HomeMy WebLinkAboutTRUSS PAPERWORK4451 ST. LUCIE BLVD
FORT PIERCE, FL 34946
PH: 772-409-1010
FX: 772-409-1015
www.AlTruss.com
TRUSS ENGINEERING
BUDDER:
PROJECT:
COUNTY:
LOT/BLK/MODEL:
JOB#:
MASTERM
RENAR
MORNINGSIDE
ST LUCIE
LOT:90 / MODEL:BERMUDA 1674 / ELEV:B2
77600
WRMSBM167462
OPTIONS: NO OPTIONS
�W A-1 ROOF
_TRUSSES
AFLORIDACORPORATION
Lumber design values are in accordance with ANSI/rPI 1-2014 section 6.3
These truss designs rely on lumber values established by others.
RE: Job WRMSBM1674B2 A-1 Roof Trusses
4451 St Lucie Blvd
Site Information:
Fort Pierce, FL 34946
Customer Info: RENAR DEVELOPMENT CO. Project Name: MORNINGSIDE
Lot/Block: Model: BERMUDA 1674
Address: MORNINGSIDE, FORT PIERCE Subdivision:
City: County: St Lucie State: FL
Name Address and Licenst:"#_of_Structural Engineer -of Record, If there is one, for the building.
Name: License #:
Address:
City:
General Truss Engineering Criteria Design Loads (InclMdual 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 39 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 61 G1 5-31.003,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
2655
A01
7/24/19
13
2539
A13
7/24/19
25
2523
CJ3A
7/24119
2
2598
A02
7/24/19
14
2514
B01
7/24/19
26
2524
CJ5
7/24/19
3
2587
A03
7/24/19
15
2515
B02
7/24/19
27
2535
HJ3
7/24119
4
2583
A04
7/24/19
16
2516
B03
7/24/19
28
2536
HJ7
7/24/19
5
2576
A05
7/24/19
17
2517
B04
7/24119
29
2537
HHS
7/24119
6
12507
1 A06 _
7/24119
18
2666
B05
7/24/19
30
2538
HJB1
7/24/19
7
2572
A07
7/24/19
19
2518
B06
7/24119
31
2525
J3
7124/19
8
2569
A08
7124/19
20
12541
1 C01
7/24/19
32
2526
J34
7/24/19
9
2555
A09
7/24/19
21
2519
1 CO2
7/24/19
33
2527
J3GE
7/24119
10
2511
A10
7/24/19
22
2520
CJ1
7/24/19
34
2528
J7
7/24119
11
2470
All
7/24/19
23
2521
1 CJ1A
7/24/19
35
2529
J7C
7/24/19
12
2513
Al2
7124/19
24
2522
CJ3
7/24/19
36
2530
1 VM02
7124119
'he Wss drawnn(s) referenced have been prepared byAlpine Engineered Products, Inc. undermydlrectsupervisim based on to parametersprovided byX1 Roof'rmsses, Ltd.
Truss Design Engineer's Name: Manuel Martinez
My license renewal date for the state of Florida is February 28,2021. '
NOTE:The seal on these drawings indicate acceptance of pmfessionalengineedng
responstrPM1y acle yforthe truss components shown.
The sutabt'ityand use of componentsforany particularbutding lathe responsibtityofthe building
designer, perANSVfP415ec.2
Digitally sign
The Truss Design Drewfng(s)(iDD[s))refererrced have been prepared based on the construction
MaRll2rMafti
documents (also referred to at tires as'Structural Engineering Documental provided bythe Building
Designarbrdiratingthe nature and charcterofthewodc
v"Y '�mti6l- 9.0i
Mart ��
�.t@:019
The design criteria therein have been transferred to Manuel Martinez PEby[A1 Roof Tmsses orspecific
4A. cxi+o
location]. These TDDs (also,refehed to atones as'Struchrral Delegated
=_ •.'
Engineering Documen57ianspecialtystruciiaJ component deslgns and may be part of the pmjec45
defermdorphasedsubmttals. As aTmss Design Englneerrm, Specialty
Engineer),the seal her and ontheTDdrppnsentsen acceptance of pmfesstonalengineering
responsloTdyforthe design of the smgleTnnit`depicted on theTDD only. The Building Designer's
sn„,,,
biblywrth theirwritten engineeringteputrements:PleasereviewallTDDs and atrelated notes. Manuel Madinez,F2
SLCbud,FL 34T71
r� Page 1 of 2
FL u G R+2o�212io�
�- A-1 ROOF
= TRUSSES
A FLORIDA CORPORATION
RE: Job WRMSBM1674B2
No.
Seq #
Truss Name
Date
37
2531
VM04
7124/19
38
2532
VM05
7/24/19
39
2533
VM06
7/24/19
40
STDL01
STD. DETAIL
7/24/19
41
STDL02
STD. DETAIL
7/24/19
42
STDL03
STD. DETAIL
7/24/19
43
STDL04
STD. DETAIL
7/24/19
44
STDL05
STD. DETAIL
7124/19
45
STDL06
STD. DETAIL
7/24/19
46
STDL07
STD. DETAIL
7124/19
47
STDL08
STD. DETAIL
7/24/19
48
STDL09
STD. DETAIL
7/24/19
49
STDL10
STD. DETAIL
7/24/19
50
STDL11
STD. DETAIL
7124/19
51
STDL12
STD. DETAIL
7/24/19
52
STDL13
STD. DETAIL
7/24/19
53
STOL14
STD. DETAIL
7/24/19
54
STDL15
STD. DETAIL
7/24/19
55
STDL16
STD. DETAIL
7124/19
Lumber design values are in accordance with ANSI/TPI 1-2014 section 6.3
These truss designs rely on lumber values established by others.
v_
Page 2 of 2
Job Truss Truss Type
WRMSBM1674B2 A01 I GABL
City I Ply
07/24/2019
2655
Loading Criteria(m0
TCLL: 20.00
TCDL: 10.00
13CLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
' Spacing:24.0'
ea W
Sui M's, sre MR,RO.
1 un,'l iIaCa�
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzl: NA
Mean Height: 25.00 It
TCDL: 4.2 psf
BCDL: 4.2 psf
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
Top chord 2x4 SP M-30 :T3, T4, T6 2x4 SP #2:
Bot chord 2x4 SP #2
Webs 2x4 SP #3 :W7, W9 2x4 SP 42:
a,1 51! aft 5,0
Code I Misc Criteria
Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Varies by Ld
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Bracing
(a) Continuous lateral restraint equally spaced on member.
Special Loads
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
TC: From fit pif at -3.97 to 62 pif at 8.68
TC: From 31 pif at 8.68 to 31 pif at 15.03
TC: From fit pif at 15.03 to 62 pif at 36.70
BC: From 14 pif at -2.64 to 14 pit at 8.40
BC: From 7 pif at 8.40 to 7 pit at 15.62
BC: From 14 pif at 15.62 to 14 pif at 35.36
TC: 83 lb Conc. Load at 8.64.10.64,12.64,14.64
BC: 51 lb Cone. Load at 8,64,10.64,12.64,14.64
Plating Notes
All plates are 1.5X4 except as noted.
Purling
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 0 -2.64 26.02
BC 97 0.20 8.25
BC 36 8.25 15.67
BC 75 15.77 35.22
Apply purling, to any chords above or below fillers
at 24' OC unless shown otherwise above.
DegICSI Criteria
PP Deflection in lac Udell L/#
VERT(LL): 0.173 E 999 361
�BFERT(CL): 0.367 E 602 241
HORZ(LL): 0.078 F - -
HORZ(TL): 0.165 F - -
Creep Factor: 2.0
Max TC CSI: 0.890
Max BC CSI: 0.996
Max Web CSI: 0.840
Wgt: 312.21bs
VIEW Ver. 19.01.00A.0618.15
Wind
Wind loads and reactions based on MWFRS.
Bearing Block(s)
Big blccks:0.131'x3', min. nails
brg x4oc #blocks lengthlbik #nails/blk wall plate
2 18.000' 1 19' 13 Rigid Surface
Brg block to be same size and species as chord.
Refer to drawing CNNAILSP1014 for more information.
Additional Notes
See STD DETAILS for gable wind bracing requirements.
Loading
TRiss designed to support 2-0-0 lop 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.
Please thoroughly review Me'A.1 ROOF TRUSSES (°SELLER°), GENERAL TERMS and
parameters and read notes on this Truss Design Drawing (MD) and the Speolany Engineer reference
tes shall be used for the TDD to be valid Ave Truss Dmlgn EnginmMg Q.e. Sp dalty Egineer), Me
for Me design of the single Truss depicted on the Too only, under VIA. The design assumptions, loa
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ f R- / Rh / Rw / U / RL
AS 911 f- P I- /442 /13
Y 5506 f- P /- /1448 P
S 1060 A f- l- 1374 1-
Wind reactions based on MWFRS
AS Big Width = 7.6 Min Req = 1.5
Y Big Width = 7.6 Min Req = -
S Big Width = 7.6 Min Req = 1.5
Bearings AS, Y, & S are a rigid surface.
Bearings AS, Y. & S require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C
2829 -1053
J - K
1974
-665
C-D
1507-20M
K-L
2030
-667
A - B
75 -39
L - M
2025
-670
B -AS
2047 -2172
M - N
2021
-673
D - E
1754 -592
N - O
2074
-685
E-F
1785 -600
O-P
1941
-658
F-G
1786 -599
P-Q
1988
-670
G-H
1831 -610
Q-R
315
-527
H-I
1813 -601
R-S
357 -1117
1-1
1816 -607
S-T
75
-39
Maximum
Bot Chord Forces Per
Ply (Ibs)
Chords
Tens.Comp.
Chords
Tens. Comp.
C -AC
921 -263
Y - W
52
-190
AC -AB
129 -37
W-V
368
-274
AA-Z
280 -33
V-U
368
-274
Z-X
1165-32B3
U-S
841
-186
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Camp.
D-AC
111 -144
J-AL
617 -1862
D-AD
1036-3161
AL-X
1256 -4307
D-AA
764 -184
AL -AN
1631
-488
AC -AA
804 -249
AM-K
83
-309
AD-AE
1039-3172
X-Y
1455 -5489
AA -AB
62 0
X-AP
1162 -3576
AA-AH
1554 -496
X-W
251
-351
AE-AA
220 -611
AN -AO
1633
-489
AE-AF
1050-3230
AO-M
136
-417
AF-AG
1054 -3243
AO -AP
1641
-490
AG-AH
1056-3250
AP-W
320
-128
AH- Z
418 -1377
AP-AQ
666 -1736
AH-AI
627-1593
W-Q
129
-466
Z-AL
3720 -1118
AQ-AR
862 -1723
ing Is ins Manuel Marine; P.E.
d any field #047182
dices and 4620 PakVm Dr
&Me Truss St Cloud, FL 34771
icier. Al notee set out
TPIA defines Me rm
invohred. The Special
Job Truss Truss Type City Ply
WRMSBM1674B2 A02 COMN 1 1
1TB• 2aY'--
07/24/2019
SEAT PIATE moa SEAT PIAn Mo.
2598
Loading Criteria (pan
Wind Criteria
Code I Mlsc Criteria,
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wnd Std: ASCE 7-10
Code: FBC 2017 RES
PP Deflection in loc L/defl L#
Gravity Non -Gravity
TCDL: 10.00
Speed: 160 mph
TPI Sid: 2014
VERT(LL): 0.076 C 999 360
Loc R+ / R- / Rh / Rw ! U / RL
BCLL: 0.00
Enclosure: Closed
Rep Factors Used: Yes
VERT(CL): 0.162 C 999 240
T 460 !- /- /221 1150 /313
BCDL: 7.00
Risk Category:.11
FT/RT:10(0)/10(10)
HORZ(LL): 0.033 C - -
P 2146 !- /- /1196 1481 /-
Des Ld: 37.00
EXP: B Kzt: NA
Plate Type(s):
HORZ(TL): 0.070 C - -
K 637 /- !- 1489 1188 I -
Mean Height: 15.00 ft
WAVE
Creep Factor. 2.0
Wind reactions based on MWFRS
NCBCLL: 10.00
TCDL: 4.2 psi
Max TC CSI: 0.748
T Big Width = 7.6 Min Req = 1.5
Load Duration:1.25
'
BCDL: 4.2 psi
Max BC CSI: 0.902
P Brg Width = 3.5 Min Req = 2.5
Spacing: 24.0'
MWFRS Parallel Dist 0lo hY2
K Big Width = 7.6 Min Req = 1.5
C8C Dist a: 3.80 ItMax
Web CSI: 0.885
Bearings T, P, & K are a rigid surface.
Lac. from endwall: not In 4.50
Wgt: 226.81bs
Bearings TT& K require a seat plate.
GCpi: 0.16
Maximum Tap Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
VIEW Ver. 19.01.00A.0618.15
Chords Tens.Comp. Chords Tens. Comp.
Lumber
Top chard 2x4 SP 42
B - C 1422 -531 F - G 1033 .202
Bot chord 2x4 SP#2
C-D 763-1132 G-H 1096 -192
Webs 2x4 SP#3
A-B 35 0 H-1 1182 .276
B-T 1028-1166 I-J 345 -419
Bracing
D-E 210 -93 J-K 369 -773
(a) Continuous lateral
restraint equally spaced on member.
E - F 252 -77 K- L 35 0
Purling Maximum Bot Chord Forces Per Ply (Ibs)
In Ileu of structural panels or rigid ceiling use purling Chords Tens.Comp.
Chords Tens.
Comp.
to laterally brace chords as follows: C - S 543 -207
P - N 12
-3
Chord Spacing(in oc) Start(ft) End(ft)
_
TC 0 -2.64 3.00 S - R 9 -17
N - M 12
-3
BC 75 0.20 35.22 Q - O 289 -206
M - K 633
-262
Apply pudins to any chords above or below fillers
at 24' OC unless shown otherwise above. Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
Wind
Webs Tens.
Comp.
Wind loads based on MWFRS with additional C&C member design. D - S 102 -36
O - P 821
-2099
D-Q 297 -611
O-H 264
-315
S-Q 639 -193
0-1 512
-881
Q- R 78 0
O- M 244
-491
Q-F 361 -10
1-M 607
-200
F-0 395 -790
M-J 318
-442
G-0 383-1131
^WARNING" Please thoroughly review the-A-1ROOF TRUSSES("SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER(•BUYER') ACKNOWLEDGMENT' form.
Verify design Pessimism and read notes on We Truss Design Dmwng (TOD) and Ne Specialty Eng"meer reference sheet before use. Unless otherxise sited an Me Too. only Alpine
mnne platsshe8bomedfw Ne TDDtobavali4. As a Truss Design Engineering Re. Specialty Engineer), the seal on airy TDD represent an acceptance of the professional engineedn
responsibility for the design aides single Truss depicted an Me TOD.*, under TPI-1. The design assumptions, biding conditions, suitability and use ofthis Truss foreny Building is Me
Manuel Martinez, P.E.
responsibility, Oft Owner, the O«ners sultndzed agent write Budding Designer, in to ranted of We IRC, the 180, keel building code and TPI-1. TheapprevelOthe TDD and wryfield
#047182
use of the Tmss, including handling, storage, Installation and baring shall bs Me responsibility of Me Building Designerand Contactor. AllnotessetoutinthemDandthepactimsand
4620 PaDr
�ew
guidelines Building Component Safety hdoimetion(BSCh puNtAed byTPl and SBCA are referenced fngeneal guidance. TP4l defines the responsibilities and duties of Me Truss
St Cloud, FL 34771
Designer.imcalty Engineer and Truss Manufacturer, unless otM1wwise defined by a Carmel agreed upon In writing by all pandes involved. The Speciatty, Engineer is NOT Me
Building Deslgnerar Tmss System Engineerof any building. Mmphaltedlermaareasdefnedin TPl-1.
fmvMMOMIfl A.1 RMTuc�na-RnrvMivJvn Nlala Nnmmr. Nwmlmm. u orMIMM VNMEtlwwMx, rcmmLu4in MA.1 pmlTnttva
Job
WRMSBM1674B2
1 was
A03
Imss type
COMN
try 11y I Uf/Z4/ZUIU
2587
u
Loading Criteria (Pa0
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 °
Top chord 2x4 SP #2
got chord 2x4 SP #2
Webs 2x4 SP #3
SEATPIATERE0. SEAT TE REQ.
j1w! -W10.14
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: If
EXP: B Kzt'.NA
Mean Height: 25.00 ft
TCDL: 4.2 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.80 ft
Loc. from endwall: not in 9.00
GCpi: 0.18
Wind Duration: 1.60
1WS6
e
Code / Misc Criteria
Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
Deg/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.025 S 999 360
VERT(CL): 0.054 S 999 240
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R• 1 Rh 1 Rw / U 1 RL
B, 639 A 1- 1381 1250
/332
FT/RT:10(0Y10(10)
HORZ(LL): 0.011 M
- -
P 1837 A l-
1914 /655
I-
PlateType(s):
HORZ(fL): 0.021 M
- -
K 693 /- /•
1498 1270
WAVE
Creep Factor. 2.0
Wind reactions based on MWFRS
Max TC CSI: 0.675
B Brg Width = 7.6
Min Req = 1.5
Max BC CSI: 0.943
P Brg Width = 3.5
Min Req = 2.2
Max Web CSI: 0.782782
K • Brg Width = 7.6
Min Req = 1.5
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)
BC 75 0.15 10.79
BC 93 10.79 18.53
BC 120 18.53 37.85
Apply purlins 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" Please thoroughly review Me-A-1
Wgt: 225.4lbs
VIEW Ver. 19.01.00A.0618.15
and
Bearings B, P, & K are a rigid surface.
Bearings B & K require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A-B
35
0
G-H
696
-129
B - C
319
-825
H -1
295
-448
C-D
187
-577
I-J
280
-540
D - E
195
-495
J - K
403
-891
E-F
603
-84
K-L
35
0
F-G
628
-52
Maximum got Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-T 674 -265 P-N 12 -3
T-S 3 -8 N-M 12 -3
S-O 0 0 M-K 738 -223
R-O 482 -260
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
C - T
140 -158
O - P
725 -1789
C - R
242 -Z71
O - G
242
-296
T-R
713 -Z74
O-H
482
-777
R-S
73 0
O-M
269
-85
R - E
420 -48
H - M
498
-157
E-O
406 -876
M-J
322
-434
F-O 284 -745
form.
tem5 am es defined n 1PI-1.
, ortJtiNiMwI1kW tlwwiX„n �en010.�Nn of M1 RmfTnww.
or eny Building is the Manuel Marne; P.E.
Ne TDDandanyleld %047162
and Me practices and 4620 PaeKVm Dr
and duties of Me Twsa St Cloud, FL 34771
Is NOT Ne
Job Truss Truss Type
WRMSBM1674B2 A04 ICOMN
City Ply
1 1 1
07/24/2019
2583
Loading Criteria (ps0
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCOL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0"
R
2V4-
SEATPIATEREQ. SEATPLAMRC0.
C 18'694 19'62�
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 25.00 it
TCDL: 4.2 psf
BCOL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
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
Bot chord 2x4 SP #2 :B4 2x4 SP M-30:
Webs 2x4 SP #3
Code / Misc Criteria
Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:10(Ov10(10)
Plate Type(s):
WAVE
Bracing
(a) Continuous lateral restraint equally spaced on member.
Purlins
In lieu of slmctuml panels or rigid ceiling use pudins
to laterally brace chords as follows:
Chord Spacing(in Do) Start(ft) End(ft)
BC 112 0.15 18.53
BC 75 18.53 37.85
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.
this
976114—(
Deb/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): 0.054 D 999 361
VERT(CL): 0.104 Q 999 24i
HORZ(LL): 0.027 F - -
HORZ(TL): 0.051 F - -
Creep Factor. 2.0
Max TC CSI: 0.580
Max BC CSI: 0.980
Max Web CSI: 0.284
Wgt: 214.2 Ibs
VIEW Ver. 19.01.00A0618.15
GENERAL TERMS and CONDmONS
I
I
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ IR. /Rh /Rvi /U /RL
B 928 A /- /607 1297 /331
N 1281 1- /- 1666 1561 I-
I 903 /- /- 1563 1315 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
N Brg Width = 3.5 Min Req = 1.5
I Brg Width = 7.6 Min Req = 1.5
Bearings B, N, & I are a rigid surface.
Bearings B & I require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 35 0 F-G 226 -381
B - C 485 -1442 G - H 430 -1014
C - ❑ 426 -1191 H -1 550 -1371
D- E 222 -457 I- J 35 0
E - F 327 -443
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-Q 1229 -374 N-L 18 -3
Q-P 835 -258 L-K 18 -3
P - O 835 -258 K - 1 1169 -326
O - M 404 -185
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
C-Q
248 -310
M-F
340
-620
Q-D
465 -110
M-G
405
-655
D-O
398 -686
M-K
707
-44
E-O
436 -125
G-K
418
-98
M - N
658 -1229
K - H
325
-431
form.
ons,leatling mndipons, suit' IitysnduseortNs Tmss loreM Building is Ne Manuel Marine; P.E.
Ne IBC, local building cede and TPI.1. The approval of Ne TDO and airyfeld # 047182
ig Designer and Contractor. All notes sot out in Ne TOO end Vie practices end 4620 PanYew Or
forgeneralguidanse. TPI-ldefineslberesponsibJitles and tlWes of Ne Tmss sl Cloud, FL 34771
In wngng by a0 parties involved. The Sperialy Engineer is NOT Ne
' mM RMTnaaw
JOID
WRMSBM1674B2
i-u Irubb Iyp-
A05 COMN
2576
$ TMTaaaa. eEAT MTEREQ
j-tas•tz sca-�
Loading Criteria gnn
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Code I Misc Criteria
Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
DefiICSI Criteria
PP Deflection in loc L/defi L/#
VERT(LL): 0.081 C 999 360
VERT(CL): 0.172 C 999 240
♦ Maximum Reactions (Ibs)
Gravity Non-Graviry
Loc R+ / R- I Rh I.Rw / U / RL
W 442 I- /- /205 1162 1332
BCDL: 7.00
Risk Category: ll
FTIRT:10(0)/10(10)
HORZ(LL): 0.035 C - -
R 2178 /- 1- /1185 /585 I-
EXP: B Kzt: NA
Plate Type(s):
HORZ(TL): 0.075 C - -
K 632 1- /- 1490 /224
Des Ld: 37.00
Mean Height: 25.00 ft
WAVE
Creep Factor. 2.0
Wind reactions based on MWFRS
NCBCLL: 10.00
TCDL: 4.2 sf
p
Max 7C CSI: 0.702
W Brg Width = 7.6 Min Req = 1.5
Load Duration: 1.25
BCDL: 4.2 psf
R Brg Width = 3.5 Min Req = 2.6
Spacing: 24.0 "
MWFRS Parallel Dist: h/2 to h
Max BC CSI: 0.996
K Brg Width = 7.6 Min Req = 1.5 '
C&C Dist a: 3.80 ft
Web CSI: 0.
Max918
Bearings W, R, & K are a rigid surface.
Loc. from endwall: not In 9.00
Wgt: 235.2lbs
Bearings W & K require a seal plate.
GCpi: 0.18
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
VIEW Ver. IS101.00A.0618.15
Chords Tens.Comp. Chords Tens. Comp.
Lumber
8-C 1322 -571 F-G 1034 -231
Top chord 2z4 SP #2 C - D 764 .925 G - H 1116 -229
Sot chard 2x4 SP#2 A-B 35 0 H-1 503 -268
Webs 2x4 SP#3 B-W 947-1127 I-J 464 -280
Bracing D-E 270 -144 J-K 387 -779
E - F 287 -84 K - L 35 0
(a) Continuous lateral restraint equally spaced on member.
Plating Notes
All plates are 1.6X4 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use pudins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TIC 0 -2.64 3.77
BC 66 0.20 15.89
BC 75 15.89 35.22
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-
Ne TDD
S (•SELLER-). GENERAL TERMS and CONDITIC
ID) and the Specialty Engineer reference sheet befor
Engineering I.e. Seadalty Engineer), the seal w am
Inder M-1. The design assurapdons. loading wrMni
aligner. In the mntag of the IRO, the IBC; local bulk
ba the responsibility or One Building Designer an! Go
by TP1 and SBCA am reverenced for general guidars
ifired by a Connect agreed upon in writing by all pad
real are es defined in TPi-1.
rMINr.=n. urn- -l-.b 11 FMTr-
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
C-V
353 -208
R-O
7
-18
V-S
569 -765
O-N
624
-268
U-T
0 0
N-M
624
-268
S - P
556 -722
M - K
626
-266
T-Q
14 -48
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
D - V
267 -480
P - G
249
-293
E-V
320 -379
P-H
492
-8W
V - F
931 -462
P - O
246
-445
S-T
18 -8
H-O
501
-181
F-P
547-1484
O-J
318
-611
Q-R
829-2143
J-M
243
0
P - Q 830 -2105
lone.
Manuel Marline; RE
#047182
4620 PadNew Dr
St Claud. FL 34771
Job Truss Truss Type City Ply 0724/2019 2507
WRMSBM1674B2 A06 ICOMN I2 I1
li v4x10ea3x6
SEAT PIATE REQ.
L
2T4'
SEAT PLATE REQ.
I
1
F-Zee —jam
13T10
-�19'r8
—�
Loading Criteria fPeO Wind Criteria
Code / Misc Criteria
DeflICS1 Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Code: FBC 2017 RES
PP Deflection in loc
Udefl LMI Gravity Non -Gravity
TCDL: 10.00 Speed: 160 mph
TPI Std: 2014
VERT(LL): 0.212 O
999 360 Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed
Rep Factors Used: Yes
VERT(CL): 0.397 O
999 240 A 1431 I- /• /810 /345 290
BCDL: 7.00 Risk Category: 11
FT/RT:10(0)/10(10)
HORZ(LL): 0.136 L
- - J 1512 /- /- 1899 1371 /-
EXP: B K2t: NA
Plate Type(s):
HORZ 0.255 L
- - Wind reactions based on MWFRS
NCBDes CLLd: 10.00 Mean Height: 15.00 ft
ton: TCDL: 4.2 psf
WAVE
Creep Factor.
A Brg Width = 7.6 Min Req = 1.5
Load Du:
Load Duration: 1.25 psf
Max TC CSI: 0.468
J Brg Width = 7.6 Min Req = 1.8
' Spacing: 24.0 ° MWFRS Parallel Dist: h/2 to h
MWFRBCDLS Parallel
Max SC CSI: 0.996
Bearings A & J are a dgid surface.
C&C Dist a: 3.80 ft
�
Max Web CSI: 0.750
Bearings A & J require a seat plate.
Loc. from endwall: not in 9.00
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Wgt: 311.5 Ibs
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60
VIEW Ver. 19.01.00A.0618.15
A-B 364 -622 F-G 930 -2163
Lumber
B-C 1306 -3262 G-H 924 -1963
Top chord 2x4 SP #2 :T7 2x8 SP 2400f-1.BE:
C-D 1173-2813 H-1 922 -2135
2x6 :T2 #2:
D - E 884 -2005 I - J 1052 -2663
chord
Bot cho rd 2x4 SP 42 :81, 62 2x6 SP #2:
E • F 990 -2002 J - K 35 0
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Bracing
Chords Tens.Comp. Chords Tens. Corp.
(a) Continuous lateral restraint equally spaced on member.
B - V 3166 -1078 R- O 2470 -773
Plating Notes
V-U 3156-1075 Q-N 32 -11
All plates are 1.5X4 except as noted.
U-T 3156-1075 N-M 2302 -827
T - R 2501 -787 M - L 2302 -827
1 plate(s) require special positioning. Refer to scaled plate plot details for
S - P 32 -13 L - J 2304 -827
special positi
special positioning requirements.
Tray Scab(s)
Maximum Web Forces Per Ply (Ibs)
(2) 2x8x9-3.5 x SP 24001-1.8E scabs at left end, Attach one scab to each outer face
Webs
Tens.Comp.
Webs
Tens.
Comp.
of chord with: 0.131'x3', min. nails @ 8° oc, Plus additional nail clusters at: BRG.:
V - C
76 -162
O - F
181
-108
(4). heel: (6), 1st panel point: (2).
C-T
336 -764
O-G
201
-149
Purllns
D-T
442 -135
O-N
1969
-632
In lieu of structural panels or rigid ceiling use pudins
D-O
449 -900
P-Q
83
0
to laterally brace chords as follows: -
S - R
43 -5
G - N
128
-441
Chord Spacing(in oc) Start(ft) End(ft)
E-O
1361 361 -677
N-I
271
Z71
fi
-53 6
BC 116 0.28 15.82
O - P
0
I - L
BC 100 15.82 35.16
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
'WARRING"
use.
RW T.—
Manuel Madne; P.E.
4047182
4620ParkV,ewbr
St Guud,R 34771
Job Truss Truss Type City Ply 07/24/2019 2572
WRMSBM1674B2 I A07 I COMN 11 11
T
1 1
sswTwnre asn sswTaureaan
�tcs-+x 1aa4�
I''i- —1e4- 1 1
F1-1t-1
h
Loading Criteria 1p ri
Wind Criteria
Code / Misc Criteria
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Code: FBC 2017 RES
PP Deflection in loc L/defl
Uft Gravity Non -Gravity
TCDL: 10.00
Speed: 160 mph
TPI Sld: 2014
VERT(LL): 0.270 X 817
360 Loc R+ I R- / Rh l Rw I U I RL
BCLL: 0.00
Enclosure: Closed
Rep Factors Used: Yes
VERT(CL): 0.527 X 418
240 AA 909 I- /- 1544 /300 1313
BCDL: 7.00
Risk Category: II
FTIRT:10(0)/10(10)
HORZ(LL): 0.113 D -
- T 1277 /- I- /654 /315 A
EXP: B Kzt: NA
Plate Type(s):
HORZ(TL): 0.225 D -
- K 915 /- A 1574 /295 1-
Des Ld: 37.00
Mean Height: 25.00 ft
WAVE, HS
Creep
Wind reactions based on MWFRS
NCBCLL: 10.00
TCDL: 4.2 sf
p
:.2.0
MaxTCCCSISI: 0.824
AA Brg Width = . Min Req = 1.5
Load Duration: 1.25
BCDL: 4.2 psf
Max BC CSI: 0.977
T Brg Width = 3.5 Min Req = 1.5
Spacing: 24.0'
MWFRS Parallel Dist: h/2 to h
K Brg Width = 7.6 Min Req = 1.5 °
C&C Dist a: 3.80 it
Max Web CSI: 0.696
Bearings AA, T, & K are a rigid surface.
Loc. from endwall: not in 9.00
Wgt: 222.6lbs
Bearings AA & 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
B - C 314 -18F - G 4-447
Tap chord 2x4 SP #2 :T1,
T22x4 SP 2400(-2.OE:
C-D 913 -1836 36 G-H 482 82 -505
Bot chord 2x4 SP #2 :B3 2x4 SP M-30:
A - B 35 0 H -1 581 -725
Webs 2x4 SP #3 :W6
2x4 SP #2:
B-AA 2715 -2751 I-J 574 -858
Bracing
D-E 408 .656 J-K 705 -1407
(a) Continuous lateral
restraint equally spaced on member.
E - F 436 -588 K - L 35 0
Plating Notes
(")1 plate(s) require special positioning. Refer to scaled plate plot details for
special positioning requirements.
Purllns
In lieu of structural panels or rigid ceiling use pudins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 0 -2.64 4.41
TC 24 13.70 16.36
BC 91 0.20 16.22
BC 75 16.22 35.22
Apply puriins 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•'
-A-1 ROOF TRUSSES
bbe.w.
TERMS and COMMONS G
ser reference sheet before use.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
C-Z
1822 -672
T-R
107
-33
Z-Y
1821 -671
S-Q
110
-304
Y-W
1821 -671
R-O
40
-64
X-V
0 -1
O-N
1188
-456
W - U
447 -168
N - M
1188
-456
U-P
670 -223
M-K
1191
-455
V-S
94 -216
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
D-Z
275 0
P-H
341
-547
D - W
729 -1425
P - O
764
-239
F-W
148 -31
Q-R
639
-173
U-V
146 -335
H-O
182
-78
T-S
S00-1715
O-J
295
-567
P-Q
410 -839
J-M
225
0
P-G
116 -302
ability and use of Nis Truss for any Buildingkthe Manuel Manned. RE
and
TP1-1. Theapprnalof Me TDDend any field 9047182
ni roles set out in Me TOD and the piatiaes and 4620 ParlMeu Dr
l defines, the reseansibili4es and dudes of Me Truss St ggid,R 34771
ad. ns5pedaxy Ergineeris NOTMe
Job Truss Truss Type Qty Ply 0712412019
WRMSBM1674B2 A08 I COMN l i 11 I2569
T
1
i rru
1i
Ta -Ho710
G H
1T�(
$FAT PIAIE RFO. $EATPUTEREO.
� 10'S'13 tB'OY ��l
Ft!�
1978 11.1
Loading Criteria (pan Wind Criteria
Code I Misc Criteria
DeB/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Code: FBC 2017 RES
PP Deflection in loc L/deft
L/# Gravity Non -Gravity
TCDL: 10.00 Speed: 160 mph
TPI Std: 2014
VERT(LL): 0.141 U 999
360 Loc R+ / R- / Rh / Rw / U / RL'
BCLL: 0.00 Enclosure: Closed
Rep Factors Used: Yes
VERT(CL): 0.408 U 544
240 W 470 /- I- 1244 179 1267
BCDL: 7.00 Risk Category: ll
FT/RT:10(0)/10(10)
HORZ(LL): 0.047 C -
- R 2088 /- /- /1146 /159 /-
EXP: B Kzt: NA
Des Ld: 37.00
Plate Type(s):
HORZ(TL): 0.093 C -
_ K 677 I- /- 1523 /192 /-
Mean Height: 15.00 ft
WAVE, HS
Creep Factor. 2.0
Wind reactions based on MWFRS
NCBCLL: 10.00 TCDL: 4.2 psf
Max TC CSI: 0.764
W Erg Width = 7.6 Min Req = 1.5
LoadDuration:01.25 BCDL: 4.2 psf
R Erg Width = 3.5 Min Req = 2.5
Spacinng:g:24.0 " MWFRS Parallel Dist: h to 2h
Max BC CSI: 0.972
K Brg Width = 7.6 Min Req = 1.5
C8C Dist a: 3.80 it
Max Web CSI: 0.858
Bearings W, R, 8 K are a rigid surface.
Loc. from endwall: not In 9.00
W 9t: 228.91bs
Bearings W 8 K require a sea[ late.
9 q P
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 :T4 2x6 SP #2:
B - C 1465 -370 F - G 993 -229
:T6 2x4 SP M-30:
C - D 488 -766 G - H 993 -227
Bot chord 2x4 SP#2
A-B 35 0 H-1 60D -226
Webs 2x4 SP#3
B-W 1084-1095 I-J 526 -228
D - E 410 -598 J - K 347 -783
Bracing
E-F 431 -534 K-L 35 0
(a) Continuous lateral restraint equally spaced on member.
Maximum Bat Chord Forces Per Ply (Ibs)
Plating Notes
Chords Tens.Comp. Chords Tens. Comp.
All plates are 1.5X4 except as noted.
C-V 446 -69 R-O 0 -122
Purling
V-S 360 -380 O-N 607 -225
In lieu of structural panels or rigid ceiling use pudins
U -T 0 0 N - M 607 -225
to laterally hmcechords follows:
S-P 374 -277 M-K 610 .224
c)
Chard Spacing(in oc) Stairt(ft-2.64)
T-Q 0 -182
TC 0 -2.64 4.52
4.52
TC 24 11.70 18.36
Maximum Web Forces Per Ply (Ibs)
BC 75 0.20 35.22
Webs Tens.Comp. Webs Tens. Camp.
Apply purling to any chords above or below fillers
at 24" OC unless shown otherwise above.
D - V 385 -555 P - 0 835 .2020
V-F 1050 -466 P-0 517 -627
Wind
F-P 542-1064 P-H 853 -1528
Wind loads based on MWFRS with additional CBC member design.
S-T 5 -54 0-H 821 .507
G-P 51 -104 O-J 433 .807
Q- R 821 -2087 J- M 327 0
CUSTOMER PBUYER"1 ACKNOWLEDGMENT° form.
seal on
M. design assumptions, loading condaens, sui6tolity and use of this Truss for Any Building is 6 Manuel Martine; P.E.
In the sontedof the IRC, to IBC, local building code en i TPI-1. The 8Pxo,al of Ne TDD end airy feld # 047182
isponslbllity of to Building Designer and Coroodor. MnoMssetoulinMeTDDand Neprcoticosend 4620 Pa4vee Dr
nd SBCA are releeencedfor general guidanrq. TPI-1 defines to responsibilities and Mats; of the Truss
____..._ St Cloud. FL 34771
RMT.-
Job
WRMSBM1674B2
Truss Truss type Qty Ply
A09 COMN 1 1
Uf1Z4/LU1'J
2555
a8X6
F G
12 �X4 /3XdD la) h) \3M
_b I _6 �SXdIRiD (R __ _ _ I,
4X6
Ta qis u
Jv3X6(R1)
11 l3XBo aaXe a3Xa L
Loading Criteria (Psr1
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Sparing: 24.0'
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
SW mREQ
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 25.00 it
TCDL: 4.2 psf
BCDL: 4.2 psf
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
Code I Misc Criteria
Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Bracing
(a) Continuous lateral restraint equally spaced on member.
Plating Notes
All plates are 1.5X4 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use puriins
to laterally brace chords as follows:
Chord Spacing(in oc) Stari(ft) End(ft)
TC 0 -2.64 4.18
TC 24 9.70 20.36
BC 75 0.20 35.22
Apply pudins to any chords above or belowfiilefs
at 24' OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
useeforlhe
r 1r_l
SW PLATE REQ.
9
DegICSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc
L/defi L N Gravity Non -Gravity
VERT(LL): 0.097 C
999 360 Loc R+ / R- 1 Rh I Rw l U / RL
VERT(CL): 0.195 C
999 240 V 469 /- A 1245 /177 /256
HORZ(LL): 0.042 C
- - Q 2103 !- /- /1108 1566 1-
HORZ(TL): 0.085 C
- - J 660 /- A /493 1213-
Creep Factor. 2.0
Wind reactions based on MWFRS
Max TC CSI: 0.890
V Big Width = 7.6 Min Req = 1.5
Max BC CSI: 0.753
Q Big Width = 3.5 Min Req = 2.5
J Big Width=7.6' Min Req =1.5 `
Max Web CST: 0.455
Bearings V, Q, & J are a rigid surface.
Wgt: 215.6 Ibs
Bearings V & 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.
B--C 1466 -491 F-G 1198 -262
C-D 791 -876 G-H 519 .214
A-B 35 0 H-I 457 .218
B-V 1109-1161 1-1 359 -795
D- E 294 -122 J- K 35 0
E - F 1201 -263
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
C-U
371 -171
Q-N
11
-17
U-R
295 -193
N-M
627
-234
T-S
0 0
M-L
627
-234
R-O
284 -175
L-J
630
-233
S-P
12 -17
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
D - U
393 -567
O - P
863 -2056
E-U
457 -78
O-N
312 -477
E-O
524 -ISM
O-G
650 -1388
R-S
34 0
N-G
568 -272
F-O
233 -346
N-I
394 -708
P- Q
862 -2090
I- L
287 0
suitability and use of Nis Truss for eny BullEins is Me Manuel Marine; P.E.
ndeantl TPI.1. TheapProval ofrue TDO eM any field pa47182
W.All notes sat aR in Me TDD and the aao0cea entl 1620 ParkVe,,Dr
TPI-ldefines the responsibi4tles and duties of the Truss &Cloud, FL 34771
idv . The spedalty Enarseris NOT the
i
Job Truss Truss Type City Ply 0724/2019 2511
WRMSBM1674B2 A10 HIPS I I1
111.5X4
D E a F
T 2 >%%3X66 p (a)rH%3X4
P
0
io
=3X6(A1) B s5X6
A
D N I=3X6(A7)
1 s3X4 =3X8 J
013X60 ma`vR �avc ma cva
SEAT PLATE REQ.
sai
1&4°8
Loading Criteria (Poq
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 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
Top chord 2x4 SP #2
got chord 2x4 SP #2
Webs 2x4 SP 93
Code I Misc Criteria
Code: FBC 2017 RES
TPI Std; 2014
Rep Factors Used: Yes
FT/RT:10(Oy10(10)
Plate Type(s):
WAVE
Bracing
(a) Continuous lateral restraint equally spaced on member.
Purim;
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 10.33 25.00
BC 120 0.15 18.52
BC 75 18.52 37.85
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.
Please thofoughly revImue °A-1 ROOF
GENERALTERMS
SEAT PLATE REQ.
19'6°4
19'TB 14-{
38.
DeB/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc L/defl
L/#
Gravity Non -Gravity
VERT(LL): 0.026 K 999
360
Loc R+ / R- / Rh / Rw / U / RL
VERT(CL): 0.052 K 999
240
B 699 /- /- /447 /170 /203
HORZ(LL): 0.014 K -
-
O 1695 /- /- 7787 /414 /-
HORZ(TL): 0.026 K -
-
I 740 /- /- 1512 1181 /-
Creep Factor. 2.0
Wind reactions based on MWFRS
Max TCCSI: 0.955
B Brg Width =T.6 Min Req=1.5
Max BC CSI: 0.814
O Brg Width = 3.5 Min Req = 2.0
Max Web CSI: 0.572
Brg Width = 7.6 Min Req = 1.5
'Bearings
B, O, & I are a rigid surface.
Wgt: 205.8 Ibs
Bearings B & I 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 35 0 F-G 244 -386
B-C 415 -924 G-H 229 -459
C - D 301 -603 H -1 403 -1006
D-E 416 -64 I-J 35 0
E-F 416 -63
Maximum got Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - Q 772 -207 M - L 825 -262
Q-P 487 -118 L-K 825 -262
P-N 488 -118 K-1 828 -262
O-M 3 -5
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
C- Q
236 -333
N- M
348
0
D-Q
430 -114
N-F
445
-859
D-N
451 -970
M-F
381
-154
E-N
278 -505
M-H
318
-575
N-O
760-1657
H-K
229
-7
to".
LrL
mmuraim NA-4 RMfTni
suitability and use of this Truss for any Building is Na Manuel MaNnaz P.E.
oodearo TPl-1. Theapryovdlefthe TODandenyfield #047182
star. All notes set out in the TOD and the practices and 4620 Pad:View or
TPI-1 defines the mponsbilitles and dufles of Me Truss St Cloud, FL 34771
Involved. The ScerlalN Enohaeris NOT the
Joe runs 1 Nss ypn
WRMSBM1674B2 A11 HIPS
.,,y rry 2470
1 1 '
f^ 874
18'8' -}- ,1'—'{
65X6 m3X6 -5X6
D E F G H
T ,2
6 r:7- Tt
@2Xtc (a) (a) 102X4
_ _ _
A B
T e a5X8
a3X8 S Ja3X6(A1)
0-1 1
Q O N M L %
N3X6(R) 012X4 a4X4 a3X6 m3X8 m3X6
SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ.
—1371 i 24'8'3
Loading Criteria (pri
Wind Criteria
Code I Misc Criteria
DeRICSI Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
Code: FBC 2017 RES
PP Defection in loc L/de8 L/#
TCDL: 10.00
Speed: 160 mph
TPI Std: 2014
VERT(LL): 0.042 L 999 36(
BCLL: 0.00
Enclosure: Closed
Rep Factors Used: Yes
VERT(CL): 0.080 L 999 24(
BCDL: 7.00
Risk Category: II
FT/RT:10(0)/10(10)
HORZ(LL): 0.012 L -
EXP: B Kzt: NA
Plate Type(s):
HORZ(TL): 0.022 L - -
Des Ld: 37.00
Mean Height: 16.00 It
WAVE
Creep Factor. 2
NCBCLL: 10.00
TCDL: 4.2 psf
Max TC CSI: 0. 805
Load Duration: 1.25
BCDL: 4.2 psf
Spacing: 24.0'
MWFRS Parallel Dist: h/2 to h
Max BC CSI: 0.493
93
C&C Dist a: 3.79 ft
Max Web CSI: 0.924
Loc. from endwall: not in 9.00
Wgt: 250.61bs
GCpi: 0.18
VIEW Ver. 19.01.00A.0618.15
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 :T1 2x4 SP 2400f-2.OE:
Bot chord 2x4 SP #2 :B4 2x4 SP 2400f-2.OE:
Webs 2x4 SP #3
Bracing
(a) Continuous lateral restraint equally spaced on member.
Plating Notes
All plates am 3X4 except as noted.
Purlins
In lieu of stmcturel panels or rigid ceiling use pudins
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 purilns 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" Please MomughlYre .Me-A-1
TERMS and
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
R 473 /- /- /428 /159 /186
P 1737 /- /- - 1971 /395 /-
J 944 /- /- 1602 /234 (-
Wind reactions based on MWFRS
R Brg Width = 6.9 Min Req = 1.5
P Brg Width = 7.6 Min Req = 2.0
J Brg Width = 7.6 Min Req = 1.5
Bearings R, P, & J are a rigid surface.
Bearings R, P, & J require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
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 -1080
D - E 174 .117 I - J 637 -1440
E- F 488 -200 J- K 35 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
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
-764
R-S
694 -437
P-U
951
-1567
C-T
289 -307
U-G
620
-1215
S - Q
344 -484
U - N
822
-365
S - T
521 -432
G - N
267
-3
S - P
1090 -781
N - H
247
-407
D-T
164 -252
H-L
422
-67
T-E
608 -476
L-I
306
-375
B
Rm Tn,uw
v�ny BWltlmgis the Manuel Mii%,z P.E.
tla TOO and anY gala p047182
and Me Practices and 4620 PaW. Dr
end dales d the Truss St Goud,R 34771
s NOT Me
Job Truss Truss Type Qty I Ply 07/24/2019
WRMSBM1674B2 Al2 I HIPS 1 1 2513
i 6'3'4
m4X4 101.SX4=3X6
D E F
a5X6
G H
9.
T6 N1.5X4
71 a)
o B J
v A ee5X6
1J 6X6 HI1.5X4 S R P K-21 L(A1)
Z Y X UTV e4X8a3X6 01 . M
1113X6 =�xa m. cvn
SEAT PLATE REQ. _ SEAT _PLATE REQ.. - - SEAT PLATE REO.
13'3'1 24'8'3
15'S'6 14'5'6 1P T918 i 4-{
37'11'4
II
Lo
Ml
Loading Criteria (pa6
Wind Criteria
Code I Misc Criteria
DeftICSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Code: FBC 2017 RES
PP Deflection in loc L/defl
L14 Gravity Non -Gravity
TCDL: 10.00
Speed: 160 mph
TPI Sid: 2014
VERT(LL): 0.071 P 999
360 Loc R+ / R- / Rh l Rw I U / RL
BCLL: 0.00
Enclosure: Closed
Rep Factors Used: Yes
VERT(CL): 0.134 P 999
240 Z 463 /- /- /426 1206 1149
BCDL: 7.00
Risk Category: 11
FTIRTAO(Ov10(10)
HORZ(LL): 0.023 M -
- X 1835 /- /- 1982 1406 A
Des Ld: 37.00
EXP: B Kzt: NA
Plate Type(s):
HORZ(TL): 0.044 M -
- K 894 /- A /559 1230 A
Mean Height: 15.00 ft
WAVE
Creep Factor. 2.0
Wind reactions based on MWFRS
NCBCLL: 10.00
TCDL: 4.2 psf
Max TC CSI: 0.793
Z Brg Width = 6.9 Min Req = 1.5
Load Duration: 1.25
BCDL: 4.2 psf
Max SC CSI: 0.804
X Brg Width = 7.6 Min Req = 2.2
Spacing: 24.0"
MWFRS Parallel Dist: h/2 to 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 lbs
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 5a3 -1095
Bot chord 2x4 SP 42
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.
Purllns
In lieu of structural panels or rigid calling use pudins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 6.27 28.94
BC 75 0.00 30.29
SC 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.
used for rue Too to be valid. As an
In of rue single Truss depicted on rue
, to Owners aulhorued acent or
Maximum But 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
226 -345
G-Q
241
-48
C-Y
229 -360
Q-H
87
-128
C-W
799-1D49
H-N
620
-347
Y-W
369 -380
N-O
75
-5
W-X
945-1733
N-1
171
-165
W-D
584-1240
N-M
1246
-519
D-S
1493 -644
N-J
182
-58
U-V
90 -42
M-J
161
-320
S-G
416 -860
CUSTOMER (-BUYER-) ACKNOWLEDGMENT' farm.
e. UNess otheiw4ss stated on rue TOO, only Alpine
D reoresenls an acneofance of the omfasslcnal eneineen
Man& Martine; P.E.
111047182
4620 ParkMew Or
StCloud,R 34771
Fmf Tnuw
aou uos
WRMSBM1674B2 A13
HIPS
2539
2801f 187# 18" 190#t9 f87190q t9°190p 190190# 190 430#
+ 1 tB1 + q 18] + i + °1 + 'i + 1i + 'i �_MG
aD10
EX8
6
OE
T
(e,
AD 013X6 AS Bl
M
Z. -Y
Efi115
SEAT RATE no,
SEATP TE REd
13.3.1
i
T-•(
aH 6 Te MO RI
R
ua u N v
a6X6
SEATRATEREO.
1CS6 �i--T3'0 iIV
1--4'3'10_7 1 7 1 111# z 98�� 98p+ r 1 9&tl+ 2 + gyp+ 3
lilt
21M illyIII# III# 9W W 98# sm 6W
E
r
Loading Criteria (ps0
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Code / Misc Criteria
Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Varies by Ld C
Defl/CSI Criteria
PP Deflection in too Udefl L/#
VERT(LL): 0,233 R 999 360
VERT(CL): 0.433 R 679 240
A Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
AC 470 /- /- /-
/198 A
BCDL: 7.00
Risk Category: II
FTIRT:10(0)110(10)
HORZ(LL): 0.060 N -
-
Z 4890 /- /-
1-
11626 /-
EXP: B Kzt: NA
Plate Type(s):
HORZ(TL): 0.112 N -
-
L 2005 /- A
I-
1630 1- '
Des Ld: 37.00
Mean Height: 15.00 it
WAVE, HS
Creep Factor. 2.0
Wind reactions based on
MWFRS
NCBCLL: 10.00
TCDL: 4.2 psf
Max TC CSI: 0.676
AC Brg Width = 6.9
Min Req = 1.5
Load Duration: 1.25
BCDL: 4.2 pst
Z Erg Width = 7.6
Min Req = 5.8
Spacing: 24.0 "
MWFRS Parallel Dist: 0 to h/2
Max BC CSI: 0.987
L Erg Width = 7.6
Min Req = 2.4
C8C Dist a: 3.79 ItMax
Web CSI: 0.726
Bearings AC, Z, 8 L are a rigid surface.
Lac. from endwall: not in 4.50
Wgt: 232.4 Ibs -
Bearings AC, Z, & L 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
Puriins
A - B 37
G - H
Top chord 2z4 SP #2 :T2 2x4 SP 2400f-2.OE:
In lieu of structural panels or rigid ceiling use pudins
395
8 - C 195 -395
H - I
026 3462
102fi -3462
:T3 2x4 SP M-30:
to laterally brace chords follows:
C- D 590 -106
1-J
1423 -4665
Bot chord 2x4 SP M-30 :B1 2x4 SP #2:
c)
Chord Spacing(In oc) St4.27 End(4
D - E 3473 -1082
J - K
1661 -5205
Webs 2x4 SP #3:W7, W132z4 SP#2:
We2x4 SP 2400f- 7,
TC 24 4.00 16.30
BC 75
E-F 232 -864
K-L
1135 -3-16
.WE 2x4 SP M-30:
6.30 30.79
BC 43 15.30 30.79
F - G 232 -864
L - M
35 -16
:W122x4 SP 2400f-2.0E:
BC 85 30.79 37.79
Applychordsabover belowove. fillers
O dins t any
Maximum Bot Chord Forces Per
Ply (Ibs) .
Bracing
at 24" se
Chords Tens.Comp.
Chords
Tens. Comp.
(a) Continuous lateral restraint equally spaced on member.
Wind
AC -AB 6 0
U - T
3352 -999
Special Leads
Wind loads and reactions based on MWFRS.
AB -AA 304 -152
T - S
3352 -999
-(Lumber Dur.Fac=1.25 I Plate Dur.Fac=1.25)
Left bottom chord exposed to wind.
AA-Z 103 -325
S-R
4647 -1423
TC: From fit plf at -1.40 to 62 pit at 4.27
Z - X 23 -79
R - O
4766 -1512
TC: From 31 pit at 4.27 to 31 pit at 30.94
Y - W 10.77 -3297
Q - P
0 0
TC: From 62 plf at 30.94 to 62 pit at 39.27
X - V 0 0
P - N
156 -50
BC: From 14 plf at 0.00 to 14 plf at 4.30
W - U 1049 -3374
N - L
3253 -1009
BC: From 7 plf at 4.30 to 7 plf at 30.65
BC: From 14 plf at 30.65 to 14 plf at 37.94
Maximum Web Forces
Per Ply (Ibs)
TC: 280lb Conc. Load at 4.30
TC: 187lb Conc. Load at 6.33, 8.33,10.33,12.33
Webs Tens.Comp.
Webs
Tens. Comp.
14.33
B -AC 218 -455
F - U
Z70 -639
TC: 190 lb Conc. Load at 16.33,17.60,18,87,20.87
B-AB 316 -160
U-H
896 -2905
22.87,24.87,26.87,28.87
C -AB 244 -17
H - S
969 -239
TC: 430 lb Conc. Load at 30.91
BC: 213 lb Conc. Load at 4.30
C -AA 326 -1132
S -1
468 -1397
BC: I I I lb Conc. Load at 6.33, 8.33,10.33,12.33
AA- D 1013 -295
I - R
150 0
14.33
AA-Y 15 -316
R-J
103 -112
BC: 98 lb Conc. Load at 16.33,17.60,18.87,20.87
D-Y 1103-3253
O-P
639 -191
22.87,24.87.26.87,28.87
Y-Z 1498 -4503
O-J
1619 -472
BC: 603 lb Conc. Load at30.91
Y-E 1014-3146
O-N
3216 -994
E - U 4949 -1495
O - K
1429 -481
Plating Notes
W - X 25 -82
N - K
370 -1034
All plates are 3X4 except as noted.
CUSTOMER (-BUYER-) ACKNOWLEDGMENT" forth.
e. Unless oNawise staled m Ne TOO, only Alpine
wmi�er,n nl M1 RmlTn,ux,,.
Manuel Marna P.E.
#047la2
4620 PadMe# Or
StDbud, R. 34771
Job Truss
WRMSBM1674B2 I B01
Truss Type
JACK
12
SEAT PLATE REQ.
Oty I Ply
2 1
A
1'4" -I- 1'10"15 �
Loading Criteria (psq
Wind Criteria
Code I Misc Criteria
TCLL: 20.00
Wind Sid: 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: II
FTIRT:10(0)/10(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 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
Purlfns
In lieu of structural panels or rigid ceiling use pudins
to laterally brece chords as follows:
Chord Spacing(in oc) Stalt(ft) End(ft)
BC 21 0.15 1.91
Apply purins 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
T
CD
1T
1
07/24I2019
T
1
2514
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc Udefl L#I
Gravity Non -Gravity
VERT(LL): NA
Lac R+ / R- / Rh l Rw / U 1 RL
VERT(CL): NA
B 193 P A /155 /50 147
HORZ(LL): 0.000 D - -
D 24 1- /- /21 17 /-
HORZ(TL): 0.000 D - -
C 27 P A ME 112 /-
Creep Factor: 2.0
_
Wind reactions based on MWFRS
Max TC CSI: 0.282
S Brg Width = 7.6 Min Req = 1.5
Max BC CSI: 0.046
D Brg Width = 1.j Min Req = -
Max Web CSI: 0.000
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Wgt: 8A Itis
Bearing B requires a seat plate.
VIEW Ver. 19.01.00A.0618.15
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 35 0 B-C 12 -41
and CONOmONS C
knee shoal before use.
to seal on anv TOO
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
ACKNOWLEOGMENr Ion.
orihe Buildim Deslanu.. Into
ranu[[Im Mi-1 RMITetWV.
Manuel Marine; P.E.
111047182
4620 PaWift Or
St Cloud, FL 34771
Joe buss truss type uy ny wrc-nmm
2515
WRMSBM167462 B02 JACK 2 1
D 12 I T f
6 2 1113X4(++) C T
0
T m2X4(A1)B H 8'12 es
1 i y�pF 1
SEAT PLATE RED. III .5X 1
f.—. 1 -4. 4-"I
13'2'14 —�
Loading Criteria (psi)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Code! Mlsc Criteria
Code: FBC 2017 RES
TPI Slid: 2014
Rep Factors Used: Yes
Defl/CSI Criteria
PluDeflection in loc Udefl L#f
VERT(LL): 0.006 G 999 360
VERT(CL): 0.011 G 999 240
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh l Rw l U I RL
8 229 /- /- /172 /51 /66
BCDL: 7.00
Risk Category: II
FT/RT:1O(0v10(10)
HORZ(LL): 0.004 G - -
E 31 /- /- !22 /4 /-
EXP: B Kzt: NA
Plate Type(s):
HORZ(TL): 0.007 G - -
D 77 !- /- 142 /29 /-
Des Ld: 37.00
Mean Height 15.00 It
WAVE
Creep Factor. 2.0
Wind reactions based on MWFRS
NCBCLL: 10.00
TCDL: 4.2 pst
Max TC CSI: 0.282
B Brg Width = 7.E Min Req = 1.5
Load Duration: 1.25
BCDL: 4.2 psi
Max BC CSI: 0.054
Brg Width = 1.fi Min Req = -
Spacing: 24.0'
MWFRS Parallel Dist: 0 to h/2
D Brg Width = 1.5 Min Req = -
C&C Dist a:.3.00 It
Max Web CSI: 0.053
Bearing B is a rigid surface.
Loc. from endwall: Any
Wgt: 16.8 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
Chords Tens.Comp. Chords Tens. Comp.
Lumber
A-B 35 0 C-D 35-80
Top chord 2x4 SP #2
B - C 3 -88
got chord 2x4 SP #2
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Plating Notes
Chords Tens.Comp. Chords Tens. Comp.
(++) - This plate works for both joints covered.
B - H 10 -23 G - E 0 0
Purilns
C-G 33 -2 H-F 0 0
In lieu of structural panels or rigid ceiling use puriins
Maximum Web Forces Per Ply (Ibs)
to laterally brace chords as follows:
Chord Spacing(In oc) Start(ft) End(ft)
Webs Tens.Comp.
BC 30 0.15 2.36
G - H 48 -22
BC 13 2.36 3.24
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.
Pleese Mamuobly review Me -A-1 I
tars and read notes on Ns Truss Cal
I be used for the TDD to be valid. As
TERMS and CONDITIONS CI
ser reference shea before use.
iMlRy antl useof Ks Tmss-for any. BuIWn9 is the Manuel Madura P.E.
and TP1-1. The approval of the Too and """d 11411U
All notes set out in Me TDD and Me przrdkesand 4620 ParlMew or
I defines Me responsbpives and dunes ofthe Truss St Cloud, FL 34777
In
Job Truss Truss Type City I Ply 07/242019
WRMSBM1674B2 B03 JACK 4 1
2516
C
6� T
to
=2X4(A1) B t-�°
in
I N
A D Jl_
Loading Criteria (psf)
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 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: &00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Puriins
In lieu of structural panels or rigid ceiling use pudins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 28 0.15 2.46
Apply pudins to any chords above or below fillers
at 24" CC unless shown otherwise above.
SEAT PLATE REQ.
1 r4e , I - 2r5119
Code / Misc Criteria
Code: FBC 2017 RES
TPI Slid: 2014
Rep Factors Used: Yes
FT/RT:10(0)110(10)
Plate Type(s):
WAVE
Wind
Wind loads based on MWFRS with additional C&C member design.
revmthe'A-1 ROOF TRUSSES
DeRICS1 Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
VERT(LL): NA
Loc R+ / R- / Rh / Rw / U / RL
B 206 /- /- /160 150 /55
VERT(CL): NA
HORZ(LL): 0.001 D - -
D 34 /- /- 26 /4 !-
HORZ(TL): 0.001 D - -
C 48 /- /- /19 21 /-
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: 0.048
D Erg Width = 1.5 Min Req = -
Max Web CSI: 0.000
C Brg Width = 1.5 Min Req = -
Bearing B is a dgid surface.
Wgt: 11.2 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 35 0 B-C 22 .68
Ute
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
forth.
by.
RroM—
Manuel Martina PF
f1047102
4620 PadMew Or
St Gwd, Ft. 34771
Job
WRMSBM1674B2
I ruse
B04
I russ type
JACK
V[y rly
1 1
2517
T
1
12
6 p
SEAT PLATE REQ.
�-1'4" ---
Loading Criteria(psq
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: II
EXP: B Kzt: 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: 0 to hl2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #2
got chord 2x4 SP #2
Webs 2x4 SP #3
Plating Notes
(++) - This plate works for both joints covered
Puriins
In lieu of structural panels or rigid ceiling use pudins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 30 0.15 2.36
BC 22 2.36 4.00
Apply pudins to any chords above or below fillers
at 24" OC unless shown otherwise above.
i 2'6"2 "I
7
1'4"6 --i
i 4'
Code / Misc Criteria
Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0v10(1C)
Plate Type(s):
WAVE
Wind
Wind loads based on MWFRS with additional C&C member design.
i
11-
r
Deft/CS1 Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc Udell L/#
Gravity Non -Gravity
VERT(LL): 0.019 F 999 360
Loc R+ / R- / Rh / Rw / U / RL
VERT(CL): 0.034 F 999 240
B 254 A /• /186 154 177
HORZ(LL): 0.011 G -
E 44 /- /• /29 /4 /-
HORZ(TL): 0.020 G - -
D 102 A /• /55 /40 1- -
Creep Factor. 2.0
Wind reactions based on MWFRS
Max TC CSI: 0.201
B Brg Width = 7.6 Min Req= 1.5
Max BC CSI: 0.070
E Brg Width =1.5 Min Req = -
D Brg Width = 1.5 Min Req = -
Max Web CSI: 0.076
Bearing B is a rigid surface.
Will: 18.2 lbs
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
VIEW Ver. 19.01:OOA0618.15
Chords Tens.Comp. Chords Tens. Comp.
A-B 35 0 C-D 46 -70
S-C 2 -82
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-H 19 -27 G-E 0 ' 0
C-G 36 -5 H-F 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
G-H 52 -21
Please Noroughly review the "A-1 ROOF TRUSSES ("SELLER°), GENERAL TERMS and CONDmONS
ee Manuel Medina; P.E.
Wei 0047182
and 4620 Par V wDr
Truss St Cloud, FL 34771
mrtn,c of -IRWTnasswx.
Job Truss
WRMSBM1674B2 I B05
Truss Type
COMN
ty Ply
107/2412019
1
2666
(�271.10.8 M14# V
TT'2T T1a'9 218T 2'1•B �{
r 1�+ 3'8'- 1 VW4 (3'8 -{ 1494 j
4.26
12
p
aSX6
Ee5X6 F
T12
®I5X60 T2
3XX
%5X60 Oe3%9
N
6 ®SX6d
R®5%8 S'
-�
®2X4IA1)e
1.5%d� 3X4
§ a
W 62XdIA1)
A R
eP
Y1.BX4 k J 1
®3X4
111.5X4
®3X4
SEAT PLATE REQ.
SEAT PLATE REQ.
11'8
W4
}
59.9
} 3'0.4 -• 1 1-4-
Loading Criteria (,a
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 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 fl
Loc. from endwall: not in 4.50
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2:T2 2x6 SP 2400f-2.OE
Bot chord 2x4 SP #2 :B2 2x6 SP #2:
Webs 2x4 SP 93
Special Loads
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25)
TO: From 62 plf at -1.33 to 62 plf at
1.41
TC: From 31 plf at 1.41 to 31 plf at
10.26
TC: From 62 plf at 10.26 to 62 plf al
13.00
Be: From 7 plf at 0.00 to 7 plf at
11.67
TC: 27 lb Conc. Load at 2.12, 9.54
TC: 77 lb Conc. Load at 4.00, 7.67
TC: 75 lb Conc. Load at 5.07, 6.59
TC: 102 lb Conc. Load at 5.83
Be: 24 Ito Conc. Load at 2.12, 9.54
Be: 31 lb Conc. Load at 4.00, 7.67
Be: 48 lb Conc. Load at 5.07, 6.59
Be: 44 lb Conc. Load at 5.83
Purllns
In lieu of structural panels or rigid Calling use pudins
to laterally brace chords as follows:
Chord Spacingpn oc) Start(ft) End(ft)
TC 24 5.07 6.59
Be 34 0.15 2.73
Be 67 2.73 8.65
Be 34 8.65 11.52
Apply purilns to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
L-UA1a
i
24tF
31#i i� i i i
480 46p 31# 20
Code I Misc Criteria
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
Code:FBC 2017 RES
PP Deflection in loc Udefl L/#
Gravity Non -Gravity
TPI Sid: 2014 1
VERT(LL): 0.315 M 433 36C
Loc R+ / R. I Rh / Rw / U / RL
Rep Factors Used: Varies by Ld C g4I5RT(CL): 0.562 M 243 240
B 699 /- I- 1- 1215 /-
FT/RT:10(0)/10(10)
HORZ(LL): 0.249 K - -
1 699 /- /• /- /215 /-
Plate Type(s):
HORZ(fL): 0.449 K - -
Wind reactions based on MWFRS
WAVE
Creep Factor. 2.0
B Brg Width = 7.6 Min Req = 1.5
Max TC CSI:. 0.603
1 Brg Width = 7.6 Min Req = 1.5
Max Be CSI: 0.986
Bearings B & I are a rigid surface.
Max Web CSI: 0.370
Bearings B & I require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Wgt: 77.71bs
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 19.01.00A.0618.15
A-B 35 -16 F-G 477 -1852
B - C 238 -876 G - H 269 -956
C - D 260 -957 H - I 238 -876
D-E 474-1843 I-J 35 .16
E - F 477 -1888
Maximum Bot Chord Forces Per Ply (Ibs)
Chords _Tens.Comp. Chords Tens. Comp
B - R
687 -184
N - L
1958
-502
R-P
94 -25
G-L
209
-854
Q-D
205 -845
M-K
94
-25
Q-0
1951 -500
K-1
687
-183
O - N
1918 -487
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
C - R
126 -422
N - F
84
-230
R-Q
768 -205
M-L
11
-30
Q-P
11 -30
L-K
767
-204
E-O
79 -216
H-K
126
-421
E-N
13 -38
Rm Tnix[xe.
Manual Marker, P.E.
#047182
4620 PaMYew Dr
St Cloud, FL 34771
Job Truss Truss Type Uty Ply 0724r2019 2518
WRMSBM1674B2 I B06 I COMN 1 1 1 1
T
t
1 y-
SEAT PLATE REQ.
0"
11'8"
5'10"
SEAT PLATE REQ.
r
1-1-4- -1 2-6"2 '{P 64"12 =}
2-6"2 —1'4" —{
Loading Criteria (psq Wind Criteria Code I Misc Criteria DeRICSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc L/defl L/#
Gravity Non -Gravity
TCDL: 10.00 Speed: 160 mph TPI Sid: 2014 VERT(LL): 0.230 L 593 Wit
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.424 L 321 240
B 525 P /- 1320 /132 /110
BCDL: 7.00 Risk Category: ll FT/RT:10(0)/10(10) HORZ(LL): 0.229 H - -
F 525 /- 1- /320 1132 1-
EXP: B Kzt: NA Plate Type(s): HORZ(TL): 0.422 H - -
Wind reactions based on MWFRS
Des Ld: 37.00 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: 0.313
F Erg Width = 7.6 Min Req = 1.5
Load Duration: 1.25 BCDL: 4.2 psi
Bearings B & F are a rigid Surface.
Spacing: 24.0 " MWFRS Parallel Dist: 0 to hl2 Max BC CSI: 0.313 -
Bearings B & F require a seat plate. '
C&C Dist a: 3.00 It Max Web CSI: 0.464
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 4.50 Will 50A Ras
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Wind Duration: 1.60 VIEW Ver. 19.01.00A.0618.15
A-B 35 0. D-E 348 -785
Lumber
B-C 200 -308 E-F 211 -308
C- D 363 -785 F- G 35 0
Top chord 2x4 SP 24001-2.OE
-
got chord 2x4 SP #2
Webs 2x4 SP #3
Maximum got Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
Plating Notes
B - N 111 -45 K- H 746 -211
(++) - This plate works for both joints Covered.
C - M 571 -150 J -1 0 0
Purlins
M-K 746 -211 I-F 111 -50
N-L 0 0 H-E 571 -143
In lieu of structural panels or rigid ceiling use pudins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
Maximum Web Forces Per Ply (Ibs)
BC 30 0.15 2.36
Webs Tens.Comp. Webs Tens. Comp.
BC 88 2.36 9.30
BC 30 9.30 11.52
'
M-N 96 -25 H-I 96 -28
Apply puriins to any chords above or below fillers
D - K 159 -10
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
"WARNING" Please thoroughly review the -A-1 ROOF TRUSSES(•SELLER•), GENERAL TERMS and CONOmONS CUSTOMER(•aUYEW) ACKNOWLEDGMENT°fonm.
itVerity
design pareasters and read notes an this Truss Design Dramdrg (Too) and Ne Spedalty Engineer roer referesheet before use. Unless othowdso stated on Me
TDD, Doty Alpine
connector plates shall be used for the TDD to he valid. As a Tmss Design Engineering 0.e. Sp ongy Engineer), the seal an any TDD represents an acceptanm olihe professional engineedn
Manuel Marine; P.E.
respapal ity for the design of the single Truss depicted on the TDD a*. under TPl-1. Tine design assumptions, loading conditions, willantl use of this Truss for any Building is the
responsibilityof Me Owner, the Oxne/saueral agents, the Building Designer, in the confect dubs IRC, the IBC, loW building code and W1.1. Theapprowlofthe TDDandaMfield
#047182
he Tm use oftss, aduaing handling. storage, installation and treating shell be rite napetsibily, of Me BUJdmg Descontractor.nerand contractor. Allnotessetout In Ne TDDarldthepreatuesand
4620 PadNew Dr
gulddinesof Oe Building Competent Safety lnformatlon(BSCI)puGlshed by TPl and SSCAare refereapandfagenerelguidance. TPI-ldefines NeresponsibilltleswddWwofNe
Tmss
St Cloud, FL 34771
Designer, Specialty Engineer and Tmss Manufacturer, unless otheWse deigned by a Contrald agread upon In writing by all reet"involved The apecaltyEngineer
Is NOT the
Suudmg DmignerorTmss Sys Engineerdeny Wfldirg. Ae ppitalll Mtemp are asdefinea In TPN.
('MMinM9311rfl P-1 PmlThuvav—RamNwynn Nrnledm,maM. M xm Imo. W nmhiMM wtltwX tlw wlMn mmJ vim n(Mt RMTnixut
Job Truss
WRMSBM1674B2 I C01
Truss Type Qty I Ply 07/242019
GABL 1 1
10.6 atl6 6M tl �6 6]tl6]tltl 6796 1p]q
I-sas-I
I-sru
a., v.... SFA ,eaE6
F+'•'H
I-=a1-2a'6 7--1--Sj- -J--z mej
td! MY 4B♦ MA
Loading Criteria (psq
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7.10
TCDL: 10.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCOL: 7.00
Risk Category: 11
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 M-30
Sot chord 2x4 SP M-30
Webs 2x4 SP N3
Special Loads
-(Lumber Dur.Fac.=1.251 Plate Dur.Fac. 1.25)
TC: From 62 plf at -1.33 to 62 plf at 3.03
TC: From 31 plf at 3.03 to 31 plf at 16.97
TC: From 62 plf at 16.97 to 62 plf at 21.33
BC: From 14 plf at 0.00 to 14 plf at 3.03
BC: From 7 plf at 3.03 to 7 plf at 16.97
BC: From 14 plf at 16.97 to 14 plf at 20.00
TC: 107 lb Cone. Load at 3.03,16.97
TC: 67 lb Cone. Load at 5.06, 7.06, 9.06,10.94
12.94,14.94
BC: 104 lb Cone. Load at 3.03,16.97
SC: 44 lb Cone. Load at 5.06, 7.06, 9.06,10.94
12.94,14.94
Plating Notes
All plates are 1.5X4 except as noted.
Purllns
In lieu of structural panels or rigid calling use pudins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 0 3.01 16.99
Sc 99 0.15 19.85
Apply puffins to any chords above or below fillers
at 24' OC unless shown otherwise above.
Code / Miss Criteria
Code: FSC 2017 RES
TPI Sid: 2014
Rep Factors Used: Varies by Ld
FT/RT:10(0V10(10)
Plate Type(s):
WAVE
Deb/CSI Criteria
PP Deflection in loc Udefl LNi
VERT(LL): 0.212 H 999 361
aERT(CL): 0.411 H 574 241
HORZ(LL): 0.088 D - -
HORZ(TL): 0.170 D - -
Creep Factor. 2.0
Max TC CSI: 0.696
Max BC CSI: 0.981
Max Web CSI: 0.417
Wgt: 134.4 Ibs
VIEW Ver. 19.01.00A.0618.15
Wind
Wind loads based on MWFRS.
Additional Notes
See STD DETAILS for gable wind bracing requirements.
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.
Please dloreughly review the -A-1 ROOF TRUSSES CSELLER'), GENERAL TERMS and CONDITIONS
tars and reed notes on this Truss Design Drawing CM) and Me Sperlalty Erlgloeer reference sheet Were u:
1 be used for the TOD to be valid. As a Tmw Design Ergineedng (.e. Spedalty Engineer), rue seal m aq TC
leslanofthesinale Tmu deDidcdmthe TDDDNv.under TPI-1.Thedeaannneumntinne. Inadlnmmndalnns
F v'•
2541
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ !R- /Rh /Rw /U /RL
B 2314 !- /- 1773 /527 l329
J 2317 /- /- 1773 /525 1-
Wind reactions based on MWFRS
B Brg Width =7.6 Min Req=2.7
J Brg Width = 7.6 Min Req = 2.7
Bearings B & J are a rigid surface.
Bearings B & J require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 75 -27 F-G 1331 -2190
B - C 1906 -4086 G - H 1244 -2252
C - D 1173 -2440 H -1 1172 -2442
D - E 1245 -2251 I - J 1905 -4094
E-F 1331 -2190 J-K 75 -27
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-N 3585-1512 M-L 36M -1534
N - M 3593 -1502 L - J 3593 -1545
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Camp
C-N
175 -22
F-Q
1094 -621
C - O
752 -1353
Q - R
763 -1369
C-M
248 -288
R-S
758 -1362
O - P
757 -1362
S -1
752 -1353
P-Q
763-1369
L-I
176 -17
M -1
257 -297
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp
D-O 136 -213 R-G Z77 -267
E-P 277 -264 S-H 136 -214
Q - M 378 -90
Manuel Martine; P.E.
9047182
4620 PaWwo Dr
St Gwd, FL 34771
d by TPI and 5eCAarereferenced forgenersl guidance. TPI-)defines
defined by a Contract agreed upon in writing by eO Press involved. The
tams are as defined! In TP41.
Job
WRMSBM 1674B2
rruss rruss type
CO2 COMN
Ury 2 1y I urawmuie
2519 °
r
71
SEAT PLATE REQ.
�- 1'4°'j
10,
Loading Criteria (psQ
Wind Criteria
Code I Mlsc 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
FTIRT:10(0)/10(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 h/2
C&C Dist a: 3.00 ft
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
Webs 2x4 SP #3
Purllns
In lieu of structural panels or rigid ceiling use pudins
to laterally brace chords as follows:
Chord Spacing(in
oc) Start(ft) End(ft)
BC 120
0.15 19.85
Apply puriins 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
shall be
10, -{
D�4x4
=JAO
20'
DeflICSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): 0.039 H 999 361
VERT(CL): 0.074 H 999 241
HORZ(LL): 0.017 H - -
HORZ(TL): 0.033 H - -
Creep Factor. 2.0
Max TC CSI: 0.285
Max BC CSI: 0.854
Max Web CSI: 0.201
Wgt: 91.0 Ibs
VIEW Ver. 19.01.00A.0618.15
TERMS and CONDITIONS
r
SEAT PLATE REQ.
I- 1'4-"j
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ IR- /Rh /Rw /U /RL
B 843 /- A 1491 1209 /165
F 843 A A /491 /209 /-
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 & 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 434 -926
B - C 523 .1253 E - F 523 -1253
C- D 433 .926 F- G 35 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - H 1068 -354 H - F 1068 - 395
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - H 226 -344 H - E 226 -344
D-H 518 -196
Manuel McAnaz, P.E.
#047182
4620 ParkV," Or
St Clad, FL 34771
Dar
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WRMSBM1674B2 CJ1 JACK 6 1
1
Loading Criteria (psp
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 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
12
6 � C
2X4(A1) B/�
\/ SEAT PLATE REQ.
�-- 1'4" 11 "11 -�
Code I Misc Criteria
Def1ICS1 Criteria
♦ Maximum Reactions (Ibs)
Code: FBC 2017 RES
PP Deflection in loc L/deft L/4
Gravity Non -Gravity
TPI Sld: 2014
VERT(LL): NA
Loc R+ / R- I Rh / Rw I U / RL
Rep Factors Used: Yes
VERT(CL): NA
B 197 /- I- /172 169 /33
FT/RT:10(0)110(10)
HORZ(LL):-0.000 D - -
D 6- /-11 I- /15 115 /-
Plate Type(s):
HORZ(TL): 0.000 D - -
C - /-33 I- /29 143 P
WAVE
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: 0.036
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.
It: 5.61bs
Bearing B requires a seat plate.
VIEW Ver. 19.01.00A.0618.15
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp:
Lumber
Top chord 2x4 SP 42. A-B 35 0 B-C 56 -29
Bot chord 2x4 SP #2
Maximum Bot Chord Forces Per Ply (Ibs)
Purlins Chords Tens.Comp.
In lieu of structure[ panels or rigid ceiling use puriins B - D 0 0
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 10 0.15 0.97
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.
seal on
in".
uilding Is me Manuel Martinez, P.E.
)and any field %047782
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ties of the Truss St Cloud. Fi. 34771
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Job I Nss
WRMSBM1674B2 CJ1A
Rl.a IYPU
JACK
12 6 C
p
1111.5X4B
TA
O1
m
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1113X6E
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SEATS PLATE RED.
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i
1
2521
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Code I Misc Criteria
Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
De0/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): 0.000 B 999 360
VERT(CL): 0.000 B 999 240
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
LOG R+ / R- I Rh 1 Rw I U / RL
E 178 !- P 1171 /81 /-
BCDL: 7.00
Risk Category: II
FT/RT:10(0)/10(10)
HORZ(LL): 0.000 B - -
D 15 /- A 110 /- P
EXP: B Kzt: NA
Plate Type(s):
HORZ(TL): 0.000 B - -
C - /-32 I- /46 /60 /33 -
Des Ld: 37.00
Mean Height: 15.00 ft
WAVE
Creep Factor. 2.0
Wind reactions based on MWFRS
NCBCLL: 10.00
TCDL: 4.2 psi
Max TC CSI: 0.180
E Big Width = 6.9 Min Req = 1.5
Load Duration: 1.25
BCDL: 4.2 psf
Max BC CSI: 0.007
D Brg Width = 1.5 Min Req = -
Spacing: 24.0 "
MWFRS Parallel Dist: 0 to h/2
C Big Width = 1.5 Min Req = -
C&C Dist a: 3.00 it
Max Web CSI: 0.094
Bearing E is a rigid surface.
Loc. from endwall: not in 4.50
Wgt 8.41bs
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
A-B 37 0 B-C 151 -59
Top chord 2x4 SP #2
Sot chord 2x4 SP #2
Webs 2x4 SP #3
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Purllns
E-D 0 0
In lieu of structural panels or rigid ceiling use puriins
to laterally brace chords as follows:
Chord Spacing(In oc) Start(ft) End(ft)
Maximum Web Forces Per Ply (Ibs)
BC 11 0.00 0.91
Webs Tens.Comp.
Apply pudins to any chords above or below fillers
B - E 317 -172
at 24' OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
review Ito-A-1ROOF TRUSSES ("SELLER-), GENERAL TERMS and CONDITIONS
an Ihla Truss Design Down, (MD) and one spedally Egineer reference sheet batons m
D to M valid As a Truss Dealan Enaine urino f.e. SnedalN Enalneerl. the seal an anv Tr
Manuel Martinez, P.E.
#047182
4670 PaWi. Dr
St Mud, FL 34771
use of ihu Time for an
I. The approval of to
setculinihe TDDand
No rmoonsibliime and
cent RWTn.
Job Truss Truss Type Qty Ply 07/24/2019
e WRMSBM1674B2 CJ3 JACK 3 1
2522
C
12
TC:)
6
_
2X4(A1) B � N
3
A D
SEAT PLATE REQ.
�--- 1'4"
Loading Criteria (pep
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: ll
FT/RT:10(0)110(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 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
Bot chord 2x4 SP #2
Purling
In lieu of structural panels or dgid ceiling use pudins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 34 0.15 2.97
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
2'11"11 �{
DeB/DSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc Udell U#
Gravity Non -Gravity
VERT(LL): NA
Loc R+ / R- / Rh / Rw / U / RL
VERT(CL): NA
B 220 /- /- /167 /51 /62
HORZ(LL): 0.001 D - -
D 43 /- /- /31 12 /-
HORZ(fL):0.001 D - -
C 66 /- /- /28 /29 /-
Creep Factor. 2.0
Wind reactions based on MWFRS
Max TCCSI: 0.322
B Brg Width =7.6 Min Req =1.5
Max BC CST: 0.072
D Brg Width =1.5 Min Req = -
Max Web CSI: 0.000
C Brg Width = 1.5 Min Req = -
Beadng B is a rigid surface.
Wgt: 11.2 lbs
Beadng B requires a seat plate.
VIEW Ver. 19.01.00A.0618.15
Maximum Top Chord Forces Per Ply (Ibs)
Chards Tens.Comp. Chords Tens. Comp.
A-B 35 0 B-C 30 -89
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
g (I.e. specially Eiglnear), Ne seal on airy TDD represents an aceeptance of are P-fesslonal engineedn�
The design assumptions, loading candNons,sultabllityand use of this Truss tar any Building is Ne Manuel Martina PE
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Job Truss Truss Type Qty Ply 07242019 2523
WRMSBM1674B2 CJ3A JACK 1 1
C
12 T
6 p
W1.5X4B
T AV
O1 HB i'117
m
1113X6 E D
SEAT PLATE REQ.
Loading Criteria (,q
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: If
EXP: B Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 It
NCBCLL: 10.00
TCDL: 4.2 fast
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
GCpl: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #2
Sot chord 2x4 SP #2
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1--- 2715
Code / 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(I-Q: 0.000 B 999 360
Loc R+ / R- I Rh / Rw / U I RL
Rep Factors Used: Yes
VERT(CL): 0.000 B 999 240
E 193 !- I- /169 176 1-
FT/RT:10(Ov10(10)
HORZ(LL):-0.000 B - -
D 38 I- 1- /23 /- !-
Plate Type(s):
HORZ(TL): 0.000 B - -
C 45 I- I- /38 /15 /53 '
WAVE
Creep Factor. 2.0
Wind reactions based on MWFRS
Max TC CSI: 0.197
E Brg Width = 6.9 Min Req = 1.5'
Max BC CSI: 0.050
D Brg Width = 1.5 Min Req = -
Max Web CSI: 0.091
C Brg Width = 1.5 Min Req = -
Beadng E Is a rigid surface.
Wgt: 14.0 Ibs
Bearing E 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 0 B-C 156 -52
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Purlins
E-D 0 0
In lieu of structural panels or rigid ceiling use puriins
to laterally brace chords as follows:
Chord Spacing(in oc) Starl(ft) End(ft)
Maximum Web Forces Per Ply (Ibs)
BC 27 0.00 2.24
Webs Tens.Comp.
Apply pudins to any chords above or below fillers
B E 305
at 24' OC unless shown otherwise above.
- -178
Wind
Wind loads based on MWFRS with additional C&C member design
and
on
form.
wwm�.
Manual Martna P.E.
#047182
4620 ParkVew Dr
St Gootl, FL 34771
Job Truss
WRMSBM1674B2 CJ5
Truss Type
JACK
Qty I Ply
3 1
07/24/2019
2524
-J_
SEAT PLATE REQ.
�— — 1'4" 4'11"11
C
Loading Criteria fi ri Wind Criteria
Code I Mlsc Criteria
De01CS1 Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Code:FBC 2017 RES
PP Deflection in Too Udell LNt
Gravity Non -Gravity
TCDL: 10.00 Speed: 160 mph
TPI Sid: 2014
VERT(LL): NA
Loc R+ / R- / Rh l Rw / U I RL
BCLL: 0.00 Enclosure: Closed
Rep Factors Used: Yes
VERT(CL): NA
B 288 /_ /_ /253 f75 192
BCDL: 7.00 Risk Category: ll
FT/RT:10(0)110(10)
HORZ(LL): 0.005 D - -
D 77 /- /- /89 135 I-
EXP: B Kzt: NA
it Ld: 37.00 Mean Height: 15.00
Plate Type(s):
WAVE
HORZ(TL): 0.008 D - -
C 128 1- /- /69 153 A
NCBCLL: 10.00 TCDL: 4.2 psf
Creep Factor. 2.0
Wind reactions based on MWFRS
Load Duration: 1.25 BCDL: 4.2 psf
Max TC CST: 0.510
B Brg Width = 7.6 Min Req = 1.5
D Brg Width =1.5 Min Req = -
Spacing: 24.0' MWFRS Parallel Dist: 0 to hYL
Max BC CST: 0.284
C Brg Width =1.5 Min Req = -
C8C Dist a: 3.00 It'
Max Web CST: 0.000
Bearing B is a rigid surface.
Loc. from endwall: Any
Wg[: 18.21bs
Bearing B requires a seat plate.
GCpi: 0.18
Wind Duration: 1.60
VIEW Ver. 19.01.00A.0618.15
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Lumber
Top chord 2x4 SP#2
A-B 35 0 B-C 57 -156
Bot chord 2x4 SP #2
Maximum Bot Chord Forces Per Ply (Ibs)
Purlins
Chords Tens.Comp.
In lieu of structural panels or rigid ceiling use pudins
B - D 0 0
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 58 0.15 4.97
Apply pudins to any chords above or below filers
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.
an
form.
the
and
RW Tnaxe.
.1ding is ree 1 Manuel Marone RE
)and any field #a47182
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ues of the Truss al Cloud, FL 34771
the
Job Truss Truss Type City Ply 07/242019
WRMSBM1674B2 I HJ3 I HIP_ 12 1 I 2535
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 Kzb NA
Des Ld: 37.06
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: 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 #2
Rot chord 2x4 SP #2
Special Loads
-(Lumber Dur.Fac.=1.25 / Plate Dur.Fac=1.25)
TC: From 0 plf at -1.89 to
61 plf at 0.00
TC: From 2 pit at 0.00 to
2 pit at 4.18
BC: From 2 plf at 0.00 to
2 pit at 4.18
TC: -20 lb Conc. Load at 1.38
BC: 12lb Conc. Load at 1.38
Purlins
In lieu of structural panels or rigid ceiling use pudins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 48 0.15 4.18
Apply puriins to any chords above or below fillers
at 24' OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
-WARNING- Please
�--1,10'10
-20#
�-- 29°10 -�
SEAT PLATE REQ.
12#
Code / Mlsc Criteria
Code: FBC 2017 RES
TPI Sld: 2014
Rep Factors Used: Varies by Ld
FT/RT:10(Oy10(10)
Plate Type(s):
WAVE
end
C
TT
-17 04
1
Deb/CSI Criteria
PP Deflection in loc Udefl LNI
VERT(LL): NA
ME RT(CL): NA
HORZ(LL):-0.002 D - -
HORZ(TL): 0.003 D - -
Craep Factor. 2.0
Max TC CSI: 0.100
Max BC CSI: 0.133
Max Web CSI: 0.000
Wgl: 16.81bs
VIEW Ver. 19.01.00A.0618.15
P
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Lac R+ /R- /Rh IRw lU /RL
B 169 P !- A /104 !-
D 61 PI 1- A /9 !-
C 40 /-5 !- I- 114 /-
Wind reactions based on MWFRS
B Brg Width = 10.0 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = - -
Bearing B is a rigid surface.
Bearing B requires seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 19 -9 B-C 22 -11
Maximum Rot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
.p l Fred Tn.
ullEing is Ne Manuel Martinis, P.E.
l antl anyfieitl g0471N
ryed sentl 4620ParUm Or
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WRMSBM1674B2 HJ7 HIP_ 1 1
-i
.20# 321 256#
} +
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SE TPIATERED.
1-10.10 9-10.1
Loading Criteria(ps
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. 11 .
EXP: B Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 it
NCSCLL: 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 2400f-2.OE
Webs 2x4 SP 43
Special Loads
-(Lumber Dur.Fac =1.251 Plate Dur.Fac=1.25)
TC: From 61 pit at -1.89 to 61 plf at 9.84
BC: From 14 pit at 0.00 to 14 plf at 9.84
TC: -20 lb Conc. Load at 1.38
TC: 132 lb Conc. Load at 4.21
TC: 256 lb Conc. Load at 7.03
BC: 12 lb Conc. Load at 1.38
BC: 86 lb Conc. Load at 4.21
BC: 165 lb Conc. Load at 7.03
Purlins
In lieu of structural panels or rigid ceiling use puffins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(it)
BC 116 0.16 9.84
Apply pudins to any chords above or below fillers
at 24° OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
I-1'49-1-2-9.15 8 j 2715-1
IN 86# 155#
Code / Misc Criteria
Code:FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Varies by Ld
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
De0/CSI Criteria
PP Deflection in loc Lldefl L14
VERT(LL): 0.037 G 999 36
WERT(CL): 0.066 G 999 24
HORZ(LL): 0.008 F - -
HORZ(TL): 0.015 F - -
Creep Factor. 2.0
Max TC CSI: 0.667
Max BC CSI: 0.561
Max Web CSI: 0.904
Wgt: 44.8 Ibs
VIEW Ver. if
TERMS and CONDITIONS
D
j
I
1`
♦ Maximum Reactions (Ibs)
Gravity Nan -Gravity
Loc R+ ! R. / Rh / Rw / U / RL
B 739 !- !- /- /343 I-
E 492 P A /- /152 b
D 243 P I- 1• /103 1-
Wind reactions based on MWFRS
B Brg Width =10.0 Min Req = 1.5
E Brg Width =1.5 Min Req = -
D Brg Width =1.5 Min Req = -
Searing B is a rigid surface.
Beading B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 37 -17 C-D 81 -116
B - C 549 -1452
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-G 1353 -48B F-E 0 0
G - F 1338 -487
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
G-C 241 -11 C-F 508 =1396
on
In
TPIA defines
imd.d. The
Manuel Marone; P.E.
#047182
4620 Pa1Nee Dr
St Gaud, R 34771
Joe
WRMSBM167462 HJ7S HIP yN= 1y 1y
2537
Loading Criteria (pail
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 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 #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Special Loads
-(Lumber Dur.Fac =1.251 Plate Dur.Fac =1.25)
TC: From 0 plf at -1.97 to
61 plf 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: 661b Conc. Load at 0.35
TC: -12 It, Conc. Load at 1.29
TC: 173lb Conc. Load at 3.17
BC: 43 lb, Conc. Load at 0.35
BC: 15 lb Conc. Load at 1.29
BC: 116 Ib Conc. Load at 3.17
Purling,
In lieu of structural panels or rigid ceiling use put dins
to laterally brace chords as follows:
Chord Spacing(in oc) Stad(ft) End(ft)
BC 72 0.00 5.98
Apply putting to any chords above or below fillers
at 24` OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
Left bottom chord exposed to wind.
88# .12pf 17M
I --n-10
12
4.24 I7
P� Ne 5•a'a '--
1
SFATRA7E PEe.
58'4-�
j 511'12
A 1'W 15�1'f0'1g 1M
4W 1 116K
Code! Misc Criteria
Code: FSC 2017 RES
TPI Sld: 2014
Rep Factors Used: Varies by Ld
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): -0.000 B 999 36(
1tRT(CL): 0.001 B 999 24(
HORZ(LL): 0.000 B - -
HORZ(TL): 0.000 B - -
Creep Factor. 2.0
Max TC CSI: 0.723
Max BC CSI: 0.662
Max Web CSI: 0.039
Wgt: 23.8 Ibs
VIEW Ver. 19.01.00A.0618.15
r
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ 1R- /Rh 1Rw 1U /RL
E 320 1- l- 1- 1141 /-
D 102 I- 1- l- , 112 P
C 93 P /- /- - /42 /- -
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 seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 20 -9 B-C 34 -49
Maximum Bot Chord Forms Per Ply (Ibs)
Chords Tens.Comp.
E-D 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - E 131 -207
—WARNING" Please 0lomughly reviaw Me 'AA ROOF TRUSSES ('SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER') ACKNOWI
vents deign Parameters and read notes on this Truss Design Da wing QDD) and Me Speclelty Engineer reference sheet before use. Unless othervdce stated on the TDI
oanmem, plates shall be used for to TDD to be.11d. As a Tress Design Engineering 0.e. Spealalty Engineer), Me seal on any Too represents an acceptance of Me pn
responsibility far Me design of Me single Trues depicted as Me Too only, under TPM. The design assumptions, leading candnons, suitability and use M Mis Truss for an
responsibllity More Owner, Me Owner's authorized agent orate Building Designer, in Me contenof Me IRC, to IBC, foal building seem and TPI-1. The epprevM M Me'
useofthe Truss.I dudinghandling,=mg%ImWladonandbrecingsheilbe Meresponsibllityofthe Bulking Designerantleenb Mr, Aanplassetoulia Me TDDand
guidelines of Me Burning Component Safety lMorabon(BSCI) Welshed by TPI and SBCA are referenced forgeneal guidance. TPI-1 defines Me responsibilitbes and
Designer, SpeGalty Engineer and Truss Manufacturer, unless oMentise defined by a Contrast agreed upon In wilting by all parties ImoNed. The Spedalty Engineer is Ni
gelding Designer or Tmss System Engineerof any bugding. Allapilalized tame ereas tlefinetl in TPI-i.
f unolEO2nifi Yl RmlThuun-RnrvMivlinn Nlruv hnvnua. Mmvfrvm.4nmNNtMwCMOtluwNun r+mAtWnNM1PMTnws�c
Manuel Madinu%P.E
4047182
4620 ParkMew Or
St Cloud, FL 34771
Job Tress
WRMSBM1674B2 HJB1
Truss Type City Ply 07/24/2019
HIP_ 2 I 1 I 2538
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: ll
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: 3.00 It
Loc. from endwall: not in 4.50
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #2
got chord 2x4 SP #2
Webs 2x4 SP #3
Special Loads
-(Lumber Dur.Fac. 1.25 / Plate Dur.Fac =1.25)
TC: From 0 pIf at .1.42 to
62 plf at -0.00
TC: From 2 pIf at -0.00 to
2 pIf at 4.33
BC: From 2 pIf at 0.00 to
2 plf at 4.33
TC: 97lb Cone. Load at 2.69
BC: 68 lb Cone. Load at 2.69
Plating Notes
(++) - This plate works for both Joints covered.
Purlins
In lieu of structural panels or rigid ceiling use purling
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(fl)
BC 32 0.15 2.58
BC 23 2.58 4.33
Apply pudins to any chords above or below fillers
at 24' OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
9T#
iT10�
2 TT5S6 1 2 \3x6(w)C
Ta2X4(A1)B HB 1T4 I N
1 A 11I 1
p&fa
SEAT MATE RED.
�4715 �(
Code / Misc Criteria
Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Varies by Ld
FT/RT:10(0Y10(10)
Plate Type(s):
WAVE
Bell
Defl/CSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): 0.025 F 999 36(
'§O=RT(CL): 0.048 F 999 24(
HORZ(LL): 0.013 G - -
HORZ(TL): 0.025 G - -
Creep Factor. 2.0
Max TC CSI: 0.334
Max SC CSI: 0.096
Max Web CSI: 0.106
Wgt: 19.6 Ibs
VIEW Ver. 19.01.00A.0618.15
na%r. Me 'A-1 ROOF TRUSSES ('SELLER°), GENERAL TERMS and CONDITIONS
on Ma Truss Design Drawing CMD) and the SMdalty Engineer referenw sheet before a;
D W be valid. As a Tmss Design Englneedng 0.e. Specialty Engineer), the seal on any TE
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- IRh /RW /U /RL
B 161 b l• 1- /33 1-
E 48 1- /- 1- l3 1-
D 75 I- 1- l- 117 /-
Wind reactions based on MWFRS
B Brg Width = 8.3 Min Req = 1.5
E Brg Width = 1.5 Min Req = -
D 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 18 -8 C-D 32 -10
B-C 14' -60
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-H 23 -5 G-E 0 0
C-G 18 0 H-F 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
G-H 87 -7
anyawO 0a is6 Manuel lAaNne P.E.
a TDDBndeny field #047182
'd Ne practices and 4620 Pa�ew or
d tlatiss of the Tmss St gauQR 34771
NOT the
The
kmMiNIMWaI ,IMWi11nmmnnir n1A.l Rm(Tn
Job
WRMSBM1674B2
Truss
J3
Truss Type
EJAC
City I Ply
8 1
0712412019
2525
T3
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 Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCSCLL: 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: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purling
to laterally brace chords as follows:
Chord Spacing(in oc) Stari(ft) End(ft)
BC 34 0.15 3.00
Apply pudins to any chords above or below fillers
at 24' OC unless shown otherwise above.
SEAT PLATE REQ.
C
1'4" 1 3' j
Code I Misc Criteria
Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Wind
Wind loads based on MWFRS with additional C&C member design
r
DenICSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc L/de8 LMt
Gravity Non -Gravity
VERT(LL): NA
Loc R+ / R- / Rh / Rw / U / RL
VERT(CL): NA
B 221 /- /- 1168 /51 /63
HORZ(LL): 0.001 D - -
D 44 /- /- /31 /2 /-
HORZ(TL): 0.001 D - -
C 67 1- P 129 /29 /-
Creep Factor. 2.0
Wind reactions based on MWFRS
Max TC CSI: 0.322
B Big Width = 7.6 Min Req = 1:5
Max BC CSI: 0.075
D Bing Width = 1.5 Min Req = -
Max Web CSI: 0.000
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Wgt 11.21bs.
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 30 -90
Maximum got Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
Please Momughly. review the -A-1 ROOF TRUSSES CSELLER'), GENERALTERMS and CONDITIONS CUSTOMER ('BUYER') AC(NOWLEDGMENT' form.
tars and read notes on this Truss Design Drawing (TDD) and rue Spee airy Engineer reference sheetbefore use. UNess olhemAns stated on the TDD, only PJpine
be used for Me T00 to bra valid. As a Truss Design Engineering g.e. S,odaby Engineer), Me seal seany TDD represents an acceptance of Me ss pmfelanal engin
lesign of Me single Truss depicted on Me TDD only, under TPI-1.The design assumptions, leading writers,susabliity and use of Mis Truss for any BUOding is Na Manuel Manua; P.E.
nvnen Me Ovmels seven agent orihe Building Designer, into canted opine IRC, Me IBC, low? building code and TP4-1. Theapprovalof Me TDD and anyfield #047102
?ding handling. sbrage,NstallaWrand basing shall be Me re xnalbiptyof Me Building peognerard commotor. AllnWes set outNMe TDO eetl Me pradicesend 4620 Pi or
1ingcomaponent Safety lnfarril(BSCI) published by TPl and SBCA are referenced for general guidance. TPI-1 defines Me responsibilitles and doges of Me Truss St Cloud, Fl. 34771
r dTmu ManWarL .uNe of aWti defin Waf nt daareedumninw finahvallnaN endued. T SmdalNEnaimeris NOT Me
Job Iuss Truss Type pry I Ply 07/24/2019
WRMSBM1674B2 J34 I JACK 4 1 2526
1i
I T4"
Loading Criteria (psfl Wind Criteria
Code / Misc Criteria
Defl/CSI Criteria
A Maximum Reactions (Ibs)
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 Sld: 2014
VERT(LL): NA
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed
Rep Factors Used: Yes
VERT(CL): NA
B 201 /- I- /177 /54 163
BCDL: 7.00 Risk Category: ll
FT/RT:10(0)l10(10)
HORZ(LL): 0.001 D - -
D 51 /- I- /59 /23 /-
EXP: B Kzt: NA
Des Ld: 37.00
Plate Type(s):
L : 0.002 D - -
HORZ(r)
C 83 /- A /44 134 /-
Mean Height: 15.00 ft
NCBCLL: 10.00 TCDL: 4.2 psf
WAVE
Creep Factor: 2.0
Wind reactions based on MWFRS
Load Duration: 1.25 BCDL: 4.2 psf
Max TC CSI: 0.143
B Brg Width = 3.0 Min Req = 1.5
Spacing: 24.0 ° MWFRS Parallel Dist: 0 to h/2
Max BC CSI: 0.144
D Big Width =1.5 Min Req = -
C Big Width =1.5 Min Req = -
C&C Dist a: 3.00 ft
Max Web CSI: 0.000
Bearing B is a rigid surface.
Loc. from endwall: not in 4.50
Wgt: 12.6 Ibs
Maximum Top Chord Forces Per Ply (Ihs)
GCpi: 0.18
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60
VIEW Ver. 19.01.00A.0618.15
Lumber
A-B 26 0 B-C 37 -74
Top chord 2x4 SP #2
Sot chord 2x4 SP #2
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Purling
In lieu of structural panels or rigid ceiling use pudins
B-D 0 0
to laterally brace Chords as follows:
Chord Spacing(in DO) Start(ft) End(ft)
BC 39 0.13 3.33
Apply putting to any chords above or below fillers
at 24° OCunless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Left bottom chord exposed to wind.
"WARNING" Please thoroughly review Me 'A-1 ROOF TRUSSES ('SELLER'), GENERAL TERMS and CONDmONS CUSTOMER ('BUYER-) ACRNOWLEDGMEN7'foatinn.
rmedesign gam used fronotes
T00 bthis
codes As. TrussdMSpecialty Engineer reference sheet before use. Unless otherwise sated on Me TOO. only Alpine
p gEngineeringQe. Bpetlaly Engineer), Me seal on any TDD represent an accepienre aline professional engineertl
sPonsibility for the design of the single Truss depleted oa the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is Me Manuel Merin P.E.
sPpnsibildy offhe Ownen the Owners autlmrhed agent dram Budding Designer, In Me content of nee IRC, Me IBC, local building code and TPI-1. Theappmvalofthe TODandanyfeld 70471B2
se of the Truss, Moduding handling, storage, translation and trading shall be Me responsibility of the Budding Designer and Contrador. Allnotessetoutinlhe TUDendthepac&.sand 4620 Parkiliew Or
uidelines oiled Building Component Safdty Information (BSC))putt¢feet by TPl and SBCA are referenced far general guldarce. TPI-1 defines the responsibilities and duties of Ne Truss St CIWd, FL 34771
.signer, Spedaly Engi.rand Truss Manufacturer, unless oMe .e defined bye Co d agreed upon In wetting by ell pelves Involved. Tha Seedaltu Engineer is NOT Me
.MnnnfMi FrcJTnmsac
Job Truss Truss Type t4ry rly uy¢4¢u1B 2527
WRMSBM1674B2 I J3GE JACK I 1 I 1
SEAT PLATE REQ.
2'7"11
�-- 1'4" ----{
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(Op10(10)
EXP: B Kzt: 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 pat
Spacing: 24.0"
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00
GCpl: 0.18
Wind Duration: 1.60
'
Top chord 2x4 SP #2
cot chord 2x4 SP #2
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use pudins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 30 0.15 2.64
Apply puriins 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.
T Y
�T
cV
D III1.5X4
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or a=PLF
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
VERT(LL): NA
Loc R+ / R- / Rh 1 Rw 1 U / RL
VERT(CL): NA
D' 106 /- I- /76 113 115
HORZ(LL): 0.001 D - -
Wind reactions based on MWFRS
HORZ(TL): 0.001 D - -
0 Brg Width = 31.7 Min Req = - -
Creep Factor. 2.0
Bearing B is a rigid surface.
Max TC CSI: 0.186
Bearing B requires a seat plate.
Max BC CSI: 0.046
Maximum Top Chord Forces Per Ply (Ibs) -
Max Web CSI: 0.038
Chords Tens.Comp. Chords Tens. Comp.
Wgt:14.01bs
A-B 35 0 B-C 23 -53
VIEW Ver. 19.01.00A.0618.15 I Maximum Bat Chord Forces Per Ply (Ibs)
—WARNING" Please thoroughly review Me -A-1 ROOF TRUSSES("SELLER-), GENERAL TERMS and CONDI
entry design Parameters and read notes on Nu Truss De n le Drawing Cron) and the Specialty EngLicer reference sheet b
onneder stales shall be used for vie MD to M valid As a Truss Desion Enalneedno d.e. SoedalN Enalneerl. the seal on
Chords Tens.Comp.
B-D 155 -31
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C-D 89 -54
loon.
suuab64y entl use of Nis Truss for any Building is tin Manuel Marline; P.E.
ode and 11PI-1. The approval of vie MDantl eny field #047702
tor. M notes out out in the TOO entl Me predkesand 4620ParkVew Dr
TPI-1 seems vie responsibilities and duties olNe Trusa St Cloud. FL 34771
rvoived. The Sperlaly Engineer is NOT the
ar ai lavers eem.
Job Truss
WRMSBM1674B2 J7
Truss Type
EJAC
t I Ply
107124/2019
2528
Loading Criteria (pA
TCLL: 20.00
TCDL: 10.00
SCLL: 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
Bot chord 2x4 SP #2
T3
SEAT PLATE REQ.
1 '4" 1 7'
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 ft
Loc. from endwall: not in 4.50
GCpi: 0.18
Wind Duration: 1.60
Purllns
In lieu of structural panels or dgid ceiling use pudins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC - 75 0.15 7.00
Apply pudins to any chords above or below fillers
at 24' OC unless shown otherwise above.
Code I Mlsc Criteria
Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Wind
Wind loads based on MWFRS with additional C&C member design.
Left bottom chord exposed to wind.
review Ne'A-1
Defl/CSI Criteria
PP Deflection in too Udell L N
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
Wgb 23.81bs
VIEW Ver. 19.01.00A.0618.15
C
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- ! Rh / Rw / U / RL
B 361 /- /- /317 188 /121
D ill /- /- 1131 /52 /-
C 187 /- /- /102 177 P
Wind reactions based on MWFRS
B Big Width = 7.6 Min Req = 1.5
D Brg Width =1.5 Min Req = -
C Erg 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
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
faun.
bya Contract
R Tn.
inv %nxl.
uildirg is ibe Manuel Mann P.E
)and.11.1d 0047182
pmpUcee and 4620 PakVm Dr
lies of Me Truss St Gwd. Ft 34771
Me
aeo WRMSBM1674B2 J7Ccuss
r mos r yye
EJAC
8y lily
2529
T
1 Ts
SEAT PLATE REQ.
�— 1'4' T6.2
7-
Loading Criteria (sell
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. II
EXP: B Kzl: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 list
Load Duration: 1.25
BCDL: 4.2 psf
Spacing: 24.0 •
MWFRS Parallel Dist: h/2 to In
C&C Dist a: 3.00 O
Loc. from endwall: not in 9.00
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SIP #2
Bot chord 2x4SP #2
Webs 2x4 SP #3
Plating Notes
(++) - This plate works for both joints covered.
Purling
In lieu of structural panels or rigid ceiling use pudins
to laterally brace chords as follows:
Chord Spacing(in
oc) Starf(ft) End(ft)
Be 30
0.15 2.36
Be 58
2.36 7.00
Apply pudins to any chords above or below fillers
at 24' OC unless shown otherwise above.
f]
4W6 —j
Code I Misc Criteria
De61CSl Criteria
♦ Maximum Reactions (Ibs)
Code: FBC 2017 RES
PP Deflection in loc Udell L/#
Gravity Non -Gravity
TPI Sid: 2014
VERT(LL): 0.171 F 482 360
Loc R+ / R- / Rh / Rw / U / RL
Rep Factors Used: Yes
VERT(CL): 0.316 F 260 240
B 361 P /- 1252 /68 /121
FT/RT:10(0V10(10)
HORZ(LL): 0.081 G - -
E 98 /- /- /66 /8 /-
Plate Type(s):
HORZ(TL): 0.151 G - -
D 190 /- /- /102 178 !- -
WAVE
Creep Factor. 2.0
Wind reactions based on MWFRS
Max TC CSI: 0.786
B Erg Width = 7.6 Min Req = 1.5
Max Be CSI: 0.348
E Erg Width = 1.5 Min Req = -
Max Web CSI: 0.279
D Erg Width = 1.5 Min Req = -
Bearing B Is a rigid surface.
Wgt: 28.0 the
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 C-D 85 -118
B-C 0 -197
Maximum But 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
Wind
Wind loads based on MWFRS with additional C&C member design.
Please momua
I be used for be
TERMS and
.reference
Truss
I the TOO only, under TP41. The design assumptions, loading mndifions, whabllity and use of this Truss for any E
u are BuDding Designeq in Ne come# of the IRO, Ne IBC, brat balding code aM TPI-1. The approval of 0a TDI
nd bracing shaltbe the responsibility d the Building DesgnerarW Cenbedw. Alt notes set art in dre TDD and Ne
3SCI) published by TPI and SBCA are referenced for general guldawe. TPI-1 defines Me msponsbilides and du
assdhendsodefinedbyaConeedagreeduponinvniungbyallpaA imlvad. TheSpecialty Engineeris NOT
All capilallmd tens are as defined In TPI.1.
nt. N-1— k W. w .A our wrMrnn mnamM MM1 Innt. via.
Manuel Maftine RE
# D47182
4620 ParkV,ew Or
St allud, P. 34771
Job
WRMSBM1674B2
Truss
VM02
Truss Type
VAL
Qty 2 I Ply 107/24/2019
2530
e
15
Zb - 1'3"9
12
6
�- 1'10"8
Loading Criteria (psp
Wind Criteria
Code I Mlsc 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(0)/10(10)
-
EXP: B Kzt: NA
Plate Type(s):
Des Ld: 37.00
Mean Height: 15.00 It
WAVE
NCBCLL: 10.00
TCDL: 4.2 pat
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
got chord 2x4 SP #2
Purling
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 23 0.00 1.88
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.
Additional Notes
See STD DETAILS for valley details.
L'-i
DeIII1CSl Criteria
A Maximum Reactions (Ibs), or •=PLF
PP Deflection in too L/defl L#f
Gravity Non -Gravity
VERT(LL): 0.005 11
999 360
Loc R+ / R- / Rh I Rw / U / RL
VERT(CL): 0.009 B
999 240
D' 76 /- /- 140 111 /9
HORZ(LL): 0.002 B
- -
Wind reactions based on MWFRS
HORZCTL): 0.004 B
- -
D Brg Width = 22.5 Min Req = -
Creep Factor. 2.0
Bearing A is a rigid surface.
Max TC CSI: 0.059
Maximum Top Chord Forces Per Ply (Ibs)
Max BC CSI: 0.113
Chords Tens.Comp.
Max Web CSI: 0.000
A-B 0 -21
Wgt 5.6 Ibs
Maximum got Chord Forces Per Ply (Ibs)
I
VIEW Ver. 19.01.00A.0618.15
Chords Tens.Comp.
A-C 73 -4
Please thoreughly review the -A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS and CONOmONS
forgenerelguidance. TPI-1 d
h wdfng by e0 parties Invdved.
, dA-1 Rmf TnRuve.
y Building is the Manuel Martine; P.E.
m0 and
any field 40471 h2
Ne precgces and 4620 PadMew Or
dr0es ofNe Truss St Clad, FL 34771
Job Truss
WRMSBM1674B2 VM04
Truss Type
VAL
r I Ply 1072412019
2531
T8
Loading Criteria (Pe0
Wind Criteria
Code / Misc 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. II
FT/RT:10(0)/10(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 h/2
C&C Dist a: 3.00 It
Loa from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use pudins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 40 0.00 3.33
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
Additional Notes
See STD DETAILS for valley details.
Vedry
3r4"
B
T
00
r
1113X6
DeO/CSI Criteria
♦ Maximum Reactions (Ibs), or'=PLF
PP Deflection in loc Udell L/#
Gravity Non -Gravity
VERT(LL): NA
Loc R+ / R- / Rh / Rw / U / RL
VERT(CL): NA
C' 76 I- I- /50 117 114
HORZ(LL): 0.002 C - -
Wind reactions based on MWFRS
HORZ(TL): 0.004 C - -
C Brg Width = 40.0 Min Req
Creep Factor. 2.0
Bearing A is a rigid surface.
Max TC CSI: 0.227
Maximum Top Chord Forces Per Ply (Ibs)
Max BC CSI: 0.141
Chords Tens.Comp.
Max Web CSI: 0.075
A-B 36 -102
Will: 14.0 Ibs
Maximum Bot Chord Forces Per Ply (Ibs)
VIEW Ver. 19.01.00A.0618.15
Chords Tens.Comp.
A-C 187 -10
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B-C 193 -86
N Tni
Manuel Martine; P.E.
#0471 B2
4620 ParkVim Or
sl awd, FL 34771
Job
WRMSBM1674B2
Truss Truss Type
VM05 VAL
12
6
111.5X46
JT A
1
E
f--- 1' —'.I
Loading Criteria(psp
Wind Criteria
Code l 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(0)/10(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 lost
Spacing: 24.0'
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 it
Loc. from endwall: not In 9.00
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Bracing
Fasten rated sheathing to one face of this frame.
Purlins
In lieu of structural panels
or rigid Ceiling use pudins
to laterally brace chords as follows:
Chord Spacing(in
oc) Start(ft) End(ft)
BC 40
0.00 3.33
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.
Right end vertical not exposed to wind pressure.
Additional Notes
See STD DETAILS for valley details.
As a TN551
on tha TDD
Qty Ply
1 I
i
1
lal
DeflICSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): 0.000 C 999 361
VERT(CL): 0.000 C 999 241
HORZ(LL):-0.027 C - -
HORZ(TL): 0.035 C - -
Creep Factor. 2.0
Max TC CSI: 0.218
Max BC CSI: 0.137
Max Web CSI: 0.307
Wgt: 18.2 Ibs
VIEW Ver. 19.01.00A.0618.15
07/24/2019
2532
♦ Maximum Reactions (Ibs), or •=PLF
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
D• 94 /- /- /66 /12 113
Wind reactions based on MWFRS
D Brg Width =40.0 Min Req = -
Bearing E is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 26 0 B-C 38 -75
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
E-D 135 -23
Maximum Web Forces Per Ply (Ibs),
Webs Tens.Comp. Webs Tens. Comp.
B-E 172 -171 C-D 159 -95
TERMS and CONDITIONS CUSTOMER ('BUYER' ACKNOWLEDGMENT' tong.
v any DOFding is 6Manua1
MaNne; P.E
Na TDDendanyeeld M047162
and Ne pradiees and 4620 Pales, or
and duties of On, Truss St Claud, FL 34771
is NOT Ne
n T—
Job Truss
WRMSBM1674B2 VM06
Truss Type
VAL
Qty Ply
1 1 1
U724/2U19
2533
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: ll
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 psf
Spacing: 24.0
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00
GCpi: 0.18
Wind Duration: 1.60
f 3`4'—�l
4
�-1, —{
Code! Misc Criteria
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or •-PLF
Code: FBC 2017 RES
PP Deflection in loc Udell L/#
Gravity Non -Gravity
TPI Sid: 2014
VERT(LL): 0.000 C 999 360
Loc R+ / R- I Rh / Rw l U I RL
D' 94 !- !- 166 24 130
Rep Factors Used: Yes
VERT(CL): 0.001 C 999 240
FT/RT:10(0)/10(10)
HORZ(LL): •0.001 C - -
Wind reactions based on MWFRS
Plate Type(s):
HORZ(TL): 0.001 C - -
D Brg Width =40.0 Min Req
WAVE
Creep Factor. 2.0
Bearing E is a rigid surface.
Max TC CSI: 0.181
Maximum Top Chord Forces Per Ply (Ibs)
Max BC CSI: 0.106
Chords Tens.Comp. Chords Tens. CORP.
A-B 26 0 ' B-C 40 -94
Max Web CSI: 0.114
Lumber
Top chord 2x4SP#2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use pudins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 40 0.00 3.33
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 end vertical exposed to wind pressure. Deflection meets U360.
Right end vertical not exposed to wind pressure.
Additional Notes
See STD DETAILS for valley details.
-WARNING-
-A-1
Wgt: 26.6 lbs
VIEW Ver. 19.01.00A.0618.15
GENERAL TERMS and CONDITIONS CUSTOMER
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
E-D 41 -43
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B - E 127 .170 C - D 142 -95
B - D 240 -57
,
form.
Ilneedn
he
Manuel Martino, P.E.
Reid
W'
end
ewOr
TM.
tCloPaeW
StCbud,0. 34777
RMTn¢
JUNE 20, 2019
TYPICAL HIP / KING JACK CONNECTION I STDTLOI
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
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.
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
ach Corner Jack's
(2) 16d Toe Nails
)) TC & BC (Typ)
Attach Corner 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 5T. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORO
1'-3'MAX.
DIAL. BRACE
AT 1/3 POINTS
IF NEEDED
IT IS THE RESPONSIBILITY OF THE BLOG.
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 FROMTHE BRACING OF THE GABLE ENDS.
HORIZONTAL BRACE
(SEE SECTION A -A)
END WALL
TRUSSSES a
24' O.C.
2X6 DIAGONAL BRACE SPACED 4B'
O.C. ATTACHED TO VERTICAL WITH
(4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 10d COMMONS.
TWO SSd_NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH. FASTEN PURLIN TO BLOCKING
W/ (2) - 16d NAILS (MIN.).
PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
BRACE AND THE TWO TRUSSES ON
EITHER SIDE AS NOTED. TOENAIL
BLOCKING TO TRUSSES WITH (2) -
IOd NAILS AT EACH END. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
(5) - 10d COMMON WIRE NAILS.
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 WINO SPEEDS 120 MPH CASCE 7-98, 02, 05), 150 MPH CASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (131'
X 3') NAILS SPACED E' O.C.
- FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-904 02, 05), 150
MPH CASCE 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 TD BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED
STUDS. TRUSSES WITHOUT INLAYED
\S ARE NOT ADDRESSED HERE. /
STANDARD GABLE I
TRUSS
c�
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.
JULY 17, 2017 STANDARD PIGGYBACK TRUSS ��%I STDTL04
u 1r� 1LI - e� All
THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS:
ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE
CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN
DRAWING FOR UPLIFTS.
NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- O.C. OR LESS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34948
772-0011010
PIGGYBACK TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION.
//IN\
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE TRUSS
(SPACING NOT TO EXCEED 24' D.C.) A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT.
ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2' X 8'
TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48' O.C. PLATES
SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C.
STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH
FOUR (4) 6d (1.5- X 0.099') NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM
UPLIFT CAPACITY OF 377 LBS. AT EACH 2' X 8' TEE -LOCK MULTI -USE
CONNECTION PLATE. (MINIMUM OF 2 PLATES)
ATTACH EACH PURLIN TO THE TOP CHORD OF
THE BASE TRUSS.
(PURLNS AND CONNECTION BY OTHERS)
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASE TRUSS INFORMATION.
wgs
Ni191p&1
hi16GA10E
JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05
A-1 ROOF TRUSSES'
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
VALLEYTRUSS
(TYPICAL)
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6' O.C.
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
DETAIL A
P 12
SEE DETAIL "A"
BELOW (T'P.)
GENERAL SPECIFICATIONS:
1. NAIL SIZE =TX 0.131'=10d
2. WOOD SCREW = 4.5' WS45 USP 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 NDS=01. _ _
7. VALLEY STUD SPACING NOT TO EXCEEDWO.C. —
BASETRUSSES
VALLEY TRUSS
-(TYPICAL)
ATTACH 2X4 CONTINUOUS A2
SYP TO THE ROOF W/ TWO USP
WS45 (1/4- X 4.5') WOOD SCREWS
INTO EACH BASE TRUSS.
TRUSS CRITERIA:
GABLE END, COMMON
TRUSS, OR GIRDER TRUSS
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 6/12
CATERGORY II BUILDING
EXPOSUREC
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.
W TU-Rem&dmdfi�& ^almanrlamea .'S.,.&. B kmaf RWT.s
FEBRUARY 5, 2018 1 TRUSSED VALLEY SET DETAIL I STDTL06
A-1 ROOF TRUSSES
4461 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772-4D9-1010 _
SECURE VALLEY TRUSS
W/ONE ROW OF 10d
NAILS 6' O.C.
GABLE END, COMMON
TRUSS, OR GIRDER
- -TRUSS
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W/ TWO USP
WS3 (1/4- X 3') WOOD SCREWS
INTO EACH BASE TRUSS.
DETAIL A
(NO SHEATHING) N.T.S.
GENERAL SPECIFICATIONS:
1. NAIL SIZE =3'X 0.131'=10d
2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT.
3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL
•A
4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN
DRAWINGS.
5. BASE TRUSS SHALL BE DESIGNED WITH A PURUN SPACING EQUIVALENT
TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
6. NAILING DONE PER NOS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C.
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
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.
.iw pa
Qa9 w
Meb RwX
JULY 17, 2017 I I\LJJt7LLJ V PIL.L.L. I JL I LJL_ 1 fl1L-
(HIGH WIND VELOCITY)
STDTL07
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
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
SUPPOKTINGlRU55L5UIKtUILYUNULKVALLLY IKU5SLSMU51 bt
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.
NON -BEVELED
BOTTOM CHORD
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
MAXIMUM 6112 PITCH NON -BEVELED
BOTTOM CHORD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12112 PITCH)
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4 0sgrmmdCc'aiorJ3rds�adm@a700a-0tle�ady6a�psd6uBuddml9�/l�'IW�trITRadSAGxekrgmadA�TRlfe`rsstlrempmsi�awJdEaa{�TnmOeaFa.5pr3'NB�ee�erCTrstMaaL3dieu. um�i?eF3:•
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FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL I STDTL08
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
- 772-409-1010 —
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
V/10d NAILS, 6' O.C.
VIER
STU[
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
BRACE 4' - 0' O.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
12
Q VARIES TO COMMON TRUSS
3X4=
V
* DIAGONAL BRACING ** L - BRACING REFER
REFER TO SECTION A -A TO SECTION B-B 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 G' O.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT 4'-0'D.C.
E. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN
WITH 16d NAILS SPACED 6' 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 EXCEEEDS L/240
VERTICAL
STUD
(4) - I6d
NAILS
(2) IOd NAILS
INTO 2X6
2X4 SP OR
SPF #2
SECTION A -A
2X6 SP OR SPF
#2 DIAGONAL
BRACE
16d NAILS
SPACED 6' O.C.
2X6 SP OR
SPF #2
- TYPICAL HORIZONTAL
-BRACE-NAILED TO
2X4 VERTICALS
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) Sd NAILS MINIMUM,
PLYWOOD SHEATHING TO
2X4 STD SPF BLOCK
12' MAX.
B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE
S. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS
TRUSSES. IF NEEDED
10. IOd AND 16d NAILS ARE 0131'X3.0' AND 0131'X35' COMMON WIRE NAILS
RESPECTIVELY.
11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
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#31STUD
12'0.C.
3-8-10
5.6-11
6-6-11
11-1-13
2X45P #315ND
i6'O.C.
3-3-10
4-9.12
fi&11
9-10-15
2x4SP#31STUD
24'O.C.
2-&6
3-11-3
54-12
8-1-2
2X4SP#2
1YO.C.
3-10-15
1 5-6-11
6-6-11
114M4
2X4SP#2
'i670.C.
3.6-11
4-9-12
6.6-11
10-8-0
2x4sPm
24.O.C.
3-14
3.11-3
&2.9
• 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 IOd 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) - IOd
NAILS
TRUSSES @ 24. O.C.
-2X6 DIAGONAL BRACE
SPACED 48' O.C. ATTACHED
TO VERTICAL WITH (4) -
16d NAILS, AND ATTACHED
TO BLOCKING WITH (5) -
10d NAILS.
HORIZONTAL BRACE
(SEE SECTION A -A)
END WALL
FEET
STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
!: 1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
FEBRUARY17,2017 I WITH 2X BRACE ONLY I STDTL09 �I
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
772-409-1010
NAILING PATTERN
T-BRACE SIZE
NAIL SIZE
NAIL SPACING
2X4 OR 2X6 OR 2X6
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 2X4
2X4 T-BRACE
2X4 I -BRACE
2X6
2X6 T-BRACE
2X6 I -BRACE
2XB
2XB 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
2X6 I -BRACE
2X6
- 2XB Y-BRACE
2X8 I -BRACE
T-BRACE / I -BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS NAILS
WEB
NAILS WEB
I -BRACE T-BRACE
SECTION DETAILS
FEBRUARY17,2017 1 LATERAL BRACING RECOMMENDATIONS I STDTL10
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2X6 'STRDNGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET
ALONG A FLOOR TRUSS.
NOTE 1: 2XS STRDNGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW.
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34945 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE _
772-409-1010 BOTTOM CHORD OF THE -TRUSS _WHEN -IT -IS -PLACED -ON -TOP -OF THE-BOTTOX CHORD, IS CONTINUOUS
-"-- - FROM ENO TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENDS.
INSERT W000 SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRDNGBACK (DO NOT
USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
ANCHOR TO ATTACH C WEB WITH (- C SCAB WITH (3) - 30d
TO TOP CHORD NAILS (0.131' % 3)') \NAILS (0131' X 3'). ATTACH TO VERTICAL
WEB WITH (3) - 10d
NAILS (0131' X 3')
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRDNGBACK
USE METAL FRAMING J Z ATTACH TO VERTICAL
ANCHOR TO ATTACH WEB VITH (3) - 10d
TO BOTTOM CHORD NAILS (0131' X 3')
ATTACH 2X4 VERTICAL
TO FACE OF TRUSS.
FASTEN TO TOP AND
BOTTOM CHORD WITH
(2) - IOd NAILS (0131'
X 3') IN EACH CHORD
ATTACH TO VERTICAL
SCAB WITH (3) - 10d
NAILS (0131' % 3')
TRUSS 2XG 4' - 0' WALL
STRDNGBACK r
(TYPICAL SPLICE) (BY OTHERS)
ATTACH TO CHORD
WITH (2) #12 X 3'
WOOD SCREWS
(D.21E' DIAJ
INSERT SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRDNGBACK (DO NOT
USE DRYWALL TYPE SCREWS)
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 STRDNGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) -
lOd NAILS (0131' X 3-) STAGGERED AND EQUALLY SPACED (TO BE USED ONLY
WHEN STRDNGBACK IS NOT ALIGNED WITH A VERTICAL).
BLOCKING
(BY OTHERS)
FEBRUARY17,2017 1 LATERAL TOE -NAIL DETAIL I STDTL11
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
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 END DISTANCE, EDGE DISTANCE, AND SPACING OFNAILS-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)
CIA
SP
OF
HF
SPF
SPF-S
.131
88.0
B0:6
69.9
68.4
59.7
o.135
93.5
B5.6
74.2
72.6
63.4
J
in
.162
108.8
99.6
B6.4
B4.5
73.6
ri
.12B
74.2
67.9
58.9
57.6
50.3
p
.131
75.9
69.5
60.3
59.0
51.1
J
N
.14B
81.4
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) - 1Ed NAILS (0162' DIA. X 35') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 115:
3 (NAILS) X 84-9 (LB/NAIL) X 115 (DOL) = 2915 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30' TO 60'
45.00'
ANGLE MAY
VARY FROM
30' TO 60'
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE END DETAILS SHOWN BELOW.
VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
(2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
(2X4) 3 NAILS
FVFNEAR 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 SO'
45.000
FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTL12
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-09-1010
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
U7
.162
72
58
39
37
25
J
F
0
.128
54
42
28
27
19
Lo
Z
Z
OJ
.131
55
43
29
28
19
W
.148
62
48
34
31
21
-1
in
J
CV
4
M
Z
.120
51
39
27
26
17
0
Z
.128
49
38
26
25
17
O
.131
51
39
27
26
17
J
M
.148
57
44
31
28
20
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER ENO 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 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 WINO DOL OF 133:
3 (NAILS) X 37 (LB/NAIL) X 133 COOL FOR WIND = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO
FOR WINO OOL OF LED:
3 (NAILS) X 37 (LB/NAIL) X 1.60 COOL FOR WIND = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE -NAILS ON 2X4 BEARING WALL
USE (4) TOE -NAILS ON 2XG BEARING WALL
NEAR SIDE
FAR S.
)E
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
L
NAIL
NAIL
SIDE VIEW
END VIEW
FEBRUARY 5, 2016 I TYP 2x2 NAILER ATTACHMENT I STDTL13 ,,
A-1 ROOF TRUSSES
4451 ST. LUCIE SLVD.
FORT PIERCE, FL 349
772-409-1010
1.5 x 4
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.
i
April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL STDTLI4
FO EXTERIOR FLAT GIRDER TRUSS
A-1 ROOF TRUSSES
4451 ST. LUCIE.BLVD.
FORT PIERCE, FL 34946
772-409-1010
— -— - 12-
VARIES
(4) 12d -
TRUSS 2411 O.C.
UPLIFT CONNECTION
(SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
(4) 12d
MAX 3011 (21-611)
2x6 #2 SP (Both Faces)
2411 O.C.
SIMPSON H5
FEBRUARY 17, 2017 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15
DAMAGED OR MISSING CHORD SPLICE PLATES
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
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
3348
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 3').
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 END 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
Y
9
• 10d NAILS NEAR SIDE
+ 10d NAILS FAR SIDE
THE LOCATION OF THE BREAK MUST BE GREATER
THE REQUIRED X DIMENSION FROM ANY PERIMETER
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT
00 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.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE END 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.
5. 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.
hid
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THAN OR EQUAL TO
BREAK OR HEEL JOINT
(SEE SKETCH ABOVE).
FEBRUARY17,2017 1 SCAB APPLIED OVERHANGS I STDTL16
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 115
SPACING: 24' D.C.
TOP CHORD: 2X4 OR 2X6
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
ENO BEARING CONDITION
NOTES
1. ATTACH 2X_SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE NAILS 0413' DIA. X 3') SPACED 6' O.C.
2. THE ENO 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 PEP.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
REFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES