg Width = 1.5 Min Req = -
Spacing: 24.0"
C8C Dist a:
Rep Fac: No
Max Web CSI: 0.227
Bearing H is a rigid surface.
dwell:
Loc. from endwall: NA
FT/RT:20(0)/5(0)
Members not listed have farces less than 3769
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.01A.1115.21
Chords Tens.Comp. Chords Tens. Camp.
Lumber
B-C 495 -559 C-D 514 -571
Top chord: 2x4 SP 2700f-2.2E; T2 2x4 SP #2;
gotchord: 2x4 SP #2; We
Webs: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Chards Tens.Comp.
Loading
B-G 539 -470
Hipjack supports 6-8-12 setback jacks with no webs.
Wind
Maximum Web Forces Per Ply (Ibs)
Wind loads and reactions based on MWFRS.
Webs Tens.Comp.
D-G 493 -565
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (3) 0.131"x3.0", min. lee -nails at bottom chord.
Pp00 bj� �sle
No 70773 ••�
COA#0-2 s
01/21/2020
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
cusses re wire exueme cere in fahricatlnnn, handlinnn shippppping, installing and bracing. Refer to end follow the latest edition
omponeni Sefery In�artna8on, hy.TPl pnd SBCA) 5hsa}ely practices prior to pedortning these functions. Installers shell pro
of SCSI (Building
de tempura
bacing per BCSI. Un ass noted otthherwise,top choN shall have properly attached stmcturel sheat�in�and bottortl choN 5hall�iave a progeny
aHachetl ri id ceilingp Locations shown for ermanent laterel restraint of watts shall have bracingp ns per BCSI sections 3, B7 or 10,
_lied
as epplicab�e. gqppiy pplates to each face ofPWss and position as shown above and on the JoinFDetalls, unless notetl oNerviise.
kefer to
drawings 160A-Z for stantlard plate positions.
A IPL N E
Alpine, a division of ITW Bu'Id'ngqComponents Group Inc. shall not be responsible for any deviation fmm this drewing,a y failure
truss
to build the w,m.,
In wn(ortnance wit�Ati�IITPI 1, or for hantllinu. shipp'ine, installation and bracing of tmssesA seal on this tlra�ng or cover pacce, 6750 Foram Dnve
Iistin thia drawnnn Ind cats accenn�ance of ppro easlona en ineedng rcs onslb Ilttvv solelyv for the tlesl n shown. The sufmblll h Suite 305
and use this thawing for is the
of any sWcture the responsibility of 9ulltling Des�glier peIANSIlTPl1 Sec.2.
For more infomation aee Nis a6's eneml notes a eentl these xeb silea: ALPINE wxw.ai inekx.cam'TPI: wmv.l insLo SBCA: wawsbandus .mm'ICC:
wxw.ivsafe.o Orlando FL. 32821
SEON: 1477751 HIP_ PN: 1 Job Number: 19-0376 Cust:R791 JRet1WS37610004 T119
FROWDEG Oty: 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DnvNo: 021.20,112022042
Tress Label: KB AK / WHK 01212020
8'10"7
77'B
12
�367 2'1'S"10+ 5'0"11 I
2'4"4"2 2 3'9"12 8'10"7
Loading Criteria (ps0
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 33.49 it
NCBCLL' 0.00
TCDL: 4.0 pet
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist 0 to h2
Spacing: 24.0"
CaC Dist a: 3.00 it
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP 2700f-2.2E;
Bot chord: 2x4 SP 2700f-2.2E;
Webs: 2x4 SP 2700f-2.2E;
Plating Notes
All plates are 1.5X4 except as noted.
Loading
Hipjack supports 6-3-4 setback jacks with no webs.
Wind
Wind loads and reaclions based on MWFRS.
Additional Notes
Refer to General Notes for additional informaflon
Provide (3) 0.131"x3.0", min. tee -nails attop chord.
Provide (2) 0.131"4 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 chord
ends (If no dgid diaphragm exists at that point).
Snow Criteria (Pg.Pf In PSF)
Pg: NA Ct NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Def#CSI Criteria
PP Deflection in loc Udell 119
VERT(LL): 0.161 G 659 360
VERT(CL): 0.280 G 377 240
HORZ(LL):-0.036 H - -
HORZ(TL): 0.056 H - -
Creep Factor. 2.0
Mau TC CSI: 0.540
Max BC CSI: 0.228
Max Web CSI: 0.059
VIEW Ver. 17.02.01A.1115.21
0121/2020
No T0773
STATE OF "4/Wzz�
'cIORIOP'%"C2k
10NAL �?���\
/1111111110
fl
T—V 4'8"13
V
32'8"
1�32'
♦ Maximum Reactions (Ibs)
Gravity
Non -Gravity
Loc R+ /R- /Rh
/Rw I /RL
B 510 A P
/- 1569 /-
F 120 /- A
120 A /-
E 290 /- /-
/- 1389 /-
Wind reactions based on MWFRS
B Brg Width = 11.3
Min Req = 1.5
F Brg Width =1.5
Min Req = -
E Brg Width =1.5
Min Req = -
Beating B is a rigid surface.
Members not listed have forces less than 375#
ALPINE
µ�'
6750 Foram Drive
Suite 305
Orlando FL, 32821
SEON: 1477671
JACK
Ply: 1
Job Number: 19-0376
Cust R761 JRet1WS37610004 T35 %
FROWDEG
Cry: 1
/OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES
DrwNo: 021.20.1120,23134
Truss Label: C7
AK / WHK 01212020
10" 3'0"7
2'2„7
12
5
E
T
12 T2
3X4(SRS) O
T
90
p
T
I�C�t7-
335"
90
do
T
6 Fi
`
32'8"
^T
m
�. 2,6„ + 2,9., 13„7
2,9., ,0 7
Loading Criteria (ps0
Wind Criteria
TCLL: 20.00
Wind Std: ASCE7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C KztNA
Des Ld: 37.00
Mean Height 32.83 fit
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0"
CBC Dist a: 3.00It
Loa from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP 2250f-1.9E; T2 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 MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional Information
Provide (2) 0.131'W.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.9', 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 chord
ends (If no rigid diaphragm exists at that point).
Snow Criteria (Pg,Pf in PSF)
De0/CSI Criteria
♦Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Collection in loc Udeg U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): -0.011 C 999 360
Lee R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL):-0.016 C 999 240
B 320 /- /- 240 /318 /128
Snow Duration: NA
HORZ(LL):-0.006 H - -
F 42 /- /- 146 /24 /-
HORZ(TL): 0.007 H - -
E 43 /- /- 113 160 /-
Code / Misc Criteria
Creep Factor. 2.0
Wind reactions based on MWFRS
Bldg Code: FBC 2017 RES
Max TC CSI: 0.713
B Erg Width = 8.0 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.193
F Big Width = 1.5 Min Reel = -
E Big Width = 1.5 Min Reel = -
Rep Fee: Yes
Max Web CSI: 0.080
Bearing B is a rigid surface.
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1115.21
No 70773 •:
f
i STATE OIF W `
R.
k40-2 s
01/21/2020
TO ALL CONTRACTORS INCLUDING
as
on
INSTALLERS
1w the latest edition of SCSI (Building
vide tempom
adbottom ISI chordlers, shall 3,rB or7p1n0y
„ unless noted otherwise. Refer to
ALPINE
IIIIIYI(R6M'Y
6750 Foram Drive
Suite 305
Orlando FL, 32821
SEON: 147770/ JACK I Pry: 1 Job Number. 19-0376 Cost R761 JRet1WS37610004 TIM
FROWDEG Cry: 1 /OAKMONTCUSTOM HOMES//CUSTOM HOME/ROAF RES DrNNo: 021.20.1120.20420
Truss Label: C2 1 AK / WHK 01,2112020
T 12
m 3 p
Zo
N
Loading Criteria (ps0
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
SCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: ll
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height 33.25 it
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0"
C&C Dist a: 3.00it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP 22501-1.9E; T2 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 MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails at tap chord.
Provide (2) 0.131"x3.0", min. lae-nails at bottom chord.
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).
10" I 5'0"7
10" 4'2"7
12 E
5 F'- off"
2'9" 2,3"7
2,9" 5'0'7
90
4'3"T
tV
00
o
J
�32'8"
�32'
Snow Criteria (P9.Pt in PSF)
DBf#CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non-Guivity
Pf: NA Cc: NA
VERT(LL): -0.047 G 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.059 G 999 240
B 371 /- /- 1263 1348 1190
Snow Duration: NA
HORZ(LL):-0.017 H - -
F 80 /- /- /64 /19 /-
HORZ(TL): 0.018 H - -
E 109 /- /- /23 /147 /-
Code / Misc Criteria
Creep Factor. 2.0
Wind reactions based on MWFRS
Bldg Code: FBC 2017 RES
Max TC CSI: 0.739
B Brg Width = 8.0 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.198
F Brg Width =1.6 Min Req = -
Rep Fee: Yes
Max Web CSI: 0.070
E Erg Width =1.5 Min Req = -
Bearing B is a rigid surface.
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
Plate Type(s):
WAVE
VIEW Ver. 17.02.CIA.1115.21
as
01/21/2020
INSTALLERS
ALPINE
Nlln'/D)YiM
6750 Foram Dive
Suite 305
Orlando FL, 32821
SEON: 147727 / JACK Ply: 1 I Job Number: 19-0376 Cust R761 JRef 1M37610004 T113
FROM:DEG Oty: 7 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DmMa: 021.20.112023587
Truss Label: C3 AK / WHK 01/21/2020
Loading Criteria (psg
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
G
12
3 F---,
216"
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 32.40 It
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP 22501-1.9E;
Bat chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"k3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. tee -nails at bottom chord.
a division of
- 32'6"10
N
O M
N 32'
T
1'0"7
1'0"7
Snow Criteria (Pg,Pf In PSF)
De0/CSl Criteria
Pg: NA Ct NA CAT: NA
PP Deflection in loc Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): 0.002 C - -
HORZ(TL): 0.002 C - -
Code IMiscCriteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.711
TPI Ste: 2014
Max BC CSI: 0.132
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(Ou5(0)
Plate Type(s):
WAVE
VIEW Ver. 17.02.01A.1115.21
No 70773 l
i STATE OF4W`
�0A�.
01/21/2020
11
♦ Maximum Reactions (Ibs)
Gravity
Non -Gravity
Loc R+ / R- / Rh
/ Rw / U / RL
B 361 /- /-
1297 1396 /66
D 13 /-11 /-
/37 118 /-
C - /-127 /-
1137 1130 /-
Wind reactions based on MWFRS
B Brg Width = 8.0
Min Req = 1.5
D Brg Width =1.5
Min Req =-
C Erg Width = 1.5
Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
ALPINE
wowuv
8750 Forum Drive
Sulfa 305
Orlando FL, 32821
SEON: 1477371
JACK
Ply: 1
Job Number. 19-0376
Cust R761 JR&AWS37610004 T32 %
FROM:DEG
Oty: 6
/OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES
DrwNo: 021.20.1120.23228
Truss Label: C4
AK / WHK 0121/2020
10,E 3,0„7
2,2„7
12
5
D
T2
T
3:F
3 1�
SXS
71
C
--mom
o
T
B
'
1Lj
A
iN
32'
F E
1MI(E12)
W1.5X4("
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Lumber
i 2'6"
Wind Criteria
Wind Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 32.83 it
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist 0 to h2
C&C Dist a: 3.00 It
Lou from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x6 SP #2;
Plating Notes
(") 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads based on MWFRS with additional C&C
memberdesign.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toenails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
"IMPORTANT"
3'0"7
3'0"7
Snow Criteria (Pg,Pf In PSF)
Pg: NA Ct: NA CAT: Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
01/21/2020
Deg/CSI Criteria
PP Deflection in loc Udell L&
VERT(LL): 0.007 F 999 360
VERT(CL): 0.009 F 999 240
HORZ(LL): 0.005 C - -
HORZ(TL): 0.005 C - -
Creep Factor. 2.0
Max TC CSI: 0.713
Max BC CSI: 0.254
Max Web CSI: 0.048
VIEWVer. 17.02.01A1115.21
\a\\moo I//H
No 70773
STATE OF ;firerZZ
♦ Maximum Reactions (lbs)
Gravity Non -Gravity
Loc R+ /R- /Rh IRw /U /RL
B 320 /- F 1241 1302 /116
E 43 P /- /53 /31 P
D 43 /- P /13 /54 1-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
E Erg Width=1.5 Min Req =-
D Erg Width = 1.5 Min Req = -
Bearing B is a ngid surface.
Members not listed have forces less than 375#
ALPINE
.wmxe� 6750 Foram Drive
Suite 305
Orlando FL. 32821
SEQN: 1477401 JACK Plg 1 Job Number. 190376 Cuat R761 JRet1VVS37610DN Tee )
FROM:DEG Oty: 4 /OAKMONT CUSTOM HOMES /CUSTOM HOME/ROAF RES DmNr: 021.20.1120.25911
Truss Label: C5 AK / WHK OV21/2020
10" 5'0"7
r 10" 477
12 D T
5 T /ice 343'
3 12 m o
5X5 O
V O
B
A C I N
ml r` llll 1+32'
1 F E
1112X5(B2)
5'0"7
Loading Criteria(ps0 Wind Criteria Snow Criteria(Pg,Pf in PSF) De11/CSI Criteria ♦ Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in lot Udell U# Gravity Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.019 C 999 360 Lee R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.034 F 999 240 B 371 /- /- /264 /327 /179
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL):-0.008 C - - E 85 /- P /68 /23 A
EXP: C Kzt NA HORZ TL 0.014 C - - 0 103 P P /20 /137 P
Des Ld: 37.00 Mean Height 33.25 it ( )
NCBCLL: 10.00 TCDL: 4.0 sf Code / Mfsc Criteria Creep Factor. 20. Wind reactions based on MWFRS
Soffit: 2.00 p Bldg Code: FBC 2017 RES Max TC CSI: 0.739 B Brg Width = 1.5 Min Req = 1.5
BCDL: 4.0 Parallel
E Brg Width = 1.5 Min Req = -
Loatl Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.222
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fee: Yes Max Web CSI: 0.096 D Brg Width = Min Req = -
9 Bearing a is a dgid surface.
Lee. from endwall: Any FT/RT:20(Op5(0) Members not listed have forces less than 375#
GCpt 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21
Lumber
Top chord: 2x4 SP 22501-1.9E; T2 2x4 SP 92;
Bot chord: 2x4 SP #2;
Webs: 2x6 SP #2;
Plating Notes
(••) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads based on MWFRS with additional C&C
memberdesign.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
VIDO
No 70773 #
STATE OF ,, W
�i OR10P'G=\�
COA#0-2 S /S/sj0-NAi'�?\��\
01212020
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
••IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re44wire extreme care in fabdcaBnQ, hhanpdlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety In{ormahon, b11�� TPI and SBCA) roF safety paclices poor W penonning these functions. Installers shall provide teritporary
bating per BCSI, Unless noted o'Nerwise,top chord shall have propedv attachetl structural sheathin>�and bottom c'tord shall �iave a proge�ly
adache n id ceilinnn ppL��ocations shown for permanent lateral resuaint bf webs sllall have bating ins Iled per BCS secuons , 3, B7 or 10,
dr4awingsce160A-Zpfor stanCarE plate po IS 6o s.uss and posNon as shown above and on the Joint Details, unless noted otherwise. i2efer to ALPINE
Alpine, a division of ITW Buildingo Components Group Inc.,sh.11 not be responsible Wr any deviatlon from this dewing. my failure to build the r�w,y
truss in conformance with ANSI/fPl 1, or for hands In� shioppinnp, Installation and bra..g of II,
..Ion this drawing or cover pa a, , fi750 Forum Dnve
listing this drawing Indicate. acceoo}pance of prr7essional.nj1.fruina resp.mubillty solely for the do. nshown. The suitability Suite 305
and use of this drawing for any strucW,. le tl1e raspan.Ibill of the 6uiId .9 Designer per ANSuTPI 1 Sec.2. Oit FIL 32821
Farmom lnfomlatlon are iM1ia'aVe aneml noms a an6lM1ese web sites:ALPINE: www.al inei[w.wm TPl: www.t 'mr.o eBCA: w,wvsb,ndua mm'ICC: www.iruafe.o
SEON: 147746/ JACK Ply: 1 Jab Number 19-0376 Cuss R761 JRet1VVS3701W041 T12 /
FROWDEG Oty: 6 /OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES DmNo: 021.20.1120.21684
Truss Label: C6 AK / WHK 01212020
Loading Criteria (ps0
TCLL 20.00
TCDL: 7.00
BOLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: It
EXP: C Kzt: NA
Mean Height 32.83 It
TCDL: 4.0 psf
BCDL 4.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Dumbon: 1.60
Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x6 SP #2;
Plating Notes
(") 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads based on MWFRS with additional C&C
memberdesign.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"40, min. toenails at top chord.
Provide (2) 0.131"x3.0", min. toenails at bottom chord.
10" + 3'0"1
10" 2H
12
5 F,---
3'07
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct NA CAT: NA
Pf. NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Def#CSI Criteria
PP Deflection in -Joe Udell U#
VERT(LL): 0.007 F 999 360
VERT(CL): 0,009 F 999 240
HORZ(LL): 0.005 C - -
HORZ(TL): 0.005 C - -
Creep Factor. 2.0
Max TC CSI: 0.713
Max BC CSI: 0.254
Max Web CSI: 0.048
VIEW Ver. 17.02.01A.1115.21
No 70773 '
PF'. STATE OF W
01/21/2020
TT 33'5"
tip o
1�
(V
�32'
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw I /RL
B 320 /- A 241 1302 1116
E 43 /- A 153 /31 /-
D 43 A /- 113 154 A
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
E Brg Width = 1.5 Min Req = -
D Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
ALL CONTRACTORS INCLUDING THE INSTALLERS
installing end bracing., Refer to and follow the latest edition of BCSI (Building
acbces poor to pertonning these functions. Installers shall Drowde temporary
pmpedyy atlachetl structural sheathin�end hottom chord shall have a progeny
:str P of webs shall have bracing Ins Iled per SCSI sections B3, B7 or 10,
as shown above and on the Joint Details, unless noted otherwise. keferto ALPINE
.W IIYIc
6750 Forum Drive
Suite 305
Odando FL, 32821
SEON: 147743/ JACK I Ply: 1 Job Number. 19-0376 Cust R761 JRef:1WS376100M T2 /
FROWDEG Cry: 7 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNo: 021.20.112025147
Truss Label: C7 AK / WHK 01/21/2020
12
3 p
C
B
~� A
D
1112X5(B2)
Loading Criteria (psg
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit 2.00
Load Duration: 1.25
Spacing: 24.0"
i 216"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 32.40 It
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h2
C&C Dist a: 3.00 it
Loa from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
memberdesign.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toenails at top chord.
Provide (2) 0.131"x3.0", min. tce-nails at bottom chord.
a division of
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N)
Pf: NA Cc: NA
Lu: NA Cs: NA
Snow Duration: NA
Code 1 Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fee: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
1'0117
1'077
T
N
0
Deg/CS1 Criteria
PP Defection in loc Udell L##
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.002 C - -
HORZ(rL): 0.002 C - -
Creep Factor. 2.0
Max TC CSI: 0.711
Max BC CSI: 0.132
Max Web CSI: 0.000
VIEW Ver: 17.02.01A.1115.21
O1/21/2020
32'6"10
32'
♦ Maximum Reactions (lbs)
Gravity Nan -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 361 /- P
/297 /396 /66
D 13 /-11 P
/37 /18 P
C - /-127 /-
/137 /130 P
Wind reactions based on MWFRS
B Brg Width = 8.0
Min Req = 1.5
D Brg Width =1.5
Min Req = -
C Brg Width =1.5
Min Req= -
gearing B is a rigid surface.
Members not listed have forms
less than 375#
Of
e a pro e
o'
.B7Referin1411116111111,
ALPINE
to build the
ver po a
to Sullbility
6750 Foram Drive
Suite 305
ICC: wiw.icaafe.arg
Orlando FL, 32821
SEON: 147749/ JACK Ply: 7 Job Number: 130376 C031 R761 JRet.1WS376,12=4 T33 /
FROM:DEG DM 4 fOAKMONi CUSTOM HOMES //CUSTOM HOME /ROAF RES DrwNo: 021.20.112021122
Truss Label: CB AK / WHK 0121/2020
10"+ 5'0"7
10" 4'2"7
12 D
T V4'3"
3 p m o
SX5 0
C N O
o'I rl A B l I 0 32'
F E 11�
5'0"7
2'S"
�'�'
S07
Loading Criteria (ps0
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Def#CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct NA CAT:NA
PP Deflection in loc L/de0 LN
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.019 C 999 360
Loc R+ / R- / Rh / Rw / U / RL
B 371 /- /- 264 1327 /179
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.034 F 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL):-0.008 C - -
E 85 /- /- /68 /23 /-
Des Ltl: 37.00
EXP: C Kzt: NA
HORZTL ) 0.014 C - -
(
D 103 /- A 20 /137 A
Code / Misc Criteria
NCBCLL: 10.00
Mean Height 33.25 R
CreepFactor. 2.0
Wind reactions based on MWFRS
Soffit: 2.00
TCDL: 4.0 psf
Bldg Code: FBC 2017 RES
Max TC C51: 0.739
B Brg Width = 8.0 Min Req = 1.5
Load Duration: 1.25
BCDL: 4.0 pat
MWFRS Parallel Dist 0 to h2
TPI Std: 2014
Max BC CSI: 0.222
E Brg Width = 1.5 Min Req = -
D Brg Width = 1.5 Min Req = -
Spacing: 24.0 "
C&C Dist a: 3.00 R
Rep Fac: Yes
Max Web CSI: 0.096
Bearing B is a rigid surface.
Lac. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(s):
i VIEW Ver. 17.02.01A.1115.21
Wind Duration: 1.60
WAVE
Top chord: 2x4 SP 2251N-1.9E; T2 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x6 SP 92;
Plating Notes
V-) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements,
Wind
Wind laads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails attop chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
No 70773
i STATE OF W
/ SS�0NA�
4#0-2 8 yy//Jill
lll\\\X
01121/2020
N THIS DRAWINGI
'ORS INCLUDING THE INSTALLERS
pfopemy attached stNatdml sheathing and bottom c are Shall have a pmgeW
:siralnl of webs shall have brean mantled per BCS sections B3, B7 or 6I .
Referto
as shown above and an the Join[ Details, unless noted otherwise.
NE
ALPINE
not be responsible for any deviation from this drawing,any failure to build the
rxawma>a�m
installation and bracing of lnlssesA seal on this drawing or cover pa e, ,
en ineerint� res onsibllity solely forthedesl nshown. The suiq bill ty
6750 Forum Drive
Suite 305
bilitgof the Building Designer peYANSI/TP11Sec.2.
LPINE: xwx.al ineilw.com' TPI: Ipin.Unr. SBCA w.vw.sbdndus ,ram' I= i r.cm
Orlando FL, 32821
SEQN: 1477641 JACK I Ptyr 1 Job Number. 19-0376 Cast R761 'Ret1WS37610004 T2a )
FROM: DEG Oty: 1 /OAKMONT CUSTOM HOMES //CUSTOM HOME /ROAF RES DmNa: 021.20.1120.25131
Truss Label C9 AK / WHK 01/21/2020
10" + 3'0"7
10" 2'27
12
5 F--,-
2�9�� 3a7
2-5n
'07
2,9
Loading Criteria (ps)
Wind Criteria
Snow Criteria (Pg,R in PSF)
DefUCS1 Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT:NA
PP Deflection In loc Udefl L/#
TCDL: 7.00
Speed: 160 mph
Pf: NA Cc: NA
VERT(LL): -0.011 C 999 360
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL):-0.016 C 999 240
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL):-0.006H - -
Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.007 H - -
Code/Mist Criteria
NCBCLL: 10.00
Mean Height 32.83i1
Creep Factor. 2.0
Soffit: 2.00
TCDL: 4.0 pal
BCDL: 4.0 psf
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.713
Load Duratton: 1.25
MWFRS Parallel Dist 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.193
Spacing: 24.0"
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0,080
Loc. from endwall: Any
FT/RT:20(Ou5(0)
GCpi: 0.18
Plate Type(s):
VIEW Ver. 17.02.01A.1115.21
Wind Duration: 1.60
WAVE
Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2;
Sot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
memberdesign.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
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 chord
ends (If no rigid diaphragm exists at that point).
No 70773
dr
" STATEOF :��W`
j0.P F40RIO?;
COA#0-2 s /j,/r/S10NAL
�/111111I0
01/21/2020
T T rr'-�33'S"
0
T N3��1'Y
32'
11 h j
♦Maximum Reactions (Ibs)
Gravity Nan -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 320 /- /- /240 /318 /128
F 42 /- /- ME 124 /-
E 43 /- /- 113 /60 /-
Wind reactians based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
F Brg Width =1.5 Min Req = -
E Erg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 3759
ALL NOTES ON THIS DRAWINGI
ALL CONTRACTORS INCLUDING THE INSTALLERS
installing and bracing., Refer to and follow the latest edition of SCSI (Building
acuces pnorto performing ese functons. Installers shall rowde tempura
properly attached stnrctura sheatpinp and bottom chord shall hhave a propperty
:strain of webs shall have bracing ins lied per SCSI sections 63, B7 or 610,
as shown above end on the JoinCDetails. unless noted otherwise. kefer to
ALPINE
NE
ule«awax
6750 Fannin Drive
Suite 305
Orlando FL, 32821
$EON: 1477611 JACK I Ply. 1 I Job Number. 19-0376 Cust R781 JRet1WS378I0004 T13 %
FROM: DEG Qty. 1 /OAKMONT CUSTOM HOMES //CUSTOM HOME IROAF RES DrwNo: 021.20.1120.2.2807
Truss Label: CIO AK / WHK 01/2112020
2'6" —
Loading Criteria (ps0
Wind Criteria
TCLL: 20.00
Wind Std: ASCE7-10
TCDL: 7.00
Speed: 160 mph
SCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: ll
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 33.25 It
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0"
C&C Dist a: 3.00 it
Lac. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2;
Bot chord: 2x4 SP 92;
Webs: 2x4 SP 42;
Plating Notes
All plates are 1.5X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails attop chord.
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 chord
ends (If no rigid diaphragm exists at that point).
5'0"7 I
r 10" 4'2"7
1112X5(B2)
12
2'9" 2'3"7
2'y" 1 5'0'7
E
Snow Criteria (Pg.Ptin PSF)
DeBICSI Criteria
♦Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): -0.047 G 999 360
Lac R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.059 G 999 240
B 371 A /- 1263 1348 /190
Snow Duation: NA
HORZ(LL):-0.017 H - -
F 80 A /- 164 /19 A
HORZ(TL): 0.018 H - -
E 109 A /- 123 /147 A
Code I Misc Criteria
Creep Factor. 2.0
Wind reactions based on MWFRS
Bldg Code: FBC 2017 RES
Max TC CSI: 0.739
B Brg Width = 8.0 Min Req = 1.5
TPI Sid: 2014
Max BC CSI: 0.198
F Big Width =1.5 Min Req = -
Rep Fac: Yes
Max Web CSI: 0.070
E Big Width =1.5 Min Req = -
FTIRT:2O(Oy5(0)
Bearing B is a rigid surface.
Plate Type(s):
Members not listed have forces less than 3759
WAVE
VIEW Ver. 17.0 .01A.1 115.21
01/21/2020
READ AND FOLLOW ALL NOTES ON THIS DRAWII
TH9HIS DRAWING TTp��O ALL CONTRACTORS INCLUDIh
na'SBCA)nfo}me ,wp, installing and gracing. Refer these
Ie,top chord she, havennmpeAy atfacheA performing these she
or ppermanent lateral restraint of webs shall have bracir
oFiruss and position as shown above and on the Joir
Of
failure to buildppthe
n. The suori bility
ALPINE
NE
.W InYNtlfAMr
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 1475841 JACK I Ply: 1 Job Number. 19-0376 Cust R701 JRet1WS3781W04 T41 %
FROM:DEG Cry: 4 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DmNo: 021.20.1120.20186
Truss Label: C11 AK / WHK 01212020
T
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BOLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
i
12
2
0
R C
1'0rr7
2'6" 1
1 77
T 0 20 8 6
7"14 .-
- 20r4"
0
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Def1/CS1 Criteria
Wind Std: ASCE 7-10
Pg: NA Ct NA CAT:NA
PP Deflection in loc L/defl L/#
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.001 D - -
EXP: C Kzt: NA
HORZ(TL): 0.002 D - -
Mean Height 20.70 It
Code I Misc Criteria
Creep Factor. 2.0
TCDL: 4.0 psf
BCDL: 4.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.957
MWFRS Parallel Dist 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.116
C&C Dist a: 3.00 ft
Rep Fee: Yes
Max Web CSI: 0.000
Loc. from endwall: Any
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.01A.111S.21
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
01/21/2020
a division of
♦ Maximum Reactions (lbs)
Gravity Non -Gravity
Lee R+ /R- /Rh /Rw I /RL
B 419 /- /- 1317 /586 AS
D - /-52 /- 197 145 /-
C - /-144 /- /232 /126 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brg Width =1.5 Min Req =-
C Brg Width =1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
ALPINE
..ara+xr
6750 Forum Drive
Suite 305
Orlando FL, 32821
9EDN: 147587! JACK I Ply: 1 I Job Number: 19-0376 Cuk R761 JRalAWS3761000,1 T43 i
FROM: DEG Dry: 3 /OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES DrwNo: 021.20.1120.21590
Truss Label: C12 AK / WHK 01/212020
10" 3'0"7
10" 2'27
12
4 p
12
D
2 o
21'4"13
s3M
C
n
T
B
_
1
^
1za'a"
E
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL 10.00
Soffit 2.00
Load Duration: 1.25
Spacing: 24.0 "
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
1 2'6"
Wind Criteria
Wind Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 21.05 it
TCDL: 4.0 psf
BCDL 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpt 0.18
Wind Duration: 1.60
Wind
Wind loads based an MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toenails at bottom chord.
Snow Criteria (P9.Pf in PSF)
Pg: NA Ct NA CAT: NI
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
3'0"7
3'0"7
DefUCS1 Criteria
PP Deflection in loc L/defi L/#
VERT(LL): 0.018 C 999 360
VERT(CL): 0.022 C 999 240
♦Maximum Reactions (lbs)
Gravity Non -Gravity
Loc Re / R- / Rh / Rw / U / RL
B 335 A A 1232 /378 171
HORZ(LL): 0,007 C - -
E 43 /- /- /85 /29 /-
HORZ(TL): 0.008 C - -
D 36 /- /- /27 137 P
Creep Factor 2.0
Wind reactions based on MWFRS
Max TC CSI: 0.961
B Brg Width = 8.0 Min Req = 1.5
Max BC CSI: 0.242
E Brg Width = 1.5 Min Req = -
Max Web CSI: 0.000
D Brg Width = 1.5 Min Req = -
Bearing B is a dgid surface.
Members not listed have forces less than 375#
VIEWVer. 17.02.01A.1115.21
No 70773 `,
IV STATE OF ,NW`
�;P•. k0RtOP%G2��
01/21/2020
INSTALLERS
m the latest edition of SCSI Building
is. Installers shall provide to porary
nd bottom chord shall have a properly
ad per BCSI sections B3, B7 or B1q
unless noted otherwise. Refer to
ALPINE
NE
owo w
6750 Forum Drive
Suite 305
Odando FL, 32821
WON: 147593/ JACK I Ply: 1 Job Number: 19-0376 Cust R761 JRef.1WS37010004 TM I
FROM: DEG Qty. 4 /OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES DwMo: 021.20.1120.22416
Truss Label: C13 I AK / WHK 01/21/2020
T
i
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Let 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
2 12
0
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 20.70 ft
TCDL: 4.0 Pat
BCDL: 4.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpt 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
memberdesign.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. roe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
R C
20'8"6
7„1 4 0
7
0 20'4"
110117
1'0117
Snow Criteria (Pg.Pf in PSF)
DefUCSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udeg U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): 0.001 D - -
HORZ(TL): 0.002 D - -
Code IMiscCriteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.957
TPI Std: 2014
Max BC CSI: 0.116
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1115.21
01/21/2020
♦ Maximum Reactions (lbs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 419 /- /- /317 /586 149
D - /-52 /- /97 145 /-
C - /-144 A 1232 /126 P
Wind reactions based on MWFRS
B Brg Width =8.0 Min Pact =1.5
D Brg Width=l.5 Min Req=-
C Brg Width =1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have farces less than 375#
of
ALPINE
µ�
6750 Fomm Drive
Suite 305
Orlando FL, 32821
SEON: 147596 JACK I Ply. t I Job Number: 19-0376 Cust R761 JRetlWS37610004 T45 I
FROM:DEG Cry: 4 /OAKMONTCUSTOM HOMES//CUSTOM HOME/ROAF RES DrwNo: 021.20.1120.21215
Truss Label: C14 AK / WHK 01f21/2020
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Dunstan: 1.25
Spacing: 24.0"
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
10" + 3'0"7
10" 2'2"7
12
4 p
9 12 D
1 2'6"
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height: 21.05 it
TCDL: 4.0 lost
BCDL-0.0.Pat
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.16
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
memberdesign.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
T T_`qT 13
1 T-KTT
3'0"7
TO'7
Snow Criteria (Pg,Pf in PSF)
Def11CSl Criteria
♦ Maximum Reactions (lbs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udeg U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.018 C 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.022 C 999 240
B 335 /- /- /232 1378 171
Snow Duration: NA
HORZ(LL): 0.007 C - -
E 43 /- A /85 129 /-
HORZ(TL): 0.008 C - -
D 36 A /- 127 /37 /-
Code I Miss Criteria
Creep Factor. 2.0
Wind reactions based on MWFRS
Bldg Code: FBC 2017 RES
Max TC CSI: 0,961
B Big Width = 8.0 Min Req = 1.5
TPI Sid: 2014
Max BC CSI: 0.242
E Brg Width =1.5 Min Req = -
Rep Fee: Yes
Max Web CSI: 0.000
D Brg Width = 1.5 Min Req = -
Bearing B is a dgid surface.
FT/RT:
Members not listed have forces less than 375#
Plate Typepe(s):
WAVE
VIEW Ver. 17.02.01A.1115.21
No 70773
STATE OF ,; 4W`
Pin JV 'e,
/ONAL
IlII111111t�
01/21/2020
UMMI sneaminq ana bottom chord Shan nave a progen
save bmcino ins Red per BCSI sections B3, B7 or 17
an the Join Details, unless noted otherwise. kefer to
ALPINE
NE
,r any deviation tram this dmwing,any failure to build the
ring of WssesA seal on this drawing or cover panng
�nsibilitvsolely far the design shown. The SulGbllity
6750 Forum Drive
Suite 305
Deslgdd1 r per ANSI/TPI 1 S"ec.2.
n: TPI: wwwtninstnrP: SECA. w sbcindustn.camt ICQ v Jcmare.om
Orlando FL, 32821
SEON: 147673/ JACK I Ply:I I Job Number. 19-0376 Cust R761 JRef1vyS37610004i T102'
FROWDEG Gtr 2 /OAKMONT CUSTOM HOMES //CUSTOM HOME/ROAF RES DmNo: 021.20.1120.20264
Truss Label: C15 I AK / WHK 01/2W020
10"
12
4 p
5'07
4'2"7
IT �
22'0"13
'0"13212j�T;3X4 -
o
B C V N
1A 1
-2°'4„
E
2X4(A1)
�- 2'6" -}- 5 0 7
5'0"7
Loading Criteria (par)
Wind Criteria
TOLL: 20.00
Wind Std: ASCE7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height 21.38 It
NCBCLL: 10.00
TCDL: 4.0 Pat
Soffd: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0"
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP #2;
But chard: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toenails at top chord.
Provide (2) 0.131"x3.0", min. toenails at bottom chord.
Snow Criteria (Pg,Pr in PSF)
Pg: NA Ct: NA CAT: NA
Pf. NA Ce: NA
Lu: NA Cs: NA
Snow Dunetion: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fee: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
DefUCSI Criteria
PP Defection in lac Udell L/#
VERT(LL): 0.030 C 999 360
VERT(CL): 0.041 C 999 240
HORZ(LL): 0.011 C - -
HORZ(TL): 0.013 C - -
Creep Factor. 2.0
Max TC CSI: 0.998
Max BC CSI: 0.259
Max Web CSI: 0.000
VIEW Ver. 17.02,01A.1115.21
01/21/2020
on
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Lee R+ /R- /Rh /Rw /U /RL
B 381 /- /- /250 1362 1108
E 85 !- /- 191 121 A
D 102 /- /- /16 /97 A
Wind reactions based on MWFRS
B Brg Width =8.0 Min Req=1.5
E Brg Width =1.5 Min Req=-
D Big Width =1.5 Min Req= -
Beadng B is a rigid surface.
Members not listed have forces less than 375#
bottom chow shall have a pro eny
per BGSI sections B3, B7 or �1 D,
unless noted otherwise. kefer to
his drawl(Ig,apg failure to build the
on this 0rawi yg or cover pap@
Vesi n shown. The suiGOHity
TP 1Sec.2.
CA- wmv.ebunduatrv.mm: ]CC : w.wei.d.,am
ALPINE
NE
,,,m,�,,,,,,,.
6750 Foram Drive
Suite 305
Orlando FL, 32821
rSEON: 1476591 JACK I Ply. 7 I Job Number. 19-W76 Cost R791 JR&A W537610i Tl2 %
FROWDEG Qty. 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DmNo: 021.20.112025599
Truss Label: G16 I AK / WHK 01/212020
Loading Criteria (pall
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord: 2x4 SP 02;
Bat chord: 2x4 SP #2;
m T
1
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP:C KA NA
Mean Height 21.26 it
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist 0 to h2
C&C Dist a: 3.00 It
Loc. from endwall: Any
GCpi: 0.18
Wind Dumbon: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"X30, min. toenails at top chord.
Provide (2) 0.131"x3.0", min. toe -naffs at bottom chord.
M
10" + 3'01
10" 2'2"7
12
4 p
2 o C
21'4"13
3X4
�20'4"
D
2X4(A1)
I 3.0"7
I
r 3'07
Snow Criteria(PaPf in PSF)
DefUCSI Criteria
A Maximum Reactions(Ibs)
Pg: NA Ct NA CAT: NA
PP Deflection in loc L/de8 L/#
Gravity Non -Gravity
Pf. NA Ce: NA
VERT(LL): -0.005 B 999 360
Loa R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.006 B 999 240
A 119 /- /- 160 166 /47
Snow Duration: NA
HORZ(LL):-0.002B - -
D 55 /- P /41 F16 P
HORZ(TL): 0.003 B - -
C 70 /- /- 115 165 /-
CodeIMiscCriteria
Creep Factor. 2.0
Wind reactions based on MWFRS
Bldg Code: FBC 2017 RES
Max TC CSI: 0.200
A Big Width = 8.0 Min Req = 1.5
TPI Sid: 2014
Max BC CSI: 0.138
D Big Width =1.5 Min Req = -
C Big Width =1.5 Min Req = -
Rep Fac: Yes
Max Web CSI: 0.0ao
Bearing A is a rigid surface.
FTR2T:20(Ou5(0)
Members not listed have forces less than 375#
Plate Type(s):
WAVE
VIEW Ver. 17.02.01A.1115.21
01/21/2020
on
THE
bottom chord snail nave a pro en
per BCSI sections B3, B7 or 1 ,
kefer
unless noted otherwise. to
ALPINE
his dmwing,any failure to build the
µn„m„a,,,
on this drawing or cover pane
del' shown.
design shown. The suiGbllfly
6750 Foram Drive
1e
TPI1
Suite 305
CA w sDdndust .ram, ICC wmv.imafe.a
Orlando FL, 32821
$EON: 1476641 JACK I Ply. 1 Job Number. 1M376 Cust R761 JRef:1WS37610004 T63 %
FROM: DEG Oy. 1 /OAKMONT CUSTOM HOMES //CUSTOM HOME /ROAF RES DrwNo: 021.20.1120.21075
Truss Label: C17 AK / WHK 01212020
Loading Criteria Ili
TCLL 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 92;
Webs: 2x4 SP #2;
) j8 1'9"8 i 5'i"15
12
4 C
T1.A5X4(j =SXB( 7
c Li
F D 2X4
1111.5X6('7
f 5'0'7
"8 5"'0'
8 5'1175
Wind Criteria
Wind Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height: 21.80 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h2
C&C Dist a: 3.00 0
Loc. from endwall: Any
GCpi: 0.18
Wind Dumbon: 1.60
Plating Notes
(") 3 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads based on MWFRS with additional C&C
memberdesign.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails attop chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
Snow Criteria (P9,m In PSF)
Pg: NA Ct NA CAT: W
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fee: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
r
01/21/2020
0 13
0
lV
420'4!'
DetiICSI Criteria
PP Deffeclion in loc L/deb L/#
VERT(LL):-0.042 B 999 360
VERT(CL): 0.072 B 856 240
HORZ(LL):-0.027 A - -
HORZ(TL): 0.031 A - -
Creep Factor: 2.0
Max TC CSI: 0.543
Max BC CSI: 0.530
Max Web CSI: 0.144
VIEW Ver: 17.02.01A.1115.21
1111111////�
.ADO
�tieNeF•.9s ��i
No7077a
)
STATE OF %44! ZZ
`
/ONA�
71111110
INSTALLERS
♦Maximum Reactions (lbs)
Gravity Non -Gravity
Lac R+ /R- /Rh /Rw /U /RL
F 188 A A /96 1113 163
D 91 A A /68 /39 A
C 113 /- A /30 1103 A
Wind reactions based on MWFRS
F Brg Width = 1.5
D Brg Width = 1.5
C Brg Width =1.5
Members not listed have forces less than 375#
property attached struclumd sheatllmq and bottom chord shall have a progeny
:strain ofwebs shall have bracing ins ,lied per BCSI sections B3, B7 or 10,
as shown above and on the Join �Details, unless noted otherwise. kefer to ALPINE
not be responsible for any deviation from this drewing,any failure to build the ...m.,ru„
In, installabon and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive
f enginearinq responsibilittyv sole) for the dealynshown. The suitability
bllitg ofthe Building Desigrfer pePANS#TPI 1 SeC.2. Suite 305
LPINE,wvw.aWnaitw.'mTPI, wuwWnMam,SRCA' w sbdndasWwm[ICC, w.x i. afeam Orlando FL, 32821
SEON: 147715/ JACK Ply. 1 Jab Number.1941376 Cult R701 JRet1W5378 M04 Tao/
FROM:DEG Oty: 1 /OAKMONT CUSTOM HOMES //CUSTOM HOME /ROAF RES DrwNo: 021.20.1120.24320
Truss Label: C18 AK ! WHK 01/212020
10"
5'0"7
4'2"7
12
4 � D
T t
� 22'0"13
2 12Ty.'
z 3X4 o M
B C N N
1 1+20'4"
E
=2X4(A1)
2'6"
+
5'0"7
5'0"7
_I
Loading Criteria (psn
Wind Criteria
Snow Criteria (PcPr in PS17
DetllCSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT:NA
PP Deflection in lac Udefl LI#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.030 C 999 360
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.041 C 999 240
B 381 /- A 1250 1362 /108
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.011 C - -
E 85 A /- 191 121 A
Des Ld: 37.00
EXP: C Kzt NA
L : 0.013 C - -
HORZ�)
D 102 A !- 116 197 A
NCBCLL: 10.00
Mean Height 21.38 It
Cotle/Mist Criteria
Creep Factor. 2.0
Wind reactions based on MWFRS
Load 2A0
TCDL: 4.0 paf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.998
B Brg Width = 8.0 Min Req = 1.5
Duration: 1.25
BCDL: 4.0 Parallel
MWFRS Pare.00 Dist 0 to h/2
TPI Std: 2014
Max BC CSI: 0.000
E Brg Width = 1.5 Min Req = -
D Brg Width = 1.5 Min Req = -
Spad
Spaang:24.0"
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.000
Bearing B is a dgid surface.
Lac. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.01A.1115.21
Lumber
Top chord: 2x4 SP #2;
But chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes
for additional information
Provide (2) 0.131"40,
min. toe -nails at top chord.
Provide (2) 0.131"x3.0",
min. toe -nails at bottom chord.
*'IMPORTANT" FURNISH
No 70773 *„
STATE OF 1"'
01/21/2020
properivv nacned stmaumi sneaminpp ano ornom cnom;na0 nave a proen
'.strain[ bt webs shall have bracingo ins lied per BCSI sectors B3, B7 or 1 ,
as shown above and an the Join Details, unless noted otherwise. Refer to ALPINE
not be responsible for any deviation from this drawing,any failure to build the •aawmwwv
Iq, installation and bracing of,trussesA seal on this drawing or cover paq�e 6750 Forum Drive
fr en inearin responsibiel solelIyv for the desl�ynshown. The sui Eili Suite 305
hility of the Oulltling Designer peYANSI1TPl 1 Sec.2.
LPINE: vwx.elpineitw.wm TPL vwm.t&st.., SBCA: waw.abdrduavy.com: ICC:..icrsareem Orlando FL, 32821
ECN: 147667/ JACK I Ply. 1 Job Number. 19-0376 Oust R761 JR0.1WS37610004 Te6 l
FROM:DEG Cry: i /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DmNo: 021.20.112022697
Truss Label: C19 AK / ME 01/212020
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soft: 2.00
Load Duration: 1.25
Spacing: 24.0"
Top chord: 2x4 SP #2;
Sot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
T
M
1
"8 1 El T7"15
3'8" {
12
4 F-, C
F 1115X5 D
III1.5X6
"8 3'6"4 3'6"3
8 3'7"12 T1"15
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 22.46 it
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (3) 0.131"x3.0", min. toe -nails at bottom chord.
T d� 228"13
�f
(IV
J + 294"
Snow Criteria (Pg,PHn PSF)
DeNCSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in Joe Udell L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): -0.173 B 497 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.294 B 292 240
F 263 A /- /131 /168 164
Snow Duration: NA
HORZ(LL):-0.122 A - -
D 122 /- A /88 176 /-
HORZ(TL): 0.136 A - -
C 142 /- /- /46 1124 /-
Code / Miso Criteria
Creep Factor. 2.0
Wind reactions based on MWFRS
Bldg Code: FED 2017 RES
Max TC CSI: 0.776
F Brg Width = 1.5
TPI Std: 2014
Max BC CSI: 0.952
D Brg Width = 1.5
Rep Fac: Yes
Max Web CSI: 0.306
C Brg Width = 1.5
Members not listed have forces less than 375#
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1115.21
*'IMPORTANT' FURNISH THIS DRAWING TO ALL
as
01/21/2020
Jmuml sneanpnn and Donom c Om shall gave a progeny
lave lb Installed per BCS sections3, B7 or 10,
kefer
on the Joinf Details, unless noted otherwise, to
NE
ALPINE
r any deviation from this drawing,any failure to build the
ang of.trussesA gal on this drawing or cover pa a,,
for the designshown. The gbdlty
6750 Forum Drive
nslbillty solely su
DesigNer per ANSI/TPi 1 c.2.
Suite 305
r TPI: w t into ; SECA: w sbdndust .wm; ICC: ww 1=afe.o
Orlando FL, 32B21
EON:147676/ JACK Ply: 1 Job Number: 19-0376 Cust R761 JRef:1WS3761W04 T103
FROM: DEG Oty: 1 /OAKMONT CUSTOM HOMES//CUSTOM HOME/ROAF RES DnvNo: 021.20.1120.24897
Truss Label: C20 1 AK / WHK 01Y21R020
10"
7'0"7
62"7
12 D
4 p T V2'8"13
2 o N -
n3
4X4(SIRS) `� N
T s � 11II
J 3 A
E
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Lumbor
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
2'6"
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height: 21.71 it
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
7'0"7
7'0"7
Snow Criteria(Pg,H in FSF)
DefUCSI Criteria
♦ Maximum Reactions(Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in Joe Udell L/#
Gravity Non -Gravity
PC NA Ce: NA
VERT(LL): 0.043 C 999 360
Loc R+ / R- / Rh / Rw / U / RL
B 443 /- /- /281 /371 1147
Lu: NA Cs: NA
VERT(CL): 0.051 C 999 240
Snow Duration: NA
HORZ(LL): 0.016 C - -
E 124 P /- 1107 120 P
HORZ(TL): 0.020 C - -
Creep Factor. 2.0
D 158 /- /- 126 /152 P
Wind reactions based on MWFRS
Code /Misc Criteria
Bldg Code: FBC 2017 RES
Max TC CSI: 0.982
B Brg Width = 8.0 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.476
E Brg Width = 1.5 Min Req = -
Rep Fee: Yes
Max Web CSI: 0.000
D Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
FT/RT:Zo(Oy5(0)
Members not listed have forces less than 3759
Plate Type(s):
VIEW Ver. 17.02.OtA1115.21
WAVE
0)n1/2020
IING THE INSTALLERS
to and follow the latest edition of BCSI (Building
se functions. Installers shall provide tempora
0eathiin and bottom choM shell have a prooperryl
oinp nstalletl par SCSI sections 83, 67 or 610Y
1in�Defalls, unless noted otherwise. Referro
viation from this dmwina.anv failure to build the
ALPINE
n mwu
6750 Foram Drive
Suite305
Orlando
FL, 32821
CLR Reinf orcing
Member Substitution
T-Reinforcement
This detnll Is to be used when n Continuous Lateral Restraint (CLR) Or T-Reinf.
Is specified on a truss design but an alternative web L-Reinforcement, or
reinforcement method Is desired. L-Reinf.
Notes,
This detnll Is only appllcable for changing the specified CLR
shown on single ply sealed designs to T-relnforcement 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 as 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- Relnf.
Scab Relnf.
2x3 or 2x4
1 row
2x4
1-2x4
2x3 or 2x4
2 rows
2x6
2-2x4
2x6
1 row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4010
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x6(*
T-reinforcement, L-relnforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design.
Op 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 (D.128'x3.0',min) molls
at 6' o.C. Reinforcing member Is
a minimum 80% of web
member length.
Scab Reinforcementi
Apply scab(s) to wide face of web.
No more than (1) scab per face.
Attach with 10d (0.128'x3,0',min) nulls
at 6' o.c. Reinforcing member Is a
minimum 80% of web member length.
Scab
T-Reinf. L-Reinf.
�`��P�pp1DOl1ll4��P'
,
•
'^["°'mom �`° xm m.�.,. ro[� °"� m"vn<a
..nemrPx[o nmm[ nm QawvRs m "" moRP"�s an[Rmc nE °e'xa"s
�(; '•,(p'G�
No
LL PSF
REF CLR Subst.
DATE 01/02/19
n.a,....qu....v... urc ti Pee,tmewR. In•Mb. uumUbp eM RN,r m ,M
P,Ib. uw wmt .aw• N sa[ onwmiR ca,w.•rc mr`MPi tRn by m .4' w Pm wvtr
70773
DL PSF
plm to P•N tm . Pucibv. [n,taYen ,Mil Rnrwe Rro Wr BCII.
ii�t'.`o�'•we .tn.rw,, <m ave a,u Icr. aime•+r ,tteawe .aKtwtt7umBG
DL PSF
DRWG BRCLBSUB0119
6L ��
aM1eLL Ivve o paperlY sttuCVE Phld cellL ,�.tlw slum im pe•went letew[ restraint N mGa
aaLL m..e�a�a wsann R•. [ .,cum. ro, B7 m RIR, o: Nc[ W.w to eaa Iao
N t•,�. me .H..,i em.. me u tl..a•t new, °u ",ae.e ,�i..N...
� .�
9 t, STATE OF
PSF
I�I�
RNm So �ln�w 1601.-2 Im ,fvN•rtl qn4 potltlms
up... amu N mr as uaw.•w�t• nx. cwu •wt a ..mm.lwe ear mY aactlm trey
i O ,•
:.(` •
�
AN RwmMMNY
Wa traswW mY IRbre to OWd tlr tam w mMarmrce .Ip MISVIPI 1, ae Pm roMTL .IiWnR•
:.O
ilNs O A 1
T.
T. D. PSF
OMe
i.A.200
YUW11etRn a uroetw N ews..a
• vu m tw e...RiR u ustRa ne. s,.Re Rtlo.te, eo:etuo N RruPesGwwl
.Meer,c ..wumat�.a.Ir Pm i ae.wa
♦, St ••
e�,1 yOry
DUR. FAC.
Rae
fa cnY MCN+ 1, Iti tr q
��
{
,1/III IID,yLI
SPACING
MUllalaM He hb. MO WM
an w
o�rm xrc, Me•.athn u. HYs .Yl✓s Oemml mM vtl TM..M .Kin
....el..w..�� ,..........,..a�,� _�.......�°.'.....�, [m ....�,..,...
D D
2x4 WEB WITH WEB -BLOCK®
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 TOP CHORD
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.
W3X3 PLATE MAX. D.C. (TYP.)
2X4 WEB -BLOCK
2 ft D.C. MAX.
BETWEEN W3X3s
(ADD W3X3s
@2 FT. D.C. AS
W3X3 PLATE NEEDED FOR
2X4 WEB -BLOCK ® 2X4 WEB WEB LENGTH)
SECTION A -AI
AN IIW ANY
13MRN.WdDme
S0.2 o
m,laM Ha4ah, Mo W W0
enr
u.uio w. e.
A — —A
W3X3 PLATE
+'t-' — ` ..-f
%
REF 2x4 Web Block
�
No 7D773
L
DATE 10/01/14
µ°...a.ne
_
DRWG BRWEBLUK1014
a a
��•
•p ;
_ _ STATE OF .
COA#0-278
N❑TEt Details 1 and
O
(2) 10d COMMON (0448'x3.0')
BOX/GUN (0.128'x3.0') NAILS
TOP AND BOTTOM OF 1
SCAB -ON BLOCK, ATT,
STRGNGBACK TO BLOCK V/
STR❑NGBACK BRIDGING REC❑MMENDATI❑NS
BGK/GUN
RCVS AT
IGBACK BRIDGING SPLICE DETAIL
2 are the preferred attachment methods
ATTACH STRGNGBACK TO ( / O
WEB V3> lOtl COMMON
(Oa ) NAILS OR
(4) 10d BOX/GUN
/�
/�Q428'x3,09 NAILS / q
'x3.0'I O
NAILS..
BRIDGING
U E S
re Mired
an* of
mmat
d 1.iV3 s)
at
of IV o
NIU -
STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES
mwemm aAo wm In]Bv WL xorts ox 11a3 Hawn
.marxrte NWa511 ras DnAV➢6 m xi on]R.v.TOBs an]mB� rE ner(u3xs
13M RNO NAa1Na
suns zoo
MarylanE HelpMq M06301]
All scab -on blocks shall be a minimum 2x4
'stress graded lumber'
All strongback bridging and bracing shall be a
minimum 2x6 'stress graded lumber.'
The purpose of strongback bridging Is to
develop load sharing between Individual trusses,
resulting In an overall Increase In the
stiffness of the floor system. 2x6
strongback bridging, positioned as shown In
details, Is recommended at 10' -0' o.c. (max.)
The terms 'bridging' and 'bracing' are sometimes
mistakenly used Interchangeably. 'Bracing' Is an
Important structural requirement of any floor
or roof system. Refer to the Truss Design
Drawing (TDD) for the bracing requirements for
each Individual truss component. Bridging,'
particularly 'strongback bridging' Is a
recommendation for a truss system to help
control vibration. In addition to aiding In the
distribution of point loads between adjacent
truss, strongback bridging serves to reduce
'bounce' or residual vibration resulting from
moving point loads, such as footsteps.
The performance of all floor systems are
enhanced by the Installation of strongback
bridging and therefore Is strongly recommended
by Alpine.
For additional information regarding strongback
bridging, refer to BCSI (Building Component
Safety Informatlon).
v Y� LL PSF REF STRGNGBACK
No 70773 G DL PSF DATE 10/01/14
'k J;13DL PSF DRWG STRBRIBRIO14
STATE OF LL PSF
T. LD. PSF
FAC. 1.00
GVABU-2 /D