HomeMy WebLinkAboutTrussR 0 F
a' R E,
4451 ST. L-UCIE BLVD
FORT PIERCE, FL 34946
PH: 772-409-1010
FX: 772-409-1015
www.AlTruss.com
TRUSS ENGINEERING
BUILDER: RENAR
PROJECT.
COUNTY:
MORNINGSIDE
ST LUCIE
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LOT/BLK/MODEL:
LOT:40 / MODEL:BERMUDA9-4�EEV:B/ GAR R
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JOB#:
78706
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MASTER#:
WRMSBM1674BG
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OPTIONS:
EXTENDED GAR
A-1 ROOF
TRUSSES
AFLOR OACORPORATTON
RE: Job WRMSBM1674BG
Lumber design values are in accordance with ANSI/TPI 1-2014 section 6.3
These truss designs rely on lumber values established by others.
Site Information:
Customer Info: RENAR DEVELOPMENT CO. Project Name: MORNINGSIDE
Lot%Block: Model: BERMUDA 1674
Address: MORNINGSIDE, FORT PIERCE Subdivision:
City: County: St Lucie
A-1 Roof Trusses
4451 St Lucie Blvd
Fort Pierce, FL 34946
State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City:
General Truss Engineering Criteria Design Loads (individual Truss Design Drawings Show Special Loading
Conditions):
Design Code: FBC 2017 RES / TPI 2014 Design Program: Alpine Engineered Products
Wind Code: ASCE 7-10 Wind Speed: 160
Roof Load: 37.0 psf Floor Load: 0.0 psf
This package includes 30 individual, dated Truss Design Drawings and 16 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this Index sheet
conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules.
No.
Seq #
Truss Name
Date
No.
Seq #
Truss Name
Date
No.
Seq #
Truss Name
Date
1
2564
A01
215/20
13
2576
A14
215/20
25
2677
J3
2/5/20
2
2558
A02
2/5120
14
2614
A15
215/20
26
2701
J3A
2l5/20
3
2543
A03
215/20
15
2594
B01
215120
27
2527
J3GE
2/5/20
4
2629
A04
215120
16
2591
B02
215120
28
2680
J5
2/5/20
5
2617
A06
2/5/20
17
2608
B03
2J5120
29
2692
J7
215/20
6
2626
A07
2I5120
18
2601
C01
215/20
30
2689
J7C
215/20
7
2526
A08
215120
19
2605
CO2
215120
31
STDL01
STD. DETAIL
215/20
8
2623
A09
2/5120
20
2521
CJ1A
215120
32
STDL02
STD. DETAIL
215/20
9
2632
A10
215120
21
2523
CJ3A
2/5/20
33
STDL03
STD. DETAIL
2/5/20
10
2470
All
215/20
22
2707
HJ7S
215/20
34
STDL04
STD. DETAIL
215120
11
2513
Al2
2/5120
23
2683
A
215/20
35
STDL05
STD. DE
1215120
12 12710
1
A13
2/5/20
1 24
12674
Jt
12/5/2LJ
136
1 STDL06
STD. DETAIL
2/5120
The truss drawing(s)referenced have been prepared hyAlpine Engineered Products, Inc. undermydirectsupervlsion based on the parameters provided byA-1 Roof Trusses, Ltd.
Truss Design Engineers Name: Manuel Martinez
My license renewal date forthe state of Florida is February 28,2021.
NOTE:Thesea] on these drawings Indicate acceptance of professional engineering
responsibility soleyforthe truss components shown.
The suitability and use of components forany particular building Is the responsibility of the building
designer, perANSyr13I.1 Sec.2.
The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction
documents (also mfened to at times w'Soucturel Engineering Documents) provided by the Building
Designerindirating the nature and characterof the work
The design criteria therein have been bansfened to Manuel Martinez PE by [At Roof Trusses orspeci8c
location]. These TDDs (also referred to attunes as'Stmatural Delegated'
Englneedng Documents) are specialty structural component designs and maybe part of the projects
defend orphaned submittals. As aTniss Design Engineer(I.e., Specialty
Engineer), the seat here and on the Too represents an acceptance of professional engineering
nsponsibirnyforthe design of the single Truss depicted on the Too only. The Building Designeris
responsible forand shall coordinate and review the TDDs for
compatibility with thelrwritten engineering requirements. Please review allTDDs and all related notes.
Manuel01g1�'"Sgnetlt
MMarti anuel nez
n
Date:2020.02.05
Martine,�r r" -05oo
1 Ho 04T502
*? ;t-
t
O R�
SOUL
Manuel Martinez, P.E.
4620 PadcYiew Dc
St Cloud,FL34771
s ALO Page 1 of 2
(Zt. L_(e_
A-1 ROOF
TRUSSES
A FLORIDA CORPORATION
RE: Job WRMSBM1674BG
No.
Seq #
Truss Name
Date
37
STDL07
STD. DETAIL
2/5/20
38
STDL08
STD. DETAIL
2/5/20
39
STDL09
STD. DETAIL
215/20
40
STDL10
STD. DETAIL
215/20
41
STDL11
STD. DETAIL
215120
42
STDL12
STD. DETAIL
215/20
43
STDL13
STD. DETAIL
215120
44
STDL14
STD. DETAIL
2/5/20
45
STDL15
STD. DETAIL
2/5120
46
STDL16
STD. DETAIL
215/20
Lumber design values are in accordance with ANSIIfPI 1-2014 section 6.3
These truss designs rely on lumber values established by others.
Page 2 of 2
Job
1674BG
Truss Truss Type
A01 I COMN
Cry I Ply
102/0512020
2564
T T
�e
�L
f 1P6.6
14'3.4
Ies
SEAT PLATE SEATggJERMATPt TEREMATF. TEREQ. SE TPLATE REQ
11'43 47�i 11CC�4 6'4- 1/�� 1918.3
I 9'0.6 i
2'6.14
i 38'
Loading Criteria (psrl
Wind Criteria
Code I Misc Criteria
TCLL: 20.00
Wind Sld: ASCE 7-10
Code: FSC 2017 RES
TCDL: 10.00
Speed: 160 mph
TPI Sid: 2014
BCLL: 0.00
Enclosure: Closed
Rep Factors Used: Yes
BCDL: 7.00
Risk Category: II
FT/RT:10(0)/10(10)
EXP: B Kzb NA
Plate Type(s):
Des Ld: 37.00
Mean Height: 15.00 it
WAVE
NCBCLL: 10.00
TCDL: 4.2 psf
Load Duration: 1.25
BCDL: 4.2 psf
Spacing: 24.0
MWFRS Parallel Dist: h2 to h
C&C Dist a: 3.80 It
Loc. from endwall: not in 9.00
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 :T1 2x6 SP #2:
:T2 2x4 SP M-30:
Bot chord 2x4 SP #2
Webs 2x4 SP #3 :W3 2x4 SP #2:
Bracing
(a) Continuous lateral restraint equally spaced on member
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use puriins
to laterally brace chords as follows:
Chard Spacing(in oc) Start(ft) End(ft)
TIC 24 8.16 22.43
BC 75 0.15 15.91
BC 120 15.98 35.48
Apply pudins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
-WARNING -
De81CSl Criteria
PP Deflection in loc Udell L/#
VERT(LL): 0.192 U 696 361
VERT(CL): 0.390 U 342 241
HORZ(LL): 0.131 U - -
HORZ(TL): 0.260 U - -
Creep Factor: 2.0
Max TC CSI: 0.825
Max BC CSI: 0.778
Max Web CSI: 0.787
Wgt: 201.6 Ibs
VIEW Ver. 19.01.00A.0618.15
and
19'11.4
♦ Maximum Reactions (Ibs), or `=PLF
Gravity
Non -Gravity
Loc R+ / R- / Rh
/ Rw / U / RL
A 264 /- /-
/147 /104 /192
R 1151 /- /-
/698 1542 /-
P• 136 /- /-
/58 1- /-
N 651 /-144 1-
1267 /166 /-
1 828 /- I-
/585 1260 !-
Wind reactions based on
MWFRS
A Brg Width = 7.6
Min Req = 1.5
R Brg Width = 7.6
Min Req = 1.5
P Brg Width = 76.0
Min Req = -
N Brg Width = 7.6
Min Req = 1.5
1 Brg Width = 7.6
Min Req = 1.5
Bearings A, R, P, N, & I are a rigid surface.
Bearings A, R, P, N, & I require
a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
A-B 196 -229
F-G 496 -562
B - C 582 -258
G - H 480 -632
C - D 428 -165
H -1 644 -1200
D-E 383 -119
I-J 35 0
E-F 382 -119
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - T
358 -403
N - M
469
-138
U-R
0 -56
M-L
469
-138
T-S
376 -374
L-K
1000
-460
S - Q
381 -377
K -1
1002
-459
P-O
785 -987
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
U-T
24 0
E-O
311
-454
C-S
201 -145
O-N
422
-133
P-Q
737 -998
N-F
214
-679
P-D
479 -960
F-L
448
-123
Q-R
858-1116
L-H
369
-609
D- O
503 -433
H- K
226
0
tam.
nd breGng shall be Pe responsibility a rue BuIlding Designer and Conbaaer. All notes set out In me TDD and Ue pm0iws end
=II Wbilshed by TPl and SBCA are referenced for general guWanm. TP idefines Meresponslbllitesmdddwerue Truss
ass oNemise defined by a Contract named upon in wnfng by all padies imohed. The SpeCalty Engineer is NOT rue
All capitalized tarts are as defined In TPI-1.
N. N nmfmm. k ortYJNIM WtMdtlwwiMn m,m4sm MM1 RW TnaW.e.
Job Truss
WRMSBM1674BG A02
Truss Type
COMN
—}10'5'4 —
a6X6 I111.5X3
City I Ply
102/O5/2020
N1.5X3 sx4X10sa3X6 111.5X3
r 2553
SEAT FLATS RED. SEAT PLATE RED.
38'
—2'4'—r 1&0'2 -f 197'94
Loading Criteria (p ri Wind Criteria
Code / Misc Criteria
Deg/CSI Criteria
• Maximum Reactions (Ibs)
TCLL: 20.00 Wind Sid: ASCE 7-10
Code: FBC 2017 RES
PP Deflection in loc
L/defl L#1 Gravity Non -Gravity
TCDL: 10.00 Speed: 160 mph
TPI Sid: 2014
VERT(LL): 0.285 Q
999 360 Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed
Rep Factors Used: Yes
VERT(CL): 0.541 Q
832 240 A 1456 /- !- /758 l373 /219
BCDL: 7.00 Risk Category: II
FT/RT:10(0)/10(10)
HORZ(LL): 0.193 K
- - 1 1524 /- /- /897 /382 /-
EXP: B Kzt: NA
Plate Type(s):
HORZ(TL): 0.367 K
- - Wind reactions based on MWFRS
Des Ld: 37.00 Mean Height: 15.00 ft
WAVE
Creep
A B Width 7.6 Min Re 1.5
re q
NCBCLL: 10.00 TCDL: 4.2 sf
P
Max TC CSI: 0.784
CSI::20.
I Big Width = 7.6 Min Req = 1.8
Load Duration: 1.25 BCDL: 4.2 sf
P
988
Max BC CSI: 0.744
Bearings A & I are a rigid surface.
Spacing: 24.0 " MWFRS Parallel Dist: h/2 to It
Bearings A & I require a seat plate.
C&C a: ft
Max Web CSI: 0.744
Maximum Top Chord Forces Per Ply (Ibs)
from
Loc. from endwall: not in 9.00
dwa
Wgt: 259.0 lbs
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Wind Duration: 1.60
VIEW Ver. 19.01.00A.0618.15
A-B 406 -640 F-G 1015 -1982
Lumber
B - C 1435 -3210 G - H 991 -2020
C - D 1237 -2654 H -1 1161 -2644
Top chord 2x4 SP #2 :T1 2x6 SP 24001-2.0E:
D - E 1319 -2646 I - J 35 0
Bat chard 2x4 SP #2 :B1 2x4 SP M-30:
E - F 1316 -2639
Webs 2x4 SP #3
Bracing
Maximum Bat Chord Forces Per Ply (Ibs)
(a) Continuous lateral restraint equally spaced on member.
Chords Tens.Comp. Chards Tens. Comp.
Trey Scabs)
B-Q 3019-1120 M-L 2272 -903
Q-P 2299 -729 L-K 2272 -903
(2) 2x6x10-11.1 x SP 24001-2.0E scabs at left end. Attach one scab to each outer
P - N 2300 -729 K - I 2274 -902
face of chord with: 0.131"x3", min. nails @ 8" oc, Plus additional nall clusters at:
O - M 15 -5
BRG.: (4), heel: (5), tat panel point: (2).
Purling
Maximum Web Forces Per Ply (Ibs)
In lieu of structural panels or rigid calling use purilns
Webs
Tens.Comp.
Webs
Tens.
Comp.
to laterally brace chords as follows:
C - Q
527 -909
N - M
1953
-665
Chord Spacing(in oc) Start(ft) End(ft)
D - Q
599 -191
N - F
1441
-510
TC 24 10.12
BC 1.1 16.16
D - N
450 -233
M - F
206
-578
BC 16.16 35..52
95
E - N
213 -286
M - H
370
-649
Apply purling to any chords above or below fillers
N - O
47 0
H - K
268
0
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
—WARNING- Please thoroughly review Me -A-1 ROOF TRUSSES ('SELLER'). GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER') ACKNOWLEDGMENT'faml.
Verify design parameters and reed notes on this Truss Design Drawn, (TDD) and Me Spetlelty Engineer reform. sheet before use. Unless othervAse stated on Malmo, only Alpine a
connector plates shell be used for the TDD to be valid. As a Tmss Design Engineering (i.e. Speclalty Engineer), the seal on any TDD represents an acceptance of the professional engineedn
responslbllM for tiro design of the single Truss depicted an the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss forany Buffing a the
responsiblily of the Owner, the Owner's eutho,rsed agent orthe Bu ding Designer, in Me cbntetlnf the IRC, Me IBC, local building code and TPI-1. The aWrorel of the TDD and any field
use of Me Truss, Including handling, storage, Installation and bredng shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the pactices and
guiddinwofthe Budding Component SaletylMm tm(BSCI)WWIshedby TPIaMSBCAarerefere fwgenemlguidaiwa. TPI-ldefinesdamMnsiblkb"mddutiesof Ne Truss
Designer, Specialty Engineer and Truss Manufacturer, unless aNervnse defined by a Contract agreed upon in writing by all p riles Involved. The SpeciallyEnginew is NOT the
B h1lhgDeslgnerwTmss System Enginearefanylawldh,g. Alcapltellredlennsaremilefinedin TPI-1.
fiu,MaMO4111a A.faMTn,wa�aavM,vfimNlNahnumJ.lnnnvlmm_koMtiMMwXMeXwwlXnn mmlrwm NM1RMTn,xw.
Job Truss Truss Type Dry Ply 02/05r2020
`�NRMSBM1674BG I A03 I COMN 11 11 2543
01.5X3 =7X8
IUX4 =7X8 os3X6 111.5X3
SEAT PLATE RED.
38,
il4—f1
Loading Criteria(psp
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 10.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 7.00
Risk Category: II
EXP: B Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Load Duraflon: 1.25
BCDL: 4.2 psf
Spacing: 24.0 °
MWFRS Parallel Dist: h/2 to It
C&C Dist a: 3.80 ft
Loc. from endwall: not in 9.00
GCpI: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2:T5 2x4 SP M-30:
Bot chord 2x4 SP #2
Webs 2x4 SP #3 :W9 2x4 SP #2:
SEAT PLATE RED.
Code I Misc Criteria
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Code: FBC 2017 RES
PP Deflection in loc Udell L/# Gravity Non-Gravily
TPI Std: 2014
VERT(LL): 0.262 G
999 360 Loc R+ / R- / Rh / Rw / U / RL
Rep Factors Used: Yes
VERT(CL): 0.495 G
915 240 B 1530 /- /- /868 1379 /269
FT/RT:10(0)/10(10)
HORZ(LL): 0.160 M
- - K 1530 /- /- /906 /381 (-
Plate Type(s):
HORZ(TL): 0.302 M
- - Wind reacUons based on MWFRS
WAVE, HS
Creep Factor: 2.0
B Brg Width = 7.6 Min Req = 1.8
Max TC CSI: 0.834
K Brg Width = 7.6 Min Req = 1.8
Max BC CSI: 0.993
Beatings B 8 K are a rigid surface.
Bearings B 8 K require a seat plate.
Max Web CSI: 0.938
Maximum Top Chord Forces Per Ply (Ibs)
Wgt: 232.4 lbs
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 19.01.00A.0618.15 A- B 35 0 G - H 1208 .2516
B - C 1152 -2720 H -1 941 -1879
C - D 1439 -3433 I - J 909 -1894
D-E 1445-3338 J-K 1117 -26N
E-F 1197-2608 K-L 35 0
F - G 1210 -2524
Bracing
(a) Continuous lateral restraint equally spaced on member.
Purlins
In lieu of structural panels or rigid ceiling use puffins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 14.45 20.89
BC 103 0.15 10.89
BC 91 10.91 18.49
BC 94 18.49 37.85
Apply putting to any chords above or below fillers
at 24° OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords.
Tens. Comp.
B-U 2360 -828
Q-O
18
-6
U-T 40 -13
O-N
2253
-856
S - R 3009 -972
N - M
2253
-856
R - P 2294 -648
M - K
2255
-855
Please thoroughly review the -A-1 ROOF TRUSSES ('SELLER'), GENERAL TERMS and CONDRIONS CUSTOMER
Aers raw and mad notes on this Truss Design Ding (TDD) and the Specialty Engineer reference sheet before use. Unless othi
II be used for the TDD to be valid. As a Truss Design Engineering Q.e. Specialty Engineer), the seal on any TDD represent
design of the single Truss depicted on the TDD oNy, under TPI-1.Tho design assumptions, loading conditions, suitabiiby an,
Xoner, the Owmets autlgrized agent or the Ending Designer, in the context of the IRC, the IBC. Insult building code and TPI.
uding handing, storage, installation and leasing shall be the reeponvbili y oldie Building Designer and Contractor. Minutes
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
C-U
365 -820
G-P
75
-80
C-S
684 -153
P-Q
0
-34
U - S
2463 -864
P - O
2703
-824
S-T
71 0
P-H
2354
-683
S - E
897 -290
O.- H
538
-1760
E - R
500 -1071
O - J
424
-762
F-R
579 -248
J-M
307
0
F-P
391 -179
and
Job Truss Tmss Type Qty Ply 02/05/2020
WRMSBM1674BG A04 Ci I I1 I 2629
T.
l
REQ.
Loading Criteria (pan
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 10.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 7.00
Risk Category: II
EXP: B Kzt: NA
Des Ld: 37.00
Mean Height: 25.00It
NCBCLL: 10.00
TCDL: 4.2 psf
Load Duration: 1.25
BCDL: 4.2 psf
Spacing: 24.0
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.80 It
Loc. from endwall: not in 9.00
GCpI: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 :T5 2x4 SP M-30
Bat chord 2x4 SP #2
Webs 2x4 SP #3
li -S a Xli 101.SX3
SEAT PLATE REQ.
197"14
Code I Misc Criteria
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Code: FBC 2017 RES
PP Deflection in loc
Udell L/# Gravity Non -Gravity
TPI Sid: 2014
VERT(LL): 0.156 R
999 360 Loc R+ / R- I Rh / Rw I U / RL
Rep Factors Used: Yes
VERT(CL): 0.293 R
999 240 B 1527 /- /- /851 /441 /304
FT/RT:10(0)/10(10)
HORZ(LL): 0.072 M
- - K 1529 /- !- /889 /444 /-
Plate Type(s):
HORZ(TL): 0.136 M
- - Wind reactions based on MWFRS
WAVE
Creep Factor. 2.0
B Big Width = 7.6 Min Req = 1.8
Max TC CSI: 0.841
K Erg Width = 7.6 Min Req = 1.8
Max BC CSI: 0.859
Bearings B & K are a rigid surface.
Max Web CSI: 0.723
Bearings B & K require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Wgt: 221.2 Ibs
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 19.01.00A.0618.15 A-B 35 0 G-H 914 -1925
B - C 1088 -2646 H - I 998 -2153
C-D 879-1947 I-J 9a2 -2163
D-E 908-1917 J-K 1074 -26N
E- F 884 -1651 K- L 35 0
F - G 889 -1660
Bracing
(a) Continuous lateral restraint equally spaced on member.
Plating Notes
(")1 plate(s) require special positioning. Refer to scaled plate plot details for
special positioning requirements.
Purling
In lieu of structural panels use puffins to brace all flat TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C member design.
resign Drawng CMD) and Me Specially Engineer reference sheet Wand use. Unless oMeWw slated on
is a Truss Design Engineedog (i.e. apecially Engineer), Ne seal on any TOO represents an acceptance c
on the TDD only, under TPI4. The design assumpGans, loading cendidons, sullaWlity and use of Ws Tnu
uor Ne guiding Designer, in Me coate,acfthe IRG the IBC, local building We end TPI-1. Theappmw
and b2rinashall be the reslnnsibgiN at Me Buildina Dmianerand Conbactar. Allnolessetoulintbe'r
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-T 2275 -773 Q-O 36 -8
T-S 2273 -773 O-N 36 -8
S - R 2273 -773 N - M 2254 -833
R - P 1637 -452 M - K 2255 -833
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
T-C
292 -5
P-H
233
-300
C-R
385 -721
P-N
1899
-659
E-R
400 -146
H-N
150
-93
E - P
203 -190
N - J
249
-495
F-P
683 -361
J-M
219
-11
P-Q
100 -1
Job
Truss Truss Type
A07 ICOMN
Qiy, Ply
1 I,
02/05/2020
2626
i 775 + Tril{—
Loading Criteria s,q
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 10.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 7.00
Risk Category: II
EXP: B Kzt: NA
Des Ld: 37.00
Mean Height: 25.00 it
NCBCLL: 10.00
TCDL: 4.2 psf
Load Duration: 1.25
BCDL: 4.2 psf
Spacing: 24.0 °
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.80 it
Loc. from endwall: not in 9.00
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #2 :T1, T2 2x6 SP 2400f-2.OE:
Bot chord 2x4 SP #2 :Bi 2x4 SP M30:
Webs 2x4 SP 43
Code / Misc Criteria
Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:10(OU10(10)
Plate Type(s):
WAVE
Bracing
(a) Continuous lateral restraint equally spaced on member.
Purllns
In lieu of structural panels use pudins to brace all flat TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
(2) 2x6x8-0-0 x SP 2400f-2.OE Top chord scabs centered 4-2-14 from left end.
Attach one to each outer face of chord with (3) rows of 0.131 "x3", min. nails @ 12"
oc, staggered 6".
"WARNING" Please thoroughly review the -A-1
Vorify design pammetem and need notes on this Truss D,
@5X6 a5m
G H
3I,5X4 e6x8 sa3X6 a1.5X3
RED.
2' _( i 19'3'8 14�
9T
Deg/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc
L/defi L/# Gravity Non -Gravity
VERT(LL): 0.385 D
999 360 Loc R+ / R- / Rh / Rw / U / RL
VERT(CL): 0.731 D
621 240 A 1444 /- /- 1773 /407 1287
HORZ(LL): 0.251 N
- - L 1537 A /- 1891 /446 /-
HORZ(TL): 0.476 N
- - Wind reactions based on MWFRS
Creep Factor. 2.0
A Brg Width = 7.6 Min Req = 1.5
Max TC CSI: 0.477
L Brg Width = 7.6 Min Req = 1.8
Max BC CSI: 0.702
Bearings A 8 L are arigid surface.
Max Web CSI: 0.815
Bearings A & L require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Wgt: 289.1 Ibs
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver: 19.01.00A.0618.15 A-B 347 -633 G-H 964 -1915
B - C 363 -614 H -1 949 -1988
C - D 1668 -4000 I - J 1006 -2171
D - E 1283 -3002 J - K 991 -2240
E-F 1294-2955 K-L 1112 -2713
F-G 1026-2210 L-M 35 0
on
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
C-W
3860-1440
R-P
28
-9
W - V
3857 -1441
P - O
2346
-891
V - T
2559 -857
O - N
2346
-891
U-Q
18 -8
N-L
2348
-891
S-R
0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
W-D
121 -1
Q-R
ill
-1
D-V
627-1391
Q-H
178
-183
V - F
591 -235
Q -1
232
- 304
F-T
400 -809
Q-P
1955
-695
G - T
699 -339
I - P
112
-100
T - U
42 -1
P - K
242
-479
T-Q
1819 -541
K-N
198
-3
T-H
649 -207
by a
RonfTnicws.
and
Job Truss Truss Type Qty Ply 02/05/2020 2526
WRMSBM1674BG I A08 I COMN 11 1
I
1
T
1 V
i 14.4• 6'8• 1r
REQ.
F2'4'8 -{- 13.1
%5X6(R) a3X4 -SX8
E F G
Loading Criteria (psll
Wind Criteria
Code / Mist: Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
Code: FBC 2017 RES
TCDL: 10.00
Speed: 160 mph
TPI Std: 2014
BCLL: 0.00
Enclosure: Closed
Rep Factors Used: Yes
BCDL: 7.00
Risk Category: ll
FT/RT:10(0v10(10)
EXP: B Kzt: NA
Plate Type(s):
Des Ld: 37.00
Mean Height: 25.00 it
WAVE
NCBCLL: 10.00
TCDL: 4.2 psi
Load Duration: 1.25
BCDL: 4.2 psf
Spacing: 24.0 "
MWFRS Parallel Dist: h/2 to It
C&C Dist a: 3.80 It
Loc. from endwall: not in 9.00
GCpl: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 :T1 2x6 SP 24001-2.0E:
:T2 2x6 SP #2:
:T5 2x4 SP M.30:
Bot chord 2x4 SP #2:B1 2x4 SP M-30:
Webs 2x4 SP #3
Filler 2x4 SP #2
Bracing
(a) Continuous lateral restraint equally spaced on member.
Tray Scab(s)
(2) 2x6xl1-0-14 x SP 2400f-2.OE scabs at left end. Attach one scab to each outer
face of chord with: 0.131"x3', min. nalls @ 8" oc, Plus additional nail clusters at:
BRG.: (4), heel: (5), 1st panel point: (2).
Purlins
In lieu of structural panels or rigid ceiling use puffins
to laterally brace chords as follows:
Chord Spacing(In oc) Start($) End(fl)
TC 24 11.96 18.63
BC 110 0.15 16.06
BC 87 16.11 35.48
Apply purling to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
2x4 e6x8 a3x6111.5x3
DeflICSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): 0.285 R 999 36
VERT(CL): 0.540 R 833 24
HORZ(LL): 0.211 L - -
HORZ(TL): 0.400 L - -
Creep Factor. 2.0
Max TC CSI: 0.644
Max BC CSI: 0.984
Max Web CSI: 0.916
Wgt: 273.7 Ibs
VIEW Ver. 19.01.00A.0618.15
view the -A-1 ROOF TRUSSES ("SELLER'), GENERALTERMS and CONDITIONS CUSTOMER ('BL
i this Tress Design Onowng (Too) and Me Specialty Engineer reference sheat before use. Unless othernis
to be valid. As a Truss Design Engineering i1 e. Specialty Engineer), the seal on any TDD represents an ai
ins depicted on the TOO only, under TPI-1, The design assumptions, loading condition, suitability and use
horned agent orthe Building Designer, In the coned of the IRO, the IBC, local building code and TPI-1. T
s. installation and bmcino shall be the resoonsibiliN of the Buildino Designer and Contractor. All notes set,
I
1
SEATPLATEREe.
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U I RL
A 1456 /- /- /746
/434 I260
J 1524 /- /- /888
/446 /-
Wind reactions based on MWFRS
A Big Width =7.6 Min Req=1.5
J Brg Width =7.6 Min Req=1.8
Bearings A & J are a rigid surface.
Bearings A & J require a seat plate.
Maximum Top Chord Forces Per
Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
A-B 402 -640 F-G
1140 -2240
B - C 1349 -3154 G - H
949 -1773
C-D 1103-2377 H-1
932 -1890
D-E 1124-2366 1-J
1127 -2620
E- F 1058 -2049 J- K
35 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - S 2966 -1041 P - N 46 -16
S - R 2963 -1041 N - M 2246 -866
R - Q 2240 -686 M - L 2246 -866
Q-0 2198 -670 L-J 2249 -864
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
S-C
167 0
O-U
12
-24
C - R
528 -1059
O - N
2231
-694
E-R
710 -279
O-G
1714
-509
R-F
160 -366
U-P
0
-24
T-Q
50 0
N-G
370
-1179
T - U
47 -17
N -1
423
-759
F-O
249 -103
I-L
305
0
NA-1 Rnn Tn-.
Job Truss
'WRMS8M1674BG A09
L
r
Truss Type
COMN
—� 10'8' —
E6X6 111.5X3 e4X4
D E F
Qty, I Ply
1 1
c6X6
G
02/05/2020
I11.5X3 m4X10 m3X6 111.5X3
2623
SEAT PLATE REQ. SEAT PLATE RED.
38'
Loading Criteria (psp
Wind Criteria
Code I Misc Criteria
TCLL: 20.00
Wind Still: ASCE 7.10
Code: FBC 2017 RES
TCDL: 10.00
Speed: 160 mph
TPI Sid: 2014
BCLL: 0.00
Enclosure: Closed
Rep Factors Used: Yes
BCDL: 7.00
Risk Category: II
FT/RT:10(0)/10(1(1)
EXP: B Kzt: NA
Plate Type(s):
Des Ld: 37.00
Mean Height: 25.00 ft
WAVE
NCBCLL: 10.00
TCDL: 4.2 psi
Load Duration: 1.25
BCDL: 4.2 psf
Spacing: 24.0 °
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.80 ft
Loc. from endwall: not In 9.00
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 :Ti 2x6 SP 2400f-2.OE:
Bot chord 2x4 SP #2 :Bt 2x4 SP M-30:
Webs 2x4 SP #3
Bracing
(a) Continuous lateral restraint equally spaced on member
Tray Scab(s)
(2) 2x6x9-9-8 x SP 24001-2.0E scabs at left end. Attach one scab to each outer face
of chord with: 0.131"x3", min. nails @ 8" oc, Plus additional nail clusters at: BRG.:
(4), heel: (5), tat panel paint: (2).
Purlins
In lieu of structural panels use purlins to brace all flat TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C member design.
DeflICSI Criteria
PP Deflection in loc, L/defl L/#
VERT(LL): 0.283 E 999 36(
VERT(CL): 0.538 E 837 24(
HORZ(LL): 0.185 L - -
HORZ(TL): 0.351 L - -
Creep Factor: 2.0
Max TC CSI: 0.693
Max BC CSI: 0.761
Max Web CSI: 0.971
Will: 266.0 lbs
VIEW Ver. 19.01.00A.0618.15
t
1
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- ! Rh / Rw / U / RL
A 1456 /- /- f777 1413 /230
J 1524 /- /- /884 /446 /-
Wind reactions based on MWFRS
A Brg Width = 7.6 Min Req = 1.5
J Brg Width = 7.6 Min Req = 1.8
Bearings A 8 J are a rigid surface.
Bearings A 8 J require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chards Tens.Comp. Chords Tens. Camp.
A-B 384 -640 F-G 1133 -2208
B - C 1507 -3417 G - H 994 -2007
C-D 1222-2W8 H-1 968 -2034
D - E 1277 -2606 I - J 1162 -2657
E- F 1272 -2596 J- K 35 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - S 3253 -1250 N - M 2287 -929
S - Q 2301 -784 M - L 2287 -929
R-O 50 -17 L-J 2289 -929
P-N 22 -8
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
C - S
550 -1079
F - O
444 -1165
D-S
534 -202
O-P
49
0
D-Q
477 -239
O-N
1791
-650
E-Q
115 -129
O-G
813
-314
Q-R
33 0
N-G
111
-173
Q-F
1051 -378
N-1
346
-642
Q-O
2456 -893
I-L
254
-4
Ne
th.
M
MA-1 Rm Tnic-nx.
All
Ixe
ofMo Tmss
Job Truss Truss Type Illy I Ply 02/05/2020
WRMSBM1674BG A10 I HIPS 1 1
2642
i- 10'4" { 14'8"
13'
95X8 111.SX3
D E IF
12
6 F,;- ak3X6
m �1.5X3C GN@3X4
o_
D
2—3X6A(A1)8=5X8
1 ' 81 6a� N =3X8(A1)
O M L K
N 1.5X4 ee6X8 =3X6 W1.5X3
SEAT PLATE REQ.
1-4"} 18'4"
'fI gig"
Loading Criteria gaq
Wind Criteria
TCLL: 20.00
Wind Sld: ASCE 7-10
TCDL: 10.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 7.00
Risk Category: II
EXP: B Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
'TCDL: 4.2 pest
Load Duration: 1.25
BCDL: 4.2 pest
Spacing: 24.0 "
MWFRS Parallel Dist: h/2 to IT
C&C Dist a: 3.80 it
Loc. from endwall: not in 9.00
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2:T2 2x4 SP M-30:
Bot chord 2x4 SP #2 :Bi 2x4 SP M-30:
Webs2x4 SP #3
Code I Misc Criteria
Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT;10(0u10(10)
Plate Type(s):
WAVE
Purling
In lieu of structural panels use pudins to brace all flat TC Q 24" Do.
Wind
Wind loads based on MWFRS with additional C&C member design.
"WARNING"
SEAT PLATE REQ.
I
1
DeB/CSI Criteria
♦ Maximum. Reactions (Ibs)
PP Deflection in loc Udell L/# Gravity Non -Gravity
VERT(LL): 0.199 E
999 360 Loc R+ I R- I Rh / Rw / U I RL
VERT(CL): 0.376 E
999 240 B 1530 A A /850 /382 1203
HORZ(LL): 0.076 K
- - I 1530 I- I- /889 /364 A
HORZ(TL): 0.143 K
- - Wind reactions based on MWFRS
Creep Factor. 2.0
B Big Width = 7.6 Min Req = 1.8
Max TC CSI: 0.526
I Big Width = 7.6 Min Req = 1.8
Max BC CSI: 0.790
Bearings B & I are a rigid surface.
Max Web CSI: 0.722
Bearings B & I require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Wgt: 207.2 Ibs
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 19.01.00A.0618.15 A-B 35 0 F-G 1061 -2173
B - C 1249 -2730 G - H 1039 -2192
C - D 1131 .2418 H -1 1199 -2699
D- E 1347 -2723 I- J 35 0
E - F 1344 -2715
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-0 2380 -951 M-L 2333 -971
Q-P 2106 -747 L-K 2333 -971
P - N 2108 -747 K - I 2335 -971
O-M 35 -14
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
C-0
225 -301
N-M
1894
-719
D-Q
378 -76
N-F
1057
-442
D-N
726 -351
M-F
120
-76
E-N
268 -482
M-H
292
-516
N-O
90 0
H-K
208
0
s depleted on Me TOD oNy, under TPI-1. no design assumptions, loading contlNons, swtabllity and use
ni ed agent or We Bulidiig Designer, In Ne canted dike IRC, Me IBC, IOW building rode and TPI-1. T
Inslalldlon and braded slall be We resconsibiEw of�e Bul ino OesioneraM Conaador. Ninalessett
n—n dA-1 RerdT—.
Job
Truss Truss Type City Ply
A13 HIPS I 1 I 1
02/05/2020
2710
280 1874 187N+ Im IM Vice 190IX 438p
F--43.18 Y4- ZtY Y=-A=Y-}Y-ry--Y Z Y �8 TB•6�
1--4'3.4 'I' 28'8• -I T�
12
8
a1.5X3
m4X8
H
87X8(R)
T
1
SFATftATE REO. SEATRAIERFA. SfPTPIATERFA
1371 } 24'e'3
i 1117E i 114 i 1117E i98# i su i sd i gtle1 i
213IX 111IX 111# 98M am 98# 9efl bow
Loading Criteria(Psq
Wind Criteria
TCLL: 20.00
Wind Sld: ASCE 7-10
TCDL: 10.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 7.00
Risk Category. II
EXP: B Kzt: NA
Des Ld: 37.00
Mean Height: 25.00 It
NCBCLL: 10.00
TCDL: 4.2 psf
Load Duration: 1.25
BCDL: 4.2 psf
Spacing: 24.0 °
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.79 It
Loc. from endwall: not In 4.50
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Varies by Ld
F77RT:10(Ou10(10)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection In Joe L/defl L/#
VERT(LL): 0.244 R 999 361
ITtRT(CL): 0.454 R 648 241
HORZ(LL): 0.067 N - -
HORZ(TL): 0.124 N - -
Creep Factor. 2.0
Max TC CSI: 0.963
Max BC CSI: 0.857
Max Web CSI: 0.740
Wgt: 232.4 IDS
VIEW Ver. 19.01.00A.0618.15
Lumber
Wind
Top chord 2x4 SP #2 :T2, T3 2x4 SP M-30:
Wind loads and reactions based on MWFRS.
Bot chord 2x4 SP M-30 :Bi 2x4 SP #2:
Left bottom chord exposed to wind.
Webs 2x4 SP #3 :W7, W 12 2x4 SP #2:
:W8 2x4 SP M-30:
Bracing
(a) Continuous lateral restraint equally spaced on member.
Special Loads
-(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25)
TC: From 62 plf at -1.40 to 62 pif at 4.27
TC: From 31 pif at 4.27 to 31 pif at 30.94
TC: From 62 pif at 30.94 to 62 plf at 39.27
BC: From 14 plf at 0.00 to 14 plf at 4.30
BC: From 7 plf at 4.30 to 7 plf at 30.65
BC: From 14 pif at 30.65 to 14 plf at 37.94
TC: 284lb Cone. Load at 4.30
TC: 187 lb Cone. Load at 6.33, 8.33,10.33,12.33
14.33
TC: 190 lb Cone. Load at 16.33,17.60,18.87,20.87
22.87,24.87,26.87,28.87
TC: 436 lb Conc. Load at 30.91
BC: 213 lb Conc. Load at 4.30
BC: 111 lb Conc. Load at 6.33, 8.33,10.33,12.33
14.33
BC: 98 lb Conc. Load at 16.33,17.60,18.87,20.87
22.87,24.87,26.87,28.87
BC: 605 Ib Conc. Load at 30.91
Plating Notes
All plates are 3X4 except as noted.
Purling
In lieu of structural panels use purling to brace all flat TC @ 24° oc.
'•WARNING'• Please thoroughly review the-A-1ROOF TRUSSES('SELLEW), GENERAL TERMS and
'gdfy design parameters and read notes on this Truss Design Drawing (iDD) and the Specialty Engineer reference
.nnedor Dial.. shall be ..ad far Me TDD to be valid As a Truss Desl.n Enalneerin. It Snndallv Fnainanrl. the
7'3.8�14
♦ Maximum Reactions (Ibs)
Gravity
Non -Gravity
Loc R+ / R- / Rh
/ Rw / U / RL
AC 538 1- l-
1- 1218 A
Z 4904 1- 1-
1- /2390 1-
L 2010 A /-
/- /789 /-
Wind reactions based on
MWFRS
AC Big Width = 6.9
Min Req = 1.5
Z Brg Width = 7.6
Min Req = 5.8
L Brg Width = 7.6
Min Req = 2.4
Bearings AC, Z, 8 L are a rigid surface.
Bearings AC, Z, 8 L require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
A-B 37 -17
G-H 406 -862
B - C 227 -486
H -1 1534 -3466
C- D 723 -168
I-J 2017 -4675
D - E 3511 -1565
J - K 2172 -5244
E - F 405 -862
K - L 1480 .3722
F-G 406 -862
L-M 35 -16
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
AC -AB
6 0
U - T
3356 -1497
AS -AA
387 -183
T - S
3356 -1497
AA-Z
153 -331
S-R
4656 -2024
Z-X
35 -81
R-O
4781 -1973
Y- W
1482 -3334
O- P
0 0
X-V
0 0
P-N
106 -47
W-U
1516-3413
N-L
3263 -1294
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
B-AC
240 -522
F-U
419 -647
B -AB
402 -194
U - H
1274 -2919
C -AB
292 -16
H - S
975 -320
C -AA
444 -1146
S -1
578 -1408
AA-D
1037 -398
I-R
161 0
AA-Y
32 -453
R-J
91 -123
D - Y
1580 -3278
O - P
640 -166
Y-Z
2213-4514
0-J
1632 -530
Y - E
1522 -3149
O - N
3278 -1293
E - U
4968 -2244
O - K
1455 -662
W-X
38 -84
N-K
474 -1050
form.
n,MlNtn,l WlnnntlwwXMnm,mlulnndMl RmfTnrw
TP11 defire.5et nd in the TDD antl Ne pradiras antl
TPI-1 defines the salty Engineer
and dudes of Ne Truss
evolved. The S9eaelry Engineer is NOT the
Job Truss Truss Type Qty, Ply 02/05/2020 . 25-a
WRMSBM1674BG IA14 ICOMN I1 I1
11
�I
b
T "
V
L
i 81616 i 4'8'^-9•10{ 9" '1 10'2•
1TTIS
SEAT PLATE RED. SEAT PLATE REQ SEAT PLATE RED. SEAT
1^11'43 i- 611.10 i 19'8'3
Loading Criteria (psi
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 10.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 7.00
Risk Category: It
EXP: B Kzb NA
Des Ld: 37.00
Mean Height: 15.00 it
NCBCLL: 10.00
TCDL: 4.2 psf
Load Duration: 1.25
BCDL: 4.2 psf
Spacing: 24.0 "
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.80 ft
Loc. from endwall: not in 4.50
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 :T1 2x6 SP #2:
Bot chord 2x4 SP #2 35 2x4 SP M-30
Webs 2x4 SP #3
Plating Notes
All plates are 1.5X3 except as noted.
Code I Misc Criteria
Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Varies by Ld
FT/RT:10(0Y10(10)
Plate Type(s):
WAVE
Purling
In lieu of structural panels use puriins to brace all flat TC @ 24" oc.
Wind
Wind loads based on MWFRS vnth additional C&C member design.
Additional Notes
Lanai/Porch Loading : 6.9 PLF wind pressure applied to the bottom chord of the
truss from 11.67 ft to 18.33 ft,
38'
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc L/defl
L#t Gravity
Non -Gravity
VERT(LL): 0.064 X 999
360 Loc R+ / R- I Rh
/ Rw I U I RL
VERT(CL): 0.115 X 999
240 A 190 I- A
/142 /63 1188
HORZ(LL): 0.040 W -
- U 1375 A I-
1898 /345 /-
HORZ(TL): 0.072 W -
- P 828 I-52 P
/421 190 /-
Creep Factor. 2.0
L 835 A /-
1564 /238 A
Max TC CSI: 0.620
Wind reactions based on
MWFRS
Max BC CSI: 0.657
A Big Width = 7.6
Min Req = 1.5
Max Web CSI: 0.676
U Big Width = 7.6
Min Req = 1.6
P Brg Width = 7.6
Min Req = 1.5
Wgt: 218.4 lbs
L Brg Width = 7.6
Min Req = 1.5
Bearings A, U, P, & L are a rigid surface.
VIEW Ver. 19.01.00A.0618.15
Bearings A, U, P, & L require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
A - B 186 -206
G - H 293 .67
B-C 482 -211
H-1 296 -68
C-D 1146 -428
I-J 617 -658
D-E 1154 -433
J-K 512 -814
E-F 468 -177
K-L 640 -1193
F-G 469 .178
L-M 35 -15
Maximum got Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-X
310 -336
R-Q
112
-257
X-V
20 -32
P-O
413
-167
W-U
0 -8
O-N
413
-167
V-T
21 -29
N-L
1008
-481
S-R
467 -853
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
C-X
267 -97
F-R
193
-456
C-S
547-1079
R-G
280
-2B4
X - S
294 -299
G - Q
483
-192
W-V
43 0
H-Q
145
-209
D-S
94 -148
Q-P
365
-193
S - T
716 -1373
P -1
301
-723
S - E
450 -749
I - N
402
-134
T-U
716-1359
N-J
172
-58
E - R
825 -363
N - K
269
-406
enm sheet before use. Unless otherwise slated on the TD
1, the seal on any TDD represents an acceplance of Ne pi
s, loading conditions, sullabiny and use ofthis Toss for ai
ie IBC, IOW building code eib TPI-1. The approval of Ne
Designerand! Con radon All notes selout N the TDD and
rgeneral guldance. TP14 derines the responsibilities ant
w lfte by all portion Involved. The Speclalty Engineer is N
Job Truss Truss Type Oty Ply 02/05/2020
`f�RMSBM1674BG A15 COMN 1 I1 I 2614
T
T
T
a
N
TL-
L
i6'6'6--i we-^1 3-9-10---J--35'10-1�
SEAT PLATE RED. SEAT PLATE RED.
—11'4.3 --ice
Loading Criteria (pi
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 10.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 7.00
Risk Category: II
EXP: B Kzl: NA
Des Ld: 37.00
Mean Height: 25.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Load Duration: 1.25
BCDL: 4.2 psf
Spacing: 24.0 -
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.80 ft
Loc. from endwall: not in 4.50'
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 :Tl 2x6 SP #2
got chord 2x4 SP #2
Webs 2x4 SP #3
Code / Misc Criteria
Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Varies by Ld
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Plating Notes
All plates are 1.5X3 except as noted.
(++) - This plate works for both joints covered.
(•')1 plate(s) require special positioning. Refer to scaled plate plot details for
special positioning requirements.
Purling
In lieu of structural panels use purling to brace all flat TC @ 24- Do.
Wind
Wind loads based on MWFRS with additional C&C member design.
Please thoroughly review Me-A-1ROOF TRUSSES (-SELLER'), GENERAL TERMS and
amateur and reatl notes on this Truss Design Drev/ng (TED) and the Spedelry Engineer reference
shall be used for the Too to be valid. As a Truss Design Engineering 0 e. S" alty Engineer), Me
the design of the single Truss depicted on Me Too only, under TPl-1. The design assumpgons, loa
SEAT PIATE RED.
Defl/CSI Criteria
PP Deflection In loc Udell L#f
VERT(LL): 0.091 AK 999 3E
€18RT(CL): 0.164 AK 812 24
1-10 L): 0.070 AC -
HORZ(TL): 0.126 AC -
Creep Factor: 2.0
Max TC CSI: 0.883
Max BC CSI: 0.917
Max Web CSI: 0.889
Wgl: 250.6lbs
VIEW Ver. 19.01.00A.0618.15
use of
. The
SEAT PLATE RED.
19'8'3
♦ Maximum Reactions (Ibs)
A 354 /- /-
1167 /166
/201
AE 916 I- I-
/574 /310
/-
Y 985 1- 1-
1508 /310
/-
S 829 /- 1•
1536 /352
/-
Wind reactions based on MWFRS
A Brg Width = 7.6
Min Req = 1.5
AE Brg Width = 7.6
Min Req = 1.5
Y Brg Width = 7.6
Min Req = 1.5
S Brg Width = 7.6
Min Req = 1.5
Bearings A, AE, Y, & S
are a. rigid surface.
Bearings A, AE, Y, & S
require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
A-B 202 -219
K-L 270
-77
B - C 269 -333
L - M 266
-75
C-D 307 -282
M-N 266
-75
D - E 300 -272
N - O 403
-523
E-F 582 -221
O-P 402
-526
F-G 176 -96
P-O 551
-791
G-H 215 -87
O-R 556
-945
H-1 213 -87
R-S 671
-1251
1-1 165 -110
S-T 35
-15
J - K 336 -41
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-AK
310 -77
AB -AA
293
-490
AK -AI
189 -336
AA-Z
12
-7
AJ-AE
9 -7
Z-X
12
-7
AI-AH
197 -341
Y-W
8
-12
AG-AF
278 -474
W-V
679
-307
AF-AD
277 -471
V - U
679
-307
AC -AB
293 -489
U - S
1068
-520
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
C-AL
117 -259
1-AU
142
-42
AL -AK
117 -251
AU-J
212
-215
AL -AM
30 -28
J-X
376
-966
AK -AM
682 -268
X-Y
370
-956
AN -AO
736 -302
K-AV
730
-226
AN-AH
69 -94
AV- W
739
-240
D-AO
74 -109
AV-AW
71
-38
AO -AP
773 -327
W-AW
459
-941
AJ-AI
42 0
AX-AY
262
-574
NLEDGMENr fin.
au be Vie reslxIDa b iily of Me Building Designer and Gonl2dor. All notes
ed by TPI and SBCAMe referenced forgenerelguidance. TPI-ldefines
defined by a Contract agreed upon in wngng by all parties involved. The
tennsere as def ed In TPI-1.
-nmNN1M vft d..mmtiaaYmMt.1RmTn—
and
Truss
Job
1674BG
Truss Truss Type
B01 IGABL
i 5'10"
Dry I Ply 02/05/2020
1 1
�- Sit 0"
D=4X4
I- I r -I r- I r -7
Loading Criteria (pan
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 10.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 7.00
Risk Category: It
EXP: B Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 It
NCSCLL: 10.00
TCDL: 4.2 psi
Load Duration: 1.25
BCDL: 4.2 psi
Spacing: 24.0 "
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
Lumber
Top chord 2x4 SP #2
got chord 2x4 SP #2
Webs 2x4 SP #3
Plating Notes
All plates are 1.5X3 except as noted
Code / Misc Criteria
Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Varies by Ld
FT/RT:10(0v10(10)
Plate Type(s):
WAVE
Loading
Truss designed to support 2-0-0 top chord outlookers and Gadding load not to
exceed 8.00 PSF one face and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
See STD DETAILS for gable wind bracing requirements.
"WARNING" Please Morouahly review Me -A-1 ROOF TRUSSES
Deft/CSI Criteria
PP Deflection in too L/defl L/#
VERT(LL): -0.002 H 999 361
ktRT(CL): 0.004 H 999 241
HORZ(LL):-0.004 J - -
HORZ(TL): 0.004 J - -
Creep Factor. 2.0
Max TC CSI: 0.438
Max BC CSI: 0.095
Max Web CSI: 0.188
Wgt: 51.8 lbs
VIEW Ver. 19.01.00A.0618.15
no Madng shall be Me responslbilly of Me Building Designer and Cone
3SCn pu dished by TPI and SECA ere referencetl forgenerel guidance
ass othdwise der ed by s Contend agmed upon invnldng by all paNe
All sepital¢ed terns are as defined In TPI-1.
N.nmyfmm.4 rvMiiNtM W,Nu11Mw,nNn,mNavn NFIFMTnuraa
2594
♦ Maximum Reactions (Ibs), or •=PLF
Gravity Non -Gravity
Loc R+ / R- / Rh I Rw / U / RL
F• 181 /- /- /65 1116 /19
Wind reactions based on MWFRS
F Brg Width = 140 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 75 0 D-E 354 -139
B-C 176 -159 E-F 157 -159
C-D 373 -139 F-G 75 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-J 256 -75 I-H 268 -78
J-1 268 -78 H-F 249 -81
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
C - J 637 -457 H - E 637 -457
D-1 8 -164
I CUSTOMER ('BUYER") ACKNOWLEDGMENT" fens.
se. Unless pibewue s stated on the Too, only Alpine
)D represents an acceptance of Me pmfasslonal engineer
suitabirdyand use of this Truss for any Building Is Me
oodeand TPl-1. Theapprovalofthe TDDandanyrld
ido, M notes setWin Me TDD and Me practices end
TPI-I defines the responsiblptles and dudes of Me Truss
imeNed. The Specialty Engineer is NOT Me
ion IWas INss Iype Uty I Fly U2/Ubr1U2U
WRMSBM1674BG B02 COMN
5'10"
5'10" —�
SEAT PLATE REQ. SEAT PLATE RED.
11'8"
F— 1'4°
1'4" -'
Loading Criteria (peg
Wind Criteria
Code / Misc Criteria
De0/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Code: F13C 2017 RES
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
TCDL: 10.00
Speed: 160 mph
TPI Std: 2014
VERT(LL): 0.009 F 999 360
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Rep Factors Used: Yes
VERT(CL): 0.016 F 999 240
B 525 /- /- 1320 1132 1110
BCDL: 7.00
Risk Category: It
FT/RT:10(0)/10(10)
HORZ(LL): 0.004 F - -
D 525 /- /- 1238 1132 /-
Des Ld: 37.00
EXP: B Kzt: NA
Plate Type(s):
HORZ(TL): 0.008 F - -
Wind reactions based on MWFRS
Mean Height: 15.00 ft
WAVE
Creep Factor. 2.0
B Brg Width = 7.6 Min Req = 1.5
NCBCLL: 10.00
TCDL: 4.2 psf
Max TC CSI: 0.407
D Brg Width = 7.6 Min Req = 1.5
Load 1.25
°
BCDL: 4.2 psi
Max BC CSI: 0.307
Bearings B & D are a rigid surface.
24.Duration;
Spacing:
Spacing: 24.0
MWFRS Parallel Dist: 0 to h/2
Bearings B & D require a seat plate.
C&C Dist a: ft
Max Web CSI: 0.083
dwa
Loc. from endwall: Any
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Wgt: 46.2 lbs
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60
VIEW Ver. 19.01.00A.0618.15
A-B 35 0 C-D 526 -593
Lumber
B-C 526 -593 D-E 35 0
Top chord 2x4 SP #2
got chord 2x4 SP #2
Maximum got Chord Forces Per Ply (Ibs)
Webs 2x4 SP #3
Chords Tens.Comp. Chords Tens. Comp.
Wind
S-F 469 -269 F-D 469 -269
Wind loads based on MWFRS with additional C&C member design.
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C-F 218 -33
"WARNING" Please
Vasty design parameters am
form.
mm�R dN I RMTm—
rode and TPI-1. The al
xor. MnmssetaAin
TPIA defines the rear,
Job Truss Truss Type Qty Ply 02/05/2020
WRMSBM1674BG B03 COMN I1 I1 zsoa
t- 511 On i 5110"
T 12
6 p
in
�-113X4(++)C
io
K33 A
KL
1111.5X4
SEAT PLATE REQ.
i
�-- 1'4" --}- — 2710 --{�
Loading Criteria (psq
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: not in 4.50
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP M-30
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Plating Notes
(++) - This plate works for both Joints covered.
Code I Misc Criteria
Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:10(Ov10(10)
Plate Type(s):
WAVE
Wind
Wind loads based on MWFRS with additional C&C member design.
E=3X6(++)
J
1111.5X3
11'8"
6'4"12
DeflICSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): 0.206 H 662 36i
VERT(CL): 0.380 H 359 24,
HORZ(LL): 0.188 H - -
HORZ(TL): 0.347 H - -
Creep Factor: 2.0
Max TC CSI: 0.468
Max BC CSI: 0.404
Max Web CSI: 0.825
Wgt. 51.8lbs
VIEW Ver. 19.01.00A.0618.15
E
SEAT PLATE REQ.
2710 --1 1'4" —{
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ I R- I Rh / RW I U / RL
B 525 /- !- /319 /131 /110
F 525 /- /- /319 /131 (-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
F Brg Width = 7.6 Min Req = 1.5
Bearings B 8 F are a rigid surface.
Bearings B & F require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 35 0 D-E 368 -839
B-C 218 -393 E-F 231 -393
C- D 386 -839 F- G 35 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - L 223 -67 J - H 794 -228
K - J 794 -228 I - F 223 -79
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-K 95 0 H-1 56 -12
K-L 56 -10 H-E 95 -2
D-J 211 -39
I responsibllity ofthe Building Designer and Contador. All notes set out In the TDD and the pR
land SBCAarenderenoedfargenealpWanoe. TPI-1 defines Neresismaltilitics and dales
by a Contract agreed upon In uniting by all parties involved The apeclalty Engineer is NOT the
a as defined In TPI.1.
M WIL-1 Mxw ,nvmiwim.1A.1RMTn—
Job
WRMSBM1674BG
Truss Truss Type
C01 GABL
1ty 11y 102/05/2020
v •26T
i for i 10•
Loading Criteria (psi)
Wind Criteria
TCLL: 20.00
Wind Sld: ASCE 7.10
TCDL: 10.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 7.00
Risk Category: II
EXP: B Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 it
NCBCLL: 10.00
TCDL: 4.2 psf
Load Duration: 1.25
BCDL: 4.2 psf
Spacing: 24.0 "
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 #3
Plating Notes
All plates are 1.5X3 except as noted
Code I Mlsc Criteria
Code: FBC 2017 RES
TPI Sld: 2014
Rep Factors Used: Varies by Ld
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Loading
Truss designed to support 2-0-0 top chord outlookers and cladding load not to
exceed 8.00 PSF one face and 24.0° span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
See STD DETAILS for gable wind bracing requirements.
Defl/CSI Criteria
PP Deflection In loc L/defl LI#
VERT(LL). 0.002 1 999 360
�qAERT(CL): 0.004 1 999 240
HORZ(LL):-0.001 F - -
HORZ(TL): 0.002 N - -
Creep Factor: 2.0
Max TC CSI: 0.401
Max BC CSI: 0.078
Max Web CSI: 0.198
Wgt: 116.2 lbs
VIEW Ver. 19.01.00A.0618.15
t
1
♦ Maximum Reactions (Ibs), or •=PLF
Gravity Non -Gravity
Loc R+ / R. / Rh / Rw / U / RL
L• 178 /- /- 160
/51
116
Wind reactions based on MWFRS
L Brg Width = 240 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per
Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
A-B 75 0 G-H
343
0
B-C 51 -147 H-1
210
-30
C-D 140 .137 I-J
252
-131
D-E 252 -131 J-K
140
-137
E-F 210 -30 K-L
51
-147
F-G 343 0 L-M
75
0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-V
262
-83
R-Q
276
-87
V-U
271
-84
Q-P
276
-87
U-T
277
-87
P-O
277
-87
T-S
276
-87
O-N
271
-84
S - R
276
-87
N - L
262
-83
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
E - W 251 -256 R - Z 260 -224
W - X 243 -197 AA -AB 243 -197
Y-R 260 -224 AS-1 251 -256
G-R 0 -394
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp
C-V
188 -207
Z-Q
455
-372
D - U
233 -298
H -AA
469
-405
T-W
29 -111
AB-P
29
-111
X - F
469 -405
O - J
233
-298
S-Y
455 -372
N-K
188
-2077
-WARNING" Please thoroughly remw Ne-A-1 ROOF TRUSSES ('SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER ( -BUYER') ACKNOWLEDGMENT- rem.
'erify design pemmetem and read notes on We Toss Design Drawing (Too) and One Specialty Engineer reference sheet before use. Unless othervAse stated on the TDD, only Alpine
XI capitalized trams are as def ed in TPH.
NN-0— Is omN1JIM uBiwn IM wi---LW MAA RW Tnrawa
Job Truss Truss Type Qty Ply 02/05/2020
WRMSBM1674BG I CO2 I COMN 13 I 1
2605
Loading Criteria (csp
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bol chord 2x4 SP #2
Webs 2x4 SP #3
i 10 10,
I
1
SEAT PLATE REo. SEAT PLATE MO.
20'
I-1'4'-I
Wind Criteria
Wind Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category. ll
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 psi
MWFRS Parallel Dist 0 to h2
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpl: 0.18
Wind Duration: 1.60
Code I Misc Criteria
Code:FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:10(Ov1O(10)
Plate Type(s):
WAVE
Wind
Wind loads based on MWFRS with additional C&C member design.
I-1'4'-I
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in lob Udell LN
Gravity Non -Gravity
VERT(LL): 0.038 H 999 360
Loc R+ / R- / Rh / Rw / U I RL
B 843 /- A /491 1209 1165
VERT(CL): 0.071 H 999 240
HORZ(LL): 0.017 H - -
F 843 A /- 1491 209 /-
HORZ(fL): 0.031 H - -
Wind reactions based on MWFRS
Creep Factor. 2.0
B Brg Width = 7.6 Min Req = 1.5
Max TCCSI: 0.313
F Brg Width =7.6 Min Req=1.5
Max BC CSI: 0.862
Bearings B & F are a rigid surface.
Max Web CSI: 0.206
Bearings B & F require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Wgt: 85.4 Ibs
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 19.01.00A.0618.15
A-B 35 0 D-E 743 -918
8 - C 874 -1229 E - F 874 -1229
C-D 743 -918 F-G 35 0
Maximum But Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
B-H 1040 -633 H-F 1040 -649
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - H 371 -337 H - E 370 -337
D - H 540 -384
N
dsr u rmu..
Job Truss Tmss Type Qty I Ply
WRMSBM1674BG I HRS I HIP 1 1
02/05/2020
0 ,,2747
Loading Criteria (,Q
Wind Criteria
TCLL: 20.00
Wnd Std: ASCE7-10
TCDL: 10.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 7.00
Risk Category. II
EXP:B KzL, NA
Des Ld: 37.00
Mean Height: 15.00 R
NCBCLL: 10.00
TCDL: 4.2 psf
Load Duration: 1.25
BCDL: 4.2 psi
Spacing: 24.0
MWFRS Parallel Dist: 0to h/2
C&C Dist a: 3.00 It
Loc. from endwall: not in 4.50
GCpi: 0.18
Wmtl Duration: 1.60
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Special Loads
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
TC: From 0 plf at -1.97 to
61 pit at 0.00
TC: From 2 plf at 0.00 to
2 plf at 5.98
BC: From 2 plf at 0.00 to
2 plf at 5.98
TC: 67 lb Conic. Load at 0.43
TC: -12 Ib Conc. Load at 1.29
TC: 174 lb Cona Load at 3.26
BC: 44 Ito Conc. Load at OA3
BC: 15lb Conc. Load at 1.29
BC: 116 lb Conc. Load at 3.26
Wind
Wind loads and reactions based on MWFRS.
Left bottom chord exposed to wind.
M M
c
Td]d vu
11.WB
TA
HB SB'd
1
E D
1111.BX1
srw.rureBEo.
I-rn•n - sav-�(
} V1192 �
i 5Y i I
IW 1167
Code I Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Varies by Ld
FTIRT:10(Ov10(10)
Plate Type(s):
WAVE
DeRICSI Criteria
PP Deflection In loc Udefl L/#
VERT(LL): -0.000 B 999 36(
'15tRT(CL): 0.001 B 999 24(
HORZ(LL): 0.000 B - -
HORZ(TL): 0.000 B - -
Creep Factor. 2.0
Max TC CSI: 0.732
Max BC CSI: 0.565
Max Web CSI: 0.039
Wgt 23.8lbs
VIEW Ver. 19.01.00A.0618.15
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- I Rh I RW / U / RL
E 317 P A /- /126 I-
D 102 A 1- 15/-
C 97 A I- A 144 /-
Wind reactions based on MWFRS
E Brg Width = 9.0 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing E is a rigid surface.
Bearing E requires a seal plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 20 -9 B-C 34 -48
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
E-D 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B-E 131 -205
('BUYER-)ACKNOWI.EDGME foes.
R Tn-
ln�d.
is NOT Ne
Job Truss Truss Type Oty Ply 02/0512020
WRMSiSM1674BG I J1 I HIP 1 1 1 2683
T
-i8a 25M
F- 1'5-8 --�- Z9'15 t 2-9-IS t 7a-11 ----i
SEAT PLATE REQ.
(-190'10 9110-1
Loading Criteria (w9
Wind Criteria
TCLL: 20.00
Wind Std: ASCE7-10
TCDL: 10.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 7.00
Risk Category. It
EXP: B Kzt: NA
Des Ld: 37.00
Mean Height: 25.00 it
NCBCLL: 10.00
TCDL: 4.2 psf
Load Duration: 1.25
BCDL: 4.2 psf
Spacing: 24.0
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: not in 4.50
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP M-30
Bot chord 2x4 SP M-30
Webs 2x4 SP #3
Special Loads
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25)
TC: From 61 plf at -1.89 to 61 plf at 9.84
BC: From 14 pit at 0.00 to 14 pit at 9.84
TC: -18lb Cone. Load at 1.46
TC: 134 lb Conc. Load at 4.29
TC: 258 Ib Conc. Load at 7.12
BC: 13 lb Conc. Load at 1.46
BC: 87 lb Conc. Load at 4.29
BC: 156 lb Conc. Load at 7.12
Wind
Wind loads and reactions based on MWFRS.
D
t t
j
i i i
e]»
13X 156#
Code / Misc Criteria
DeBICSI Criteria
♦ Maximum Reactions (Ibs)
Code: FBC 2017 RES
PP Deflection in Loc Udell L/#
Gravity Non -Gravity
TPI Std: 2014
VERT(LL): 0.039 G 999 360
Lee R+ / R- / Rh / Rw / U / RL
B 739 /_ /_ /_ 1319
Rep Factors Used: Varies by Ld C
syERT(CL): 0.071 G 999 240
FT/RT:10(Ov10(10)
HORZ(LL): 0.010 F - -
E 494 /- !- P 1109 /-
Plate Type(s):
HORZ(TL): 0.018 F - -
D 249 /- P /- /106 /-
WAVE
Creep Factor. 2.0
Wind reactions based on MWFRS
Max TC CSI: 0.684
B Brg Width = 10.0 Min Req = 1.5
Max BC CSI: 0.590
E Erg Width = 1.5 Min Req = -
Max Web CSI: 0.904
D Brg Width = 1.5 Min Req = -
Beadng B is a rigid surface.
Wgt: 44.8 lbs
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
VIEW Ver. 19.01.00A.0618.15
Chords Tens.Comp. Chords Tens. Comp.
A-B 37 -17 C-D 83 -115
B - C 477 -1454
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-G 1354 .423 F-E 0 0
G - F 1339 -425
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
G- C 247 0 C- F 444 -1397
Job l nlss
WRMSBM1674BG J1
-Inks -type
JACK
Qty y 102105/2020
2 11
a s 2674
Loading Criteria tx4
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 10.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 7.00
Risk Category: ll
EXP: B Kri: NA
Des Ld: 37.00
Mean Height 15.00 it
NCBCLL: 10.00
TCDL: 4.2 psf
Load Duration: 1.25
BCDL: 4.2 psf
Spacing: 24.0 °
MWFRS Parallel Dist 0 to h12
C&C Dist a: 3.00 ft
Loc. from endvrall: Any
GCpl: 0.18
Wind Duration: 1.60
0
12
6
2X4(A1) B
C
SEAT PLATE REQ.
�- 1'4"
Code 1 Misc Criteria
Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(Oy10(10)
Plate Type(s):
WAVE
Lumber
Top chord 2x4 SP #2
But chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C member design.
"WARNING -
review Ih -A-1 ROOF
TERMS end
-F T
M
0
CV
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection In too Well L14
Gravity Non -Gravity
VERT(LL): NA
Loc R+ / R. / Rh l Rw l U 1 RL
VERT(CL): NA
B 196 /- /- /170 168 133
HORZ(LL):-0.000 D - -
D 6 /-10 1- /15 /15 1-
HORZ(TL): 0.000 D - -
C - 1-30 1- 128 /41 !-
Creep Factor. 2.0
Wind reactions based on MWFRS
Max TC CSI: 0.282
B Brg Width = 7.6 Min Req = 1.5
Max BC CSI: 0.037
D Brg Width = 1.5 Min Req = -
Max Web CSI: 0.000
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Wgt: 5.61bs
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
VIEW Ver. 19.01.00A.0618.15
Chords Tens.Comp. Chords Tens. Comp.
A-B 35 0 B-C 52 -28
Maximum got Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
loin.
xwTmm System Engineerolenyb1dN. Mraplali]idtemuereasddmx NTFFl.
A1aMTucwe-aM�men:e.Nlba Mn N.Narvlmm.bmMYMM udM�tlpwilLm rmnicinnMMI WnI Tn�uw.
Job Truss Truss Type Qty Ply 0210512020
WRMSSM1674BG I J3 I JACK 12 11 I2677
13
1'4"
SEAT PLATE REQ.
Loading Criteria (psq
Wind Criteria
Code / Misc Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
Code: FBC 2017 RES
TCDL: 10.00
Speed: 160 mph
TPI Sid: 2014
BCLL: 0.00
Enclosure: Closed
Rep Factors Used: Yes
BCDL: 7.00
Risk Category: II
FT/RT:10(OY10(10)
EXP: B Krt: NA
Plate Type(s):
Des Ld: 37.00
Mean Height: 15.00 ft
WAVE
NCBCLL: 10.00
TCDL: 4.2 psf
Load Duration: 1.25
BCDL: 4.2 psf
Spacing: 24.0 °
MWFRS Parallel Dist 0 to h12
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duraflon: 1.60
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C member design.
Nease thoroughly neWew Ne-A-1 ROOF TRUSSES ('SELLER-), GENERAL TERMS and
vs and road rotes on Nis Tross Design Dn wing (TDD) and me specialty Eylnessrere erce
be used for to MD In be vaxL As a Truss Desion Enalreednw n.e. SosialN Eminawl. Ne
C
T
CO
C3
� N
1"
3' -�
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
VERT(LL): NA
LOG R+ / R- / Rh / Rw / U / RL
B 221 A /_ 1168 /51 163
VERT(CL): NA
HORZ(LL): 0.001 D - -
D 44 /- !- /31 12 /-
HORZ(TL): 0.001 D - -
C 67 /- !- /29 129 /-
Creep Factor. 2.0
Wind reactions based on MWFRS
Max TC CSI: 0.322
B Erg Width = 7.6 Min Req = 1.5
Max BC CSI: 0.075
D Erg Width =1.5 Min Req = -
Max Web CSI: 0.000
C Erg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Wgt: 11.2 lbs
Bearing B requires a seal plate.
Maximum Top Chord Forces Per Ply (Ibs)
VIEW Ver. 19.01.00A.0618.15
Chords Tens.Comp. Chords Tens. Comp.
A-S 35 0 B-C 30 -90
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
form.
ig Deognerand Conbachs, All notes
fcrgeneralpWance. TPi4dennes
In writing by an padiee invdved. The
rN41aWT.—
.ad
Truss
Job Truss Truss Type Qty Ply 02/052020
WRMSBM1674BG I J3A I JACK 11 11 I " 1,270.1
T3
1'4"
C
SEAT PLATE REQ.
3' -{
T
0
LO
N
Loading Criteria (par)
Wind Criteria
Code / Misc Criteria
DeflIC81 Criteria
♦ Maximum Reactions (Ibs), or •=PLF
TCLL: 20.00
Wind Std: ASCE 7-10
Code: FBC 2017 RES
PP Deflection in loc LJdef) L1#
Gravity Non -Gravity
TCDL: 10.00
Speed: 160 mph
TPI Sid: 2014
VERT(LL): NA
Loc R+ ! R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Rep Factors Used: Yes
VERT(CL): NA
D' 74 /- /- 156 117 21
BCDL: 7.00
Risk Category. II
FTIRT:10(Oy10(10)
HORZ(LL): 0.001 D - -
D 44 /- /- /31 12 /-
EXP: B Kzt: NA
Plate Type(s):
HORZ(TL): 0.001 D - -
C 67 /- !- 29 29 !-
Des Ld: 37.00
Mean Height: 15.00It
WAVE
Creep Factor. 2.0
Wind reactions based on MWFRS
NCBCLL: 10.00
TCDL: 4.2 psf
Max TC CSI: 0.162
D Brg Width = 36.0 Min Req = -
Duration: 1.25
BCDL: 4.2 psi
Max BC CSI: 0.066
D Brg Width = 1.5 Min Req = -
Sad
Spacing: 24.0 °
p
MWFRS Parallel Dist: h2 to h
C Brg Width = 1.5 Min Req = -
C&C Dist a: 3.00 it
Max Web CSI: 0.000
Bearing B is a rigid surface.
Loc. from endwall: not in 9.00
Wgt: 11.2 Ibs
Bearing B requires a seat plate.
GCpi: 0.18
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
VIEW Ver. 19.01.00A.0618.15
I Chords Tens.Comp. Chords Tens. Comp.
Lumber
Top chord 2x4 SP #2
A - B 35 0 B - C 30 -64
Sot chord 2x4 SP #2
Maximum Sot Chord Forces Per Ply (Ibs)
Plating Notes
Chards Tens.Comp.
All plates are 2X4(A1)
except as noted.
B - D 0 0
Wind
Wind loads based on MWFRS with additional C&C member design
"WARNING" Please thoroughlyreviewipe-A-1 ROOF TRUSSES(-SELLER'),GENERA TERMS and CONDITIONS CUSTOMER
entry design parameters and read noses on N¢Truss Deal Dm ng(MD) and Me Specialty Enghwerrefeeence sheet before use. Unless oft
av —&,Ie Tnave.
Job Truss Truss Type City Ply 02/05/2020
4VRMSBM1674BG J5 I JACK 13 11 I 2680
T3
SEAT PLATE REQ.
�-- 1-4e 1 5'
Loading Criteria (psq
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 10.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 7.00
Risk Category: It
EXP: B ": NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Load Duration: 1.25
BCDL: 4.2 psi
Spacing: 24.0 °
MWFRS Parallel Dist 0 to h2
C&C Dist a: 3.00 it
Loc. from endwall: not in 4.50
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Code / Misc Criteria
Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RTAO(Ov10(10)
Plate Type(s):
WAVE
Wind
Wind loads based on MWFRS with additional C&C member design.
^WARNING"
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc Udefl L/#
Gravity Non -Gravity
VERT(LQ: NA
Loc R+ / R- / Rh / Rw / U / RL
B 288 /- /- /207 /58 /92
VERT(CL): NA
HORZ(LL): 0.005 D - -
D 78 /- /- /50 /4 /-
HORZ(TL): 0.009 D - -
C 129 /- /- 164 155 F
Creep Factor. 2.0
Wind reactions based on MWFRS
Max TCCSI: 0.318
B Brg Width =7.6 Min Req =1.5
Max BC CSI: 0.221
D Brg Width =1.5 Min Req = -
Max Web CSI: 0.000
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Wgt: 18.2 IDS
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
VIEW Ver. 19.01.00A.0618.15
Chords Tens.Comp. Chords Tens. Comp.
A-B 35 0 B-C 58 -109
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
and CONDITIONS CUSTOMER ('BUYER') ACKNOWLEDGMENP fmm.
:nae sheet before use. Unless otherwise stated on the TOD, only Alpine
the seal an any TDO represents an ecceptanca of fine proteslonal eigineen
loading conditions, suitability and use of Nis Truss for any Building a to
i IBC, local building code and M-1. Theappal"lofthe TDOandanyfold
esignerand Comrador. Allnotasseloutinihe TDDandiheprac end
Job Truss Truss Type Qty Ply 02/05/2020
WRMSBM1674BG I A06 COMN 113 I 1 I " 261'
T
b TL 1
SEAT PLATE REG.
(-28'8—�13710
®2X4 a4x10s3xe
38'
20.8
SEAT PLATE RE
1978 14�{
Loading Criteria (psq
Wind Criteria
Code / Misc Criteria
De0/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Code:FBC 2017 RES
PP Deflection in loc Well
L/# Gravity Non -Gravity
TCDL: 10.00
Speed: 160 mph
TPI Sid: 2014
VERT(LL): 0.210 T 999
360 Loc R+ ! R- / Rh ! Rw / U l RL
SCLL: 0.00
Enclosure: Closed
Rep Factors Used: Yes
VERT(CL): 0.399 T 999
240 A 1468 !- !- 1809 1346 1290
BCDL: 7.00
Risk Category. ll
FT/RT:10(0y10(10)
HORZ(LL): 0.135 L -
• J 1513 /- /- /900 /373 /-
EXP: B Kzt: NA
Plate Type(s):
HORZ(TL): 0.256 L -
- Wind reactions based on MWFRS
Des Ld: 37.00
Mean Height: 15.00 ft
WAVE
Creep Factor: 20.
A Br Width = 7.6 Min Re 1.5
9 q =
NCBCLL: 10.00
TCDL: 4.2 sf
p
Max TC CSI: 0.468
J Width=re Min =1.8
Load Duration: 1.25
°
BCDL: 4.2
Max BC CSI: 706
ing A 8 J are a rigid surface. .
Spacing: 24.0
Parallel
MWFRS Parallel Dist: h12 to h
Bearings A 8 J require a seat plate.
C8C Dist a: 3.80 it
Max Web CSI: 0.750
Maximum Top Chord Forces Per Ply (Ibs)
Lac. from not in 9.00
Wgt: 311.5lbs
Chords Tens.Comp. Chords Tens. Comp.
GCpl: 0.18 .18
i:
Wind Duration: 1.60
VIEWVer. 19.01.00A.0618.15
A-B 366 -635 F-G 934 -2165
Lumber
B•C 1309 -3270 G-H 927 -1965
C - D 1176 -2818 H -1 925 -2137
Top chord 2x4 SP #2 :T1 2x8 SP 2400f-1.8E:
D-E 887-2007 I-J 1055 -2665
:T22x6 SP#2:
Bot chord 2x4 SP#2:B1, B22x6 SP#2:
E-F 993-2DO4 J-K 35 0
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Bracing
Chords Tens.Comp. Chords Tens. Comp.
(a) Continuous lateral
restraint equally spaced on member.
B - V 3175 -1079 R - O 2474 -774
Plating Notes
V-U 3166-1077 Q-N 32 -11
U - T 3166 -1077 N - M 2304 -831
All plates are 1.5X3 except as noted.
T-R 2506 -78B M-L 2304 -831
(")1 plate(s) require special positioning. Refer to scaled plate plot details for
S - P 32 -13 L - J 2306 -831
special positioning requirements
Tray Scab(s)
(2) 2x8x9-3-5 x SP 2400f-1.8E scabs at left end. Attach one scab to each outer face
of chord with: 0.131'x3', min. nails @ 8' oc, Plus additional nail dusters at: BRG.:
(4), heel: (6). 1st panel point: (2).
Wind
Wind loads based on MWFRS with additional C&C member design.
"WARNING- Please 0arouchlv review8re'A-1 ROOF
TDDN
seal an anv TDD remesents an
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
V-C
76 -162
O-F
180
-108
C - T
336 -770
O - G
202
-150
D-T
449 -135
O-N
1970
-636
D-O
449 -904
P-Q
83
0
S-R
43 -5
G-N
129
-442
E-0
1362 -6B0
N-1
271
-536
O-P
113 0
1-L
217
0
Job Truss Truss Type Qty Ply 02/0512020
WRMSBM1674BG A11 HIPS 1 I1 I 2470
55X6
D E
a3X6 m5X6
F G H
ill
12
6 T1
�2X4C (a)
o (a) Ie�2X4
b B a 6$X6
T QT A
1 1 —3X8 S J�3XK(At)
O O N M L 84
03X6(R) N2X4 E464 m3X6 m3X8 E3X6
SEAT PLATE REG. SEAT PLATE REG. SEAT PLATE REG.
1371 i 24T'3 i
Loading Criteria (psq
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 10.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 7.00
Risk Category: II
EXP: B K t: NA
Des Ld: 37.00
Mean Height 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Load Duration: 1.25
BCDL: 4.2 psf .
Spacing: 24.0'
MWFRS Parallel Dist' h/2 to h
C&C Dist a: 3.79 it
Loc. from endwall: not in 9.00'
GCpi: 0.18
Wind Duration: 1.60
Top chard 2x4 SP #2 :T1 2x4 SP 24001-2.0E:
Bot chord 2x4 SP #2:84 2x4 SP 24001-2.0E:
Webs 2x4 SP #3
Code I Misc Criteria
Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT1RT:10(0v10(10)
Plate Type(s):
WAVE
Bracing
(a) Continuous lateral restraint equally spaced on member.
Plating Notes
Al plates are 3X4 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use puriins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 8.27 26.94
BC 75 0.00 37.79
Apply puffins to any chords above or below fillers
at 24' OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Left bottom chord exposed to wind.
"WARNING"
De0/CSI Criteria
A Maximum Reactions (Ibs)
PP Deflection In Ioc L/de8 I-1#
Gravity Non -Gravity
VERT(LL): 0.042 L 999 360
Loc R+ / R- / Rh I Rw / U / RL
VERT(CL): 0.080 L 999 240
R 473 P /- /428 /159 /186
HORZ(LL): 0.012 L - -
P 1737 P !- /971 /395 /-
HORZ(TL): 0.022 L - -
J 944 P !- /602 /234 !-
Creep Factor. 2.0
Wind reactions based on MWFRS
Max TC CSI: 0.805
R Brg Width = 6.9 Min Req = 1.5
Max BC CSI: 0.493
P Brg Width = 7.6 Min Req = 2.0
Max Web CSI: 0.924
J Brg Width = 7.6 Min Req = 1.5
Bearings R, P. & J are a rigid surface.
Wgt: 250.6 Ibs
Bearings R, P. & J require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
VIEW Ver. 19.01.00A.0618.15
Chords Tens.Comp. Chords Tens. Comp.
A- B 37 0 F- G 488 -200
B - C 262 -491 G - H 396 -602
C-D 206 -197 H-1 507 -10W
D-E 174 -117 I-J 637 -1440
E-F 48B -200 J-K 35 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp
R - Q 636 -706 N - M 900 -180
Q - P 636 -706 M - L 900 -180
P-0 370 -218 L-J 1231 -449
O - N 370 -218
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
B- R
363 -405
T - U
335
-267
B - S
379 -146
E - U
589
-7&4
R-S
694 -437
P-U
951
-1567
C - T
289 -307
U - G
620
-1215
S - Q
344 -464
U - N
822
-365
S-T
521 -432
G-N
267
-3
S-P
1090 -781
N-H
247
-407
D-T
164 -262
H-L
422
-67
T - E
608 -476
L - I
306
-375
TERMS and CONDITIONS CUSTOMER ('BUYER-) ACKNOWLEDGMENT' form.
ear afaranoa sheet before use. UNasa ofM1anMae steted on Ne TOD, oNy Npne
awinewl. the seal on anv TOD ranrasents an awentanm of the nmf—onA enninnnE
&.1 R Tnmaa
Ne
Job Truss Truss Type City Ply 02/05/2020
WRMSBM1674BG Al2 I HIPS 11 11 I A 4.250
9' —�
12 %SX8 =-4X4
C D
T6 I u1.5X4
o B J
Ia T.
-5X6
1T 1 6X6 W1.5X4 S R Q P Ka=3%6(A7
WI—l1 11 Z V X UTV-4X8=3X6 m M L
m3X8 ®3Xm
N1.SX4-3X6 e5X6
E F G H
8 1.5%4 -4X4
SEAT PLATE REQ. SEAT PLATE RED, SEAT PLATE REO.
13,311 i 24'8.3
14'5'6 11S 778 i 14»{
II
Loading Criteria (,q
Wind Criteria
Code I Misc Criteria
Deb/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Sld: ASCE 7-10
Code: FBC 2017 RES
PP Deflection In foe L/defl L/# Gravity Non -Gravity
TCDL: 10.00
Speed: 160 mph
TPI Std: 2014
VERT(LL): 0.071 P
999 360 Loc R+ / R- / Rh ! Rw I U / RL
BCLL: 0.00
Enclosure: Closed
Rep Factors Used: Yes
VERT(CL): 0.134 P
999 240 Z 463 /- /- 1426 1206 /149
BCDL: 7.00
Risk Category. If
FT/RT:10(Ov10(10)
HORZ(LL): 0.023 M
- - X 1835 /- /- 1982 1406 /-
Des Ld: 37.00
EXP: B Kzt: NA
Plate Type(s):
HORZ(TL): 0.044 M
- - K 894 /- 1- 1559 1230 !-
Mean Height: 15.00 It
WAVE
Creep Factor. 2.0
Wind reactions based on MWFRS
NCBLoad
TCDL: 4.2 psf
Max TC CSI: 0.793
Z Brg Width = 6.9 Min Req = 1.5
Du: tion:
Load Duration: 1.25
BCDL: 4.2 pst
Max BC CSI: 0.804
X Brg Width = 7.6 Min Req = 2.2
Spacing: 24.0'
MWFRS Parallel Dist: hl2lo h
K Brg Width = 7.6 Min Req = 1.5
C&C Dist a: 3.79 ft
Max Web CSI: 0.655
Bearings Z, X, & K are a rigid surface.
Loc. from endwall: not in 9.00
Wgt: 231.0 Ibs
Bearings Z, X, & K require a seat plate.
GCpi: 0.18
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
VIEW Ver. 19.01.00A.0618.15 Chords Tens.Comp. Chords Tens. Comp.
Lumber
Top chord 2x4 SP#2
A-B 37 0 G-H 583 -1095
Bot chord 2x4 SP #2
B - C 588 -352 H -1 850 -1611
Webs 2x4 SP#3
C-D 869 -297 I-J 765 -1641
D - E 281 -392 J - K 659 -1444
Bracing
E-F 281 -392 K-L 35 0
(a) Continuous lateral
restraint equally spaced on member.
F - G 281 -392
Plating Notes
All plates are 3X4 except as noted.
Pudins
In lieu of stmctural panels or rigid ceiling use pudins
to laterally brace chords as follows:
Chard Spacing(in oc) Start(ft) End(ft)
TC 24 6.27 28.94
BC 75 0.00 30.29
BC 93 30.29 37.79
Apply pudins to any chords above or below fillers
at 24' OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Left bottom chord exposed to wind.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
Z-Y
173 -135
S-R
1083
-342
Y-X
42 -83
R-Q
1083
-342
W-U
504 -818
Q-N
1198
-417
X-V
9 -18
P-O
0
0
U-S
507 -835
O-M
38
-18
V- T
0 0
M- K
1249
-524
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
B-Z
580 -425
E-S
155
-315
B-Y
225 -345
G-Q
241
-48
C-Y
229 -360
Q-H
87
-128
C - W
799 -1049
H - N
620
-347
Y-W
369 -360
N-O
75
-5
W-X
945-1733
N-1
171
-165
W-D
584-1240
N-M
1245
-519
D-S
1493 -644
N-J
182
-58
U-V
90 -42
M-J
161
-320
S-G
416 -860
CONDmONS CUSTOMER (-BUYER-) AC"OWLEDGMEM- form.
sheetbe. use. UNess otheWw staW w the MD. w1v Alpine
r_n
Job Truss Truss Type City Ply 1015Q020
WRMSSM1674BG I CJ1A I JACK 11 11 I 2521
12
6 F7, C
1111.5MB I
TA
o HB T'7 v
m
1113X6E D
SEAT PLATE REQ.
�— 1-4.12 °
Loading Criteria(peq
Wind Criteria
Code /Misc Criteria
TCLL: 20.00
Wind Sld: ASCE 7-10
Code: FSC 2017 RES
TCDL: 10.00
Speed: 160 mph
TPI Sid: 2014
SCLL: 0.00
Enclosure: Closed
Rep Factors Used: Yes
BCDL: 7.00
Risk Category: II
FT/RT:10(Ov10(10)
EXP: B Kzt: NA
Plate Type(s):
Des Ld: 37.00
Mean Height: 15.00 It
WAVE
NCBCLL: 10.00
TCDL: 4.2 psf
Load Duration: 1.25
BCDL: 4.2 psf
Spacing: 24.0 °
MWFRS Parallel Dist: 0 to h12
C&C Dist a: 3.00 it
Loc, from endwall: not in 4.50
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2
Sot chord 2x4 SP #2
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use puriins
to laterally brace chords as follows:
Chord Spacing(in
oc) Start(ft) End(ft)
BC 11
0.00 0.91
Apply pudins to any chards above or below fillers
at 24' OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design
Please thoroughly mviewthe -A-1
DeBICSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): 0.000 B 999 36(
VERT(CL): 0.000 B 999 24(
HORZ(LL): 0.000 B - -
HORZ(TL): 0.000 B - -
Creep Factor: 2.0
Max TC CSI: 0.180
Max BC CSI: 0.007
Max Web CSI: 0.094
Wgt: 8.4lbs
VIEW Ver. 19.01.00A.0618.15
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ I R- I Rh I Rw / U / RL
E 178 /- !- 1171 181 /-
D 15 P /- 110 /- /-
C - 1-32 P 146 160 133
Wind reactions based on MWFRS
E Brg Width = 6.9 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing E is a rigid surface.
Bearing E requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 37 0 B-C 151 -59
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
E-D 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B-E 317 -172
IS CUSTOMER (-BUYER-) ACKNIOWLEDGMENr from.
use. Unless oMerwise stated on the Too, only Alpine
by a Coned agreed upm in wriEng by all W
a es detmed M TP41.
N WnnpiMwNnnn i�Ln60.t anYTn¢su.
Job Truss Truss Type DIN, Ply 02/052020
WRMSBM1674BG I CJ3A I JACK 11 11 I ,125 -
C
12
iv
A;
O°HB
1'119
50
1
103X6E D
SEAT PLATE REQ.
P•i— 1'11'7 —�
—1'4'12 —�
j-- 22"'15 --{
Loading Criteria (F-A Wind Criteria
Code I Mist: Criteria
DefUCSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Code: FBC 2017 RES
PP Deflection in loc L/defl L#I Gravity Non -Gravity
TCDL: 10.00 Speed: 160 mph
TPI Std: 2014
VERT(LL): 0.000 B
999 360 Loc R+ / R- / Rh / Rw I U / RL
BCLL: 0.00 Enclosure: Closed
Rep Factors Used: Yes
VERT(CL): 0.000 B
999 240 E 193 !- I- 1169 NIS /-
BCDL: 7.00 Risk Category. II
FTlRT:10(Oy10(10)
HORZ(LL): -0.000 B
- - D 38 /- /- /23 /- /-
EXP: B Kzt: NA
Des Ld: 37.00
Plate Type(s):
HORZ(TL): 0.000 B
- - C 45 /- /- 138 115 /53
Mean Height: 15.00 ft
WAVE
Creep Factor. 2.0
Wind reactions based on MWFRS
NCBCLL: 10.00 TCDL: 4.2 psf
Max TC C51: 0.197
E Big Width = . Min Req = 1.5
Load Duration: 1.25 BCDL: 4.2 psi
Max BC CSI: 0.050
D Big Width = 11.55 Min Req = -
Spacing: 24.0' MWFRS Parallel Dist: 0 to h2
C Erg Width = 1.5 Min Req = -
C&C oa: ft
Max Web CSI: 0.091
Bearing E is a rigid surface.
Loc. from
m endwatlwall: not In 4.50
Wgt: 14.0 Ibs
Bearing E requires a seat plate.
GCpi: 0.18
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
VIEW Ver. 19.01.00A.0618.15 Chords Tens.Comp. Chords Tens. Comp.
Lumber
Top chord 2x4 SP #2
A - B 37 0 B - C 156 -52
Sot chord 2x4 SP #2
Webs 2x4 SP #3
Maximum Bat Chord Farces Per Ply (Ibs)
Chords Tens.Comp.
Purlins
In lieu of structural panels or rigid calling use pudins
E- D 0 0
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
Maximum Web Forces Per Ply (Ibs)
BC 27 0.00 2.24
Webs Tens.Comp.
Apply puriins to any chords above or below fillers
at 24' OC unless shown otherwise above.
B - E 305 -178
Wind
Wind loads based on MWFRS with additional C&C member design
"WARNING— Please thoroughly reV.the -A-1 ROOF TRUSSES(°SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER ( -BUYER`) ACWOWLEDGMEN fora.
'edfy design parsoeaus and road evies on this Truss Design Drawing (MD) and the Sperlaly Engineorefee nm sheetbafore use. Unless oche Wse staled on the TOD, "Alpine
by Conbaotal upon inviting by all part
a as dermed in TPN.
,w4 Nw wtltu. � a L1 WaWTnea
Job Truss
WRMSBM1674BG I J3GE
Truss Type
JACK
Cry Ply
1 I1
02/05M20
2527
1 i4"
SEAT PLATE REQ.
27"11
D 1111.5X4
Loading Criteria (psq Wind Criteria
Code / Misc Criteria
DegICSI Criteria
♦ Maximum Reactions (Ibs), or•=PLF
TCLL: 20.00 Wind Std: ASCE 7-10
Code: FBC 2017 RES
PP Deflection in loc Udefl L/#
Gravity Non -Gravity
TCDL: 10.00 Speed: 160 mph
TPI Sid: 2014
VERT(LL): NA
Loc R+ / R- / Rh / Rw 1 U / RL
BCLL: 0.00 Enclosure: Closed
Rep Factors Used: Yes
VERT(CL): NA
D' 106 /- /- f76 /13 115
BCDL: 7.00 Risk Category: II
FT1RT:10(Ov10(10)
HORZ(LL): 0.001 D - -
Wind reactions based on MWFRS
EXP: B Kzt: NA
Des Ld: 37.00 Mean Height: 15.00 it
Plate Type(s):
WAVE
HORZ(TL): 0.001 D - -
D Brg Width = 31.7 Min Req = -
NCBCLL: 10.00 TCDL: 4.2 psf
Creep Factor. 2.0
Bearing B is a rigid surface.
Load Duration: 1.25 BCDL: 4.2 psi
Max TC CSI: 0.186
Bearing B requires a seat plate.
Spacing: 24.0MWFRS Parallel Dist: h to 2h
Max SC CSI: 0.046
Maximum Top Chord Forces Per Ply (Ibs)
C&C Dist a: 3.00 it
Max Web CSI: 0.038
Chords Tens.Comp. Chords Tens. Comp.
Loc. from endwall: not in 9.00
Wgl: 14.0 Ibs
A - B 35 0 B - C 23 -53
GCpi: 0.18
Wind Duration: 1.60
VIEW Ver. 19.01.00A.0618.15
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber
Chords Tens.Comp.
Top chord 2x4 SP #2
B - D 155 -31
got chord 2x4 SP 42
Webs 2x4 SP #3
Maximum Web Forces Per Ply (Ibs)
Purlins
Webs Tens.Comp.
In lieu of structural panels or rigid ceiling use pudins
C - D 89 -54
to laterally brace chords as follows:
Chord Spacing(n oc) Stari(ft) End(ft)
SC 30 0.15 2.64
Apply pudins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
'A-t ROOFTRUSSES ('SELLER-), GENERALTERMS and CONDMONS CUSTOMER ('BUYER') ACKNOWLEDGMENT' form.
TDD in be valid.
design
RMToi
The ei
t out in
Job Tmss
WRMSBM1674BG R
Truss Type
EJAC
7 11y I 1120s12020
2692
0.
T
SEAT PLATE RED.
�-- 1'4- —1- 7'
Loading Criteria (pit
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 10.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 7.00
Risk Category. II
EXP: B Kzt: NA
Des Ld: 37.00
Mean Height: 25.00 ft
NCBCLL: 10.00
TCDL: 4.2 psi
Load Duration: 1.25
BCDL: 4.2 psf
Sparing: 24.0 °
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50
GCpb 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Code I Misc Criteria
Code: FBC 2017 RES
TPI Sld: 2014
Rep Factors Used: Yes
FTIRT:10(0y10(10)
Plate Type(s):
WAVE
Wind
Wind loads based on MWFRS with additional C&C member design.
Left bottom chord exposed to wind.
'RNARNING- PleasetMmugNyr .Ifire'A-I ROOF TRUSSES
off, dwign para,.r. and rood rotes on ihis Truss Design Drawing (ME
gnat! r plates shefi be used for Ne TDD to bawW. Asa buss Design E
Defi/CSI Criteria
PP Deflection in too Udefl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.015 D - -
HORZ(TL): 0.027 D - -
Creep Factor. 2.0
Max TC CSI: 0.711
Max BC CSI: 0.640
Max Web CSI: 0.000
Wgt: 23.8 Ibs
VIEW Ver. 19.01.00A.0618.15
GENERAL TERMS and CONDITIONS C
jalN EaoT. referenoa sheet before use.
C
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- I Rh / Rw / U / RL
B 361 /- A /328 /132 /182
D III /- 1- M42 167 /-
C 187 P /- /95 /131 P
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width =1.5 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 35 0 B-C 84 -140
Maxlmum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
Wilding Designer and Conba .. An notes set out in the TOO and No pracOres and
Inc W,enerelgukanoa. TP4l defines the respcnsibintleseM tlutles of Ne Truss
upminwUNI,yanpaNesimolvad. The Spedalty EnSneeris NOTgre
n Wn NM1 RMT—
Job Truss
WRMSRM1674BG I RC
Truss Type
EJAC
Qty I Ply
8 1
02/052020
2689
SEAT PLATE REQ.
A
1-4- T— 2'62 4 44'6 �I
T
i
ij
Loading Criteria (mit
Wind Criteria
Code / Misc Criteria
DeIIICSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Code: FBC 2017 RES
PP Deflection in loc L/de8 L#F
Gravity Non -Gravity
TCDL: 10.00
Speed: 160.mph
TPI Sid: 2014
VERT(LL): 0.171 F 482 360
Loc R+ / R- / Rh / Rw / U / RL
BOLL: 0.00
Enclosure: Closed
Rep Factors Used: Yes
VERT(CL): 0.316 F 260 240
B 361 1- /- 251 1132 1182
BCDL: 7.00
Risk Category II
FTIRT:10(0v10(10)
HORZ(LL): 0.081 G - -
E 98 I- P /67 119 /-
Des Ld: 37.00
EXP: B Kzt: NA
Plate Type(s):
HORZ(TL): 0.151 G - -
D 190 /- /- /94 /132 P
Mean Height: 25.00 It
WAVE
Creep Factor. 2.0
Wind reactions based on MWFRS
NCBCLL: 10.00
TCDL: 4.2 psf
MaX TC CSI: 0.786
B Brg Width = 7.6 Min Req = 1.5
Load Duration: 1.25
BCDL: 4.2 psf
E Big Width =1.5 Min Req = -
Spaclng:24.0'
MWFRS Parallel Dist: 0 to h12
Max BC CSI: 0.348
D Big Width = 1.5 Min Req = -
C&C Dist a: 3.00 itMax
Web CSI: 0.279
Bearing B is a rigid surface.
Loc. from endwall: not in 9.00
Wgt: 28.0 Ibs
Bearing B requires a seat plate.
Gatio 0.18
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
:1.6
VIEW Ver. 19.01.00A.0618.15
Chords Tens.Comp. Chords Tens. Comp.
Lumber
Top chord 2x4 SP#2
A-B 35 0 C-D 85 -118
But chord 2x4 SP#2
B-C 0 -197
Webs 2X4 SP #3
Plating Notes
(++) - This plate works for both Joints covered.
Wind
Wind loads based on MWFRS with additional C&C member design.
"WARNING^
Verify design pal
TERMSaria CONOMONS CUSTOMER
rer reference sheet we. use. UNeu oNi
§gineerJ, Ne seal an anYTOD mpreseNa
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-H 84 -73 G-E 0 0
C-G 81 -36 H-F 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
G-H 72 -34
form.
is by ell pelves Involved. The
aWrn�eua
set pal In the MDend fhe p.d aria
the responslNlides and duties of Me Tmu
ipe alty Eigireer N NOT Ne
JUNE 20, 2019 I TYPICAL HIP / KING JACK CONNECTION I STDTLOI Y
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
Attach End Jack's
w/ (4) 16d Toe Nails @ TC
& (3) 16d Toe Nails @ BC
0
r
Attach King Jack w/ (3) 16d Toe
,Nails @ TC & BC
3ch Corner Jack's
(2) 16d Toe Nails
� TC & BC (Typ)
Attach Comer Jack's
w/ (2) 16d Toe Nails @ TC &
BC (Typ)
FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772-409.1010
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
I' - 3' MAX.
DIAS. BRACE
AT 1/3 POINTS
IF NEEDED
IT IS THE RESPONSIBILITY OF THE BLDG.
DESIGNER OR THE PROJECT ENGINEER/ARCHITECT
TO DESIGN THE CEILING DIAPHRAGM AND ITS
ATTACHMENT TO THE TRUSSES TO RESIST ALL
OUT OF PLANE LOADS THAT MAY RESULT FROM
THE BRACING OF THE GABLE ENDS.
HORIZONTAL BRACE
(SEE SECTION A -A)
TRUSSSES 0
24' O.C.
2XG DIAGONAL BRACE SPACED 48'
O.C. ATTACHED TO VERTICAL WITH
(4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - IOd COMMONS.
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH. FASTEN PURLIN TO BLOCKING
W/ (2) - 16d NAILS (MIND.
PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
\ BRACE AND THE TWO TRUSSES ON
\EITHER SIDE AS NOTED. TOENAIL
\ BLOCKING TO TRUSSES WITH (2) -
\ 10d NAILS AT EACH ENO. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
(5) - 10d COMMON WIRE NAILS.
L9J1/1111
CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONG
SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL
NAILING SCHEDULE:
- FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (131'
X 3') NAILS SPACED 6' OZ.
- FOR WINO SPEEDS GREATER 120 MPH (ASCE 7-99, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
(131'X3') NAILS SPACED S' O.C. (2X4 STUDS MINIMUM).
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI
BRACING METHODS SHOWN ON PAGE 1 ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIOE OF THE STRUCTURE.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED /
STUDS. TRUSSES WITHOUT INLAYED
\ STUDS ARE NOT ADDRESSED HERE
STANDARD GABLE I
TRUSS
"^TURAL
TRUSS
STUD
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUDS ONLY.
1.
12/23/19 PIGGY -BACK TRUSS STDTL04.1
A-1 ROOFTRUSSES
:446i ST,LUCIE BLVD.
FORT PIERCE, FL'34946
772409.1010:
PIGGY -BACK DETAIL (TYPICAL)
180 MPH WIND, 30.00 FT MEAN ROOF HEIGHT, A.S.C.E. 7-10, PARTIALLY ENCLOSED BLDG.
LOCATED ANYWHERE AT ROOF, EXPOSURE C, WIND D.L = 5.0 P.S.F. (MIN.), KZT= 1.00.
OR...
160 MPH WIND, 30.00 FT MEAN ROOF HEIGHT, A.S.C.E. 7-10, PARTIALLY ENCLOSED BLDG.
LOCATED ANYWHERE AT ROOF, EXPOSURE D, WIND D.L= 5.0 P.S.F. (MIN.), KZT= 1.00.
IMPORTANT NOTE:
TOP CHORDS OF TRUSSES SUPPORTING PIGGY -BACK CAP TRUSSES MUST BE ADEQUATELY
BRACED BY SHEATHING AND/ OR PURLINS. THE BUILDING ENGINEER OF RECORD SHALL
PROVIDE DIAGONAL BRACING OR OTHER SUITABLE ANCHORAGE TO PERMANENTLY
RESTRAIN PURLINS AND LATERAL BRACING FOR OUT OF PLANE LOADS OVER GABLE ENDS.
MAXIMUM TRUSS SPACING IS NOT TO EXCEED 24" O.C.
DETAIL IS NOT APPLICABLE IF CAP SUPPORTS ADDITIONAL LOADS SUCH AS CUPOLA,
STEEPLE, CHIMNEY OR DRAG STRUT LOADS.
"REFER TO ENGINEER'S SEALED TRUSS DESIGN DRAWINGS FOR PIGGY -BACK AND BASE
TRUSS SPECIFICATIONS"
PIGGY -BACK TRUSS. (REFER
TO ACTUAL TRUSS DESIGN
DRAWINGS FOR ADDITIONAL
INFORMATION.)
2'-0"
MAX
OPTION NO. 1 - TEE-LOK
3" x 8" TEE-LOK MULTI -USE CONNECTION PLATES -SPACED
AT 4'-0" O.C. MAX. PLATES SHALL BE PRESSED INTO
PIGGY -BACK TRUSS AT 4'-0" O.C. STAGGERED FROM
EACH FACE AND NAILED TO BASE TRUSS WITH 4 EACH
6d (1.S' X 0.099") NAILS IN EACH PLATE TO ACHEIVE
MAXIMUM UPLIFT CAPACITY OF 377 LBS AT EACH 3" X 8"
TEE-LOK MULTI -USE CONNECTION PLATE (MINIMUM OF 2
PLATES).
OPTION NO.2 - APA RATED GUSSET:
8" x 8" x 0-7/16" (MIN.) APA RATED SHEATHING GUSSETS
EACH FACE. ATTACH AT 8'-0" O.C. w/ 8 (EACH) 6d
COMMON (0.113" x 2") NAILS PER GUSSET: 4 (EACH) AT
CAP BOTTOM CHORD & 4 (EACH) AT BASE TRUSS TOP
CHORD. GUSSETS MAY BE STAGGERED AT 4'-0" O.C.
FRONT TO BACK FACES. MINIMUM TWO (2 EA.)
CONNECTIONS AT EACH TRUSS.
OPTION NO.3 - 2X4 VERTICAL WOOD SCAB:
2X4 SPF #2, FULL CHORD DEPTH SCABS AT EACH FACE.
ATTACH AT 8'-0" O.C. w/6 (EACH) I0d BOX NAILS (0.128"
x 3") PER SCAB: 3 (EACH) AT CAP BOTTOM CHORD AND
3 (EACH) AT BASE TRUSS TOP CHORD. SCABS MAY BE
STAGGERED 4'-0" O.C. FRONT TO BACK FACES.
MINIMUM TWO (2 EA.) CONNECTIONS AT EACH TRUSS.
OPTION #1: TEE-LOK MULTI -USE
CONNECTION PLATE.
OPTION #2: APA RATED GUSSET.
OPTION #3: 2X4 VERT. SCAB.
ATTACH EACH PURLIN TO TOP
CHORD OF BASE TRUSS. PURLIN
& CONNECTIONS BY OTHERS.
BASE TRUSS. (REFER TO TRUSS
DESIGN DRAWINGS FOR
ADDITIONAL INFORMATION.)
PURLINS SPACED ACCORDING
TO MAX. SPACING OF TOP
CHORD OF BASE TRUSS.
SPACING IS NOT TO EXCEED 24'
O.C. & PURLINS TO BE LOCATED
AT JOINT OF EACH BASE TRUSS.
.• IMPORTANT NOTE ••
THIS DETAIL IS VALID ONLY FOR SINGLE PLY BASE TRUSSES
SPACED AT 24" O.C. OR LESS.
JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED 1 STDTL05
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-4094010
VALLEY TRUSS
(TYPICAL)
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6' O.C.
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
DETAIL A
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3'X 0.131'= 10d
2. WOOD SCREW= 4.5SDS25412 SIMPSON OR
EQUIVALENT.
3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
4. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND
SECURE TO BASE TRUSSES AS PER DETAIL'A'.
5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
6. NAILING DONE PER NOS -01.
7. VALLEY STUD SPACING NOT TO EXCEED 48'O.C.
BASE TRUSSES
P 112 VALLEYTRUSS GABLE END, COMMON
(TYPICAL) TRUSS, OR GIRDER TRUSS
BEL7SEETAYW
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W/ TWO
SIMPSON SDS25412 (1/4' X 4.5-)
OR EQUIVALENT WOOD SCREWS
INTO EACH BASE TRUSS.
TRUSS CRITERIA:
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6112
CATERGORY II BUILDING
EXPOSURE
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24' O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
FEBRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL I STDTL06
GENERAL SPECIFICATIONS:
�I
1. NAIL SIZE=3'X 0.131'=10C
� 2. WOOD SCREW =3'SDS25300 SIMPSON OR EQUIVALENT.
�i 3. INSTALL VALLEY TRUSSES (24.O.C. MAXIMUM) AND SECURE PER DETAIL
�I
4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN
' DRAWINGS.
5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT
TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
A-1 ROOF TRUSSES 6. NAILING DONE PER NDS-01.
4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 46' O.C.
FORT PIERCE, FL 34916 TRUSS, OR GIRDER 7
772-409-1010 TRUSS 1
SECURE
W/(
VALLEYTRUSS y II III I I II BASE TRUSSES
II
(TYPICAL) II II I
DETAIL A
(NO SHEATHING) N.T.S.
GABLE END, COMMON
TRUSS, OR GIRDER
VALLEY TRUSS TRUSS
P 12 �\ (TYPICAL)
SEE DETAIL'A'
BELOW (NP.)
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3112 MAXIMUM 6112
CATERGORY II BUILDING
EXPOSUREC
WIND DURATION OF LOAD INCREASE 1.60
ATTACH 2X4 CONTINUOUS 92
MAX TOP CHORD TOTAL LOAD =50 PSF
SYPTOTHEROOFW/TWO
MAX SPACING= 24' O.C.(BASE AND VALLEY)
SIMPSON SDS25300 (1/4' X 3')
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
OR EQUIVALENT WOOD
SCREWS INTO EACH BASE
TRUSS.
JULY 17, 2017
11\LJJ%JLU VALLL_ 1 JL_ I UL_ 1!'LIL
IGH WIND VE
STDTL07
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
ATTA(
WIND DESIGN PER ASCE 7-98. ASCE 7-
WIND DESIGN PER ASCE 7-10: 170 MPI
MAX MEAN ROOF HEIGHT =30 FEET
CATERGORY II BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE:
MAX TOP CHORD TOTAL LOAD = 50 PSI
MAX SPACING = 24` O.C. (BASE AND VP
SUPPORTING TRUSSES DIRECTLY UNU.n v.ILu in
DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' -10" ON AFFECTED
TOP CHORDS.
NOTES:
1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES.
2. THIS DETAIL IS NOT APPLICABLE FOR SPFS SPECIES LUMBER.
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
NON.BEVELED H I
MAXIMUM 6/12 PITCH
BOTTOM CHORD
NON -BEVELED
BOTTOM CHORD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12112 PITCH)
FEBRUARY 17, 2017
STANDARD GABLE END DETAIL
STDTL08
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
V/10d NAILS, 6' O.C.
VER'
STU[
SECTION B-B
TRUSS GEOMETRY AN O CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
DIAGONAL BRACE 4' - 0' O.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
* DIAGONAL BRACING ** L - BRACING REFER
REFER TO SECTION A -A TO SECTION B-B
V
24' MAX.
NOTE:
1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE ENO TRUSS AND WALL TO
BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF
SYSTEM.
4. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR
BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT 4'-0' O.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN
WITH 16d NAILS SPACED G' O.C. HORIZONTAL BRACE TO BE LOCATED AT
THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE
STUDS WITH (3) IOd NAILS THROUGH 2X4 (REFER TO SECTION A -A)
7 GABLE STUD DEFLECTION MEETS OR EXCEEEOS L/240
VERTICALVSPACE
2X6 SP OR SPF
STUD#2
DIAGONAL
BRACE
(4) - 16d
NAILS16d
NAILS
SPACED 6' O.C.
(2) lOd NAILS
INTO 2X62XE
SP OR
SPF #2
2X4 SP OR
SPF 02L
HORIZONTAL
NAILED TO
RTICALS
SECTION A -A
V/(4) - 10d NAILS
PROVIDE 2X4 BLOCKING BETWEEN
THE FIRST TWO TRUSSES AS NOTED.
TOENAIL BLOCKING TO TRUSSES
WITH (2) - 10d NAILS AT EACH ENO.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
(4) Bd NAILS MINIMUM,
PLYWOOD SHEATHING TO
2X4 STD SPF BLOCK
B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE
9. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS
TRUSSES. IF NEEDED
10. 10d AND 16d NAILS ARE 0131'X3A' AND 0131'X35' COMMON WIRE NAILS
RESPECTIVELY.
11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE DG-01-12
BY SPIB/ALSC.
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD
SPACING
WITHOUT
BRACE
2X4
L - BRACE
DIAGONAL
BRACE
(2) DIAGONAL
BRACES AT
1/3 POINTS
MAXIMUM STUD LENGTH
2X4SP>3ISTUD
121OZ.
3-8-10
5-6-11
6-6-11
11-113
2X4 SP 931 STUD
16'O.C.
3310
4.9-12
6-641
9-10-15
2X4SPA31STUD
24'O.C.
2-86
3-11-3
5-4-12
8-1-2
2X4SP#2
12.O.C.
3.10-15
5.6-11
6&11
11-8-14
2X4 SP s2
16. O.C.
3841
4-9-12
fi&11
10-H
2X45P12
24'O.C.
3-14
3.11-3
6.2-9
9313
j� DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE
EDGE DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO
BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE
WITH 10d NAILS 6' D.C., WITH 3' MINIMUM ENO DISTANCE. BRACE MUST COVER
90'/. OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2.
ROOF
SHEATHING
(2) - 10d
NAILS
TRUSSES @ 24' O.C.
'2X6 DIAGONAL BRACE
SPACED 48. D.C. ATTACHED
TO VERTICAL WITH (4) -
16d NAILS, AND ATTACHED
TO BLOCKING WITH (5) -
10d NAILS.
HORIZONTAL BRACE
(SEE SECTION A -A)
END WALL
ROOF HEIGHT =30 FEET
BORC
190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
OF LOAD INCREASE: 1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
FEBRUARY 17, 2017 I WITH 2X BRACE ONLY I STDTL09
NOTES:
T—BRACING / I —BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
IS IMPRACTICAL T—BRACE / I —BRACE MUST COVER 90% OF WEB LENGTH.
THIS DETAIL NOT TO BE USED TO CONVERT T—BRACE / I —BRACE WEBS TO
CONTINUOUS LATERAL BRACED WEBS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
7'72.4D9.1010
NAILING PATTERN
T-BRACE SIZE
NAIL SIZE
NAIL SPACING
2X4 OR 2X6 OR 2XB
10d
6- O.C.
NOTE NAIL ALONG ENTIRE LENGTH OF T—BRACE / I —BRACE (ON
TWO—PLY TRUSSES NAIL TO BOTH PLIES)
BRACE
SIZE FOR ONE -PLY
TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE
1
2
2X3 OR 20
2X4 T—BRACE
2X4 I —BRACE
2X6
2X6 T—BRACE
2X6 1—BRACE
2X8
2X8 T—BRACE
2X8 I —BRACE
BRACE
SIZE FOR TWO-PLY
TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE
1
2
2X3 OR 2X4
2X4 T—BRACE
2X4 I —BRACE
2X6
2X6 T—BRACE
2X8 I —BRACE
2XB
2XB T—BRACE
2X8 I —BRACE
T—BRACE / I —BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS NAILS
WEB M(
NAILS WEB
I -BRACE T-BRACE
SECTION DETAILS
� � y
FEBRUARY17,2017 LATERAL BRACING RECOMMENDATIONS STDTL10
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET
ALONG A FLOOR TRUSS.
.I NOTE 1: 2X6 STRONGSACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
ddwTOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW.
4461 Si. LUCIE BLVD.
FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REOUIREMENTS FOR THE
772-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM END TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENDS.
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (00 NOT
USE METAL FRAMING \�611'1' TCH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
ANCHOQ TOPATTACHCHDRO AS (0 3131X 3)) \ NAILS - lad CAB `(0131.ITH 3X 3'). ATTACH NALS (0TO VERTICAL
\ WEB WITH (3) - 10d
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRONGBACK
ATTACH 2X4 VERTICAL
TO FACE OF TRUSS.
FASTEN TO TOP AND
BOTTOM CHORD WITH
(2) - 10d NAILS (0131'
X 7) IN EACH CHORD
ATTACH TO CHORD
WITH (2) H12 X 3'
WOOD SCREWS
(MS' DIA1
USE METAL FRAMING J ATTACH TO VERTICAL ATTACH TO VERTICAL '-INSERT SCREW THROUGH
ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 101 OUTSIDE FACE OF CHORD INTO
TO BOTTOM CHORD NAILS (0131' X 3') NAILS (0131' X 3') EDGE OF STRONGBACK (DO NOT
USE DRYWALL TYPE SCREWS)
TRUSS 2X6 4'
STRONGBACK (TYPICAL
0' WALL
SPLICE) (BY OTHERS)
THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT,
DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB
CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0131' X 3')
EQUALLY SPACED.
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM [IF 4' - 0' AND FASTEN WITH (12) -
10d NAILS (0131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY
WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL).
BLOCKING
(BY OTHERS)
FEBRUARY17,2017 1 LATERAL TOE -NAIL DETAIL I STDTLI1
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
SHOWN).
2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
TOE -NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
DIA
SP
OF
HF
SPF
SPF-S
.131
88.0
80.6
69.9
68.4
59.7
o.135
93.5
85.6
74.2
72.6
63.4
J
in
.162
108.8
99.6
86.4
84.5
73.8
�i
.128
74.2
67.9
58.9
57.6
50.3
z
.131
75.9
69.5
60.3
59.0
51.1
J
N
.148
81.4
1 74.5
64.6
63.2
52.5
ri
VALUES SHOWN ARE CAPACITY PER TOE -NAIL
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3) - 16d NAILS (0162' DIA. X 35') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 115:
3 (NAILS) X 845 (LB/NAIL) X 115 (OOL) = 2915 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30' TO 60'
45.00'
ANGLE MAY
VARY FROM
30' TO SD'
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE END DETAILS SHOWN BELOW.
VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
(20) 2 NAILS
NEAR SIDE
FXF
NEAR SIDE
SIDE VIEW
(2X4) 3 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
45.00'
SIDE VIEW
(2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
ANGLE MAY
VARY FROM
30' TO 60'
45.00°
FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTL12
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORTPIERCE, FL 34946
772-409-1010
THIS DETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
TOE -NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
DIA.
SP
OF
HF
SPF
SPF-S
LD
.131
59
46
32
30
20
z
J
.135
60
48
33
30
20
Ln
(7
.162
72
58
39
37
25
J
2
.128
54
42
28
27
19
F-
LD Z
Z
OJ
.131
55
43
29
28
19
LLI
.148
62
48
34
31
21
J
in
J
N
Q
M
Z
.120
51
39
27
26
17
Z
.128
49
38
26
25
17
O
.131
51
39
27
26
17
0
.148
57
44
31
28
20
M
NOTES:
L TOE -MAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER END AS SHOWN.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3) - 16d NAILS (0162' DIA. X 35') WITH SPF SPECIES TOP PLATE
FOR WIND DOL OF 1.33:
3 (NAILS) X 37 (LB/NAIL) X 133 (DOL FOR WIND) = 14B LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
FOR WIND DOL OF LED:
3 (NAILS) X 37 (LB/NAIL) X 1.60 IDOL FOR WINO) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
000 USE (3) TOE -NAILS ON 2X4 BEARING WALL
set USE (4) TOE -NAILS ON 2X6 BEARING WALL
NEAR SIDE
FAR S
IE
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
SIDE VIEW
END VIEW
5, 2016 1 TYP 2x2 NAILER ATTACHMENT I STDTL13
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-469-1010
0X4
2x2 NAILER ATTACHMENT
GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 170 mph, ASCE
7-10, 29'-0" Mean Height, Exp. B, C or D.
April 11, 2016
TYPICAL ALTERNATE BRACING DETAIL
FO EXTERIOR FLAT GIRDER TRUSS
STDTL14
v
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
(4) 12d
TRUSS 2411 O.C.
UPLIFT CONNECTION
(SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
12
VARIES
(4) 12d
MAX 3011 (21-611)
2x6 #2 SP (Both Faces)
2411 O.C.
SIMPSON H5
% STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND
FEBRUARY 17, 2017 1 DAMAGED OR MISSING CHORD SPLICE PLATES 1 STDTL15
AA ROOF TRUSSES
4451 ST. WCIE BLVD.
FORT PIERCE, FL 3494
7I2-409-1010
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK *
X
(INCHES)
MAXIMUM FORCE (LBS) 15% LOAD DURATION
SP
OF
SPF
HF
2X4
2X6
2X4
2X6
2X4
2X6
2X4
2X6
2X4
2X6
20
30
24'
1706
2559
1561
2342
1320
1980
1352
2028
26
39
30'
2194
3291
2007
3011
1697
2546
173E
2608
32
48
36'
2681
4022
2454
3681
2074
3111
2125
3187
38
57
42'
3169
4754
2900
4350
2451
3677
2511
3767
44
66
48'
3657
5485
3346
5019
2829
4243
2898
4347
• DIVIDE EQUALLY FRONT AND BACK
ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF
THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE
ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA. X 39.
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN
THE MAIN MEMBER. USE A MIN. 3' MEMBER ENO DISTANCE.
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C
�- SMpT
BREAK
2
'f d NAILS NEAR SIDE \01 \
+10d NAILS FAR SIDE4X'
MIN �- 6' MIN
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO
THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE).
DO NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR
DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE
TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN
THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF
SUPPORTING THE LOADS INDICATED. v
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD.
4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID
LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY.
6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS.
y
FEBRUARY17,2017 SCAB APPLIED OVERHANGS STDTL16
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-4MI010
TRUSS CRITERIA:
LOADING: 4D-ID-D-10
DURATION FACTOR: 115
SPACING: 24' D.C.
TOP CHORD: 2X4 OR 2XG
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
ENO BEARING CONDITION
NOTES:
L ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF IDd COMMON WIRE NAILS (14B' DIA. X 3') SPACED 6' O.C.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO
AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2X SC
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
IMPORTANT
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24'
O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
REFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES