HomeMy WebLinkAboutTRUSS REVISION4451 ST. LUCIE BLVD
FORT PIERCE, FL 34946
9-1010
9-1 ol';�
3s.cord
a
log
�4 �t'
,A,-,,, '0 'T
TRUSS ENGINEERING
BUILDER: PHOENIX REALTY HOMES
E--CT—.- TARPO N FLATS
COUNTY: ST LUCIE
LOT/BLK/MODEL: LOT.23 / MODEL:MODELA/ 3915 DUNESIDE DR
JOB#: 63439
MASTER#: XPRHTFA
OPTIONS: NO OPTIONS
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
A-1 ROOF Thesel truss designs rely on lumber values established by others.
"4 =TRUSSES �1
A FLORIDA CORPORATION
RE: Job WPRHTFA A-1 Roof Trusses
4451 St Lucie Blvd
Site Information: Fort Pierce, FL 34946
Cusforner Info: PHOENIX REALTY HOMES, INC. jProject Name: TARPON FLATS
Lot/Block: Model: MODEL A
Address:
City: 1 County: State: FL
Name Address and License # of Structural Engilneer of Record, If there is one, for the building.
Name: I License
Address:
City:
General Truss Engineering Criteria Design Lo�ads (individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017ITP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 170
Roof Load: 55.0 psf Floor Load: 0.0 psf
This package includes 68 individual, dated Truss Design Drawing I and 16 Additional Drawings.
With my sea] affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules.
No.
Seal
Truss Name
Date
No.
Seal #
Truss Name
Date
No.
Seal #
Truss Name
Date
1
A0012835
AOIG
5/22/18
13
A001�847
B02
5/22/18
25
A0012859
CJ5
5/22/18
2
A0012836
A02
5/22/18
14
A001�.848
B03
5/22/18
26
A0012860
CJ7
5/22/18
3
A0012837
A03
5/22/18
15
. A001 �849
B04
5/22/18
27
, A0012861
CPA
5/22/18
4
A0012838
A04
5/22/18
16
A001�1850
B05
5/22/18
28
A0012862
CJ7B
5/22/18
5
A0012839
A05
5/22/18
17
A0012851
B06
5/22118
29
A0012863
DOIG
5/22/18
6
A0012840
A06
5/22/18
18
A0012652
B07
5/22/18
30
A0012864
FOIG
5/22/18
7
A0012841
A07
5/22/18
19
A0012653
B08
5122/18
31
A0012865
G01
5/22/18
8 J.A0012842
A08
5/22/18
20
A0012654
B09G
5/22/18
32
A0012867
HJ3
5/22/18
9
A0012843
A09
5/22/18
21
A0012655
C01G
5/22/18
33
A0012868
HJ68
5/22/18
10
A0012844
A10
5/22/18
22
A0012956
CO2
5/22/18
34
A0012869
HJ7
5/2 18
11
A0012845
A11G
5/22/18
23
A0012d,57
CA
5/22/18
35
A0012870
HJ8
5/22/18
12
A0012846 I
B01G 15/22/1—]
8
24
F
A00124�58
CJ3
5/22/18
36
A0012871
HJ9
5/22/18
i he iruss a rawing ks) refe ren ced h ave been p rep a red by Mi Te k i n d ustnes, I n c. u n a e r my d irect su pe rvjsio n based on the pa ra meters provid ed by A�l Roof Tru sses,
Ltd.
Truss Design Engineer's Name: Anthony Tombo,111
Mylicense renewal date for the state ofFlorida is February 28,2019..
NOTE -The seal on these drawings indicate acceptance of professional
engineering responsibility solely for the truss components shown.
The suitability and use of components for any particular building is the responsibility of the
building designer, perANSI/TPl-1 Sec. 2.
The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the
construction documents (also referred to at times as 'Structural Engineering Documents')
provided by the Building Designer indicating the nature and charact& of the work.
The design criteria therein have been transferred to Anthony Tombo III PE by (All Roof
Trusses or specific location]. These TDDs (also referred to at times as 'Structural
Engineering Documents') are specialty structural component designs.and may be part of the
project!s deferred or phased submittals. As a Truss Design Engineer.(i.e., Specialty
Engineer), the seal here and on the Too represents an acceptance of1professional Anthony T.
engineering responsibility for the design of the single Truss depicted on the Too only. The
Building Designer is responsible for and shall coordinate and review the TDDs for
compatibility with their written engineering requirements. Please review all TDDs and all
related notes.
SERIAL #:
Page 1 of 2
3B BCA2 2100 0000004C1287DF
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
A-1 RU10F These truss designs rely on lumber values established by others.
.,A#==TRUSSES
A FLORIDA CORPORATION
RE: Job WPRHTFA
No.
Seal #
Truss Name
Date
No.
Seal #
Truss Name
Date-
37
A0012872
J2
5/22/18
75
STDI-07
STD. DETAIL
5/22/18
38
A0012873
J68
5/22/18
76
STDI-08
STD. DETAIL
5/22/18
39
A0012874
J68A
5/22118
77
STDI-09
STD. DETAIL
5/22/18_
40
A0012875
J7
5/22/18
78
STDL10
STD. DETAIL
5/22118
41
A0012876
17A
5/22/18
79
STDLI 1
STD. DETAIL
5/22/18
42
A0012877
J8
5122/18
80
STDL12
STD. DETAIL
5/22/18
43
A0012878
18A
5/22/18
81
STDL13
STD. DETAIL
5/22/18
44
A0012879
1813
5/22/18
82
STDL14
STD. DETAIL
5/22/18
45
A0012880
J9
5/22/18
83
STDL15
STD. DETAIL
5/22/18
46
A0012881
K01G
5/22/18
84
STDL16
STD. DETAIL
5/22/18
47
A0012882
1-01
5/22/18
48
A0012883
L02
5/22/18
49
A0012884
L03
5/22118
50
A0012885
L04
5/22/18
51
AO012886
L05
5/22/18
52
IA0012887
L06
5/22/18
53
A0012888
L07
5/22/18
54
A0012889
L08
5/22/18
55
A0012890
L09
5/22/18
56
A0012891
VO4
5/22/18
57
A0012892
V08
5/22/18
58 IA0012893
V12
5/22/18
59
A0012894
VM03
5/22/18
60
A0012895
VM05
5/22/18
61
A0012896
VM05A
5/22/18
62
A0012897
VM07
5/22/18
63
A0012898
VM09
5/22/18
64
A0012899
VM1 1
5/22/18
65
A0012900
VM13
5/22/18
66
A0012901
VM15
5122/18
67
A0012902
VM17
5/22/18
68
A0012903
VM17A
5/22/18
69
STDI-01
STD. DETAIL
5/22118
70
STDL02
STD. DETAIL
5/22/18
71 1
STDI-03
STD. -DETAIL
5/22/18
72
STDI-04
STD. DETAIL
5/22/18
73
STDI-05
STD. DETAIL 15/22/18
74
STDI-06
STD. DETAIL 15/22/18
Page 2 of 2
Job %
Tru S
Truss Type ,
Qty
Ply
WPRHTFA
AOIG
HIP GIRDER
1
2
Job Reference (optional) A0012835
A i moot i rub5es, rouL r-jerce, rL AZJI+t), UeSign U(Va I truss.com
5-4-0 5-7-15
6. 0 0 F1-2 5x8 =
2
5x6
cc c�. V,
n
mun: o.jzu s Nov izzuii tnnu mizu s Nov izzuw rviieK inousines, inc. lue may zz ]4:j�0:.jt5zuib vage -
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-S6yg5DZoTvOToLAOKkZxUnTPNTqPIX3cROcyupzDx_
16-6-1 �2��O 6-g10-4 31;j %0
5-6-3
3x4 = 3x6 1.5x4 11 4x8 Dead Load Deff. = 3/16 in
3 4 5__ 6
3X4 ��
6x6
8
21 22 23 14 24 25 26 27 12 28 29 3031 32 3334
17 1819 20 16 15 13 11 10 9
3x1 0 11 7x6 5x6 6x8 6x6 = 6x6 6x6 3x8 11
8x8 =
5-4-0
12,0-1-12],
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
-TCDL
28.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
NO
BCDL
7.0
Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP 240OF 2.OE
WEBS 2x4 SP No.3 *Except*
Wl,W8:2x8 SP No.2
W2,W7:2x4 SP No.2
BRACING-
TOPCHORD
Slructural wood sheathing directly applied or 3-5-4 cc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
WEBS
1 Row at midpt 2-15
REACTIONS. (lb/size)
17
8088/0-8-0 (min. 0-3-6)
9
8199/Mechanical
Max Horz
17 . =
400(LC 6)
Max Uplift
17
-3869(LC 5)
9
-3687(LC 9)
Max Grav
17
8088(LC 1)
9
8199(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-2=-5257/2666, 2-3=-7430/3837,
3-4=-8218/4170, 4-5=-8218/4170,
5-6=-8218/4170, 6-7=-7803/3819,
7-8=-670613084, 1-17=-7425/3626,
8-9=-7376/3383
BOTCHORD
17-18=-1 69/312,18-19=-1 69/312,
19-20=-1 69/312, 16-20=-1 69/312,
16-21 =-2314/4555, 21-22=-2314/4555i
22-23=-2314/4555, 15-23=-2314/4555,
14-15=-3743f743b, 14-24=-314317430,
24-25=-3743/7430, 25-26=-3743/7430i
13-26=-3743/7430, 13-27=-3281/6895,
27-28=-3281/6895,12-28=-3281/6895,
11 -1 2=-3281/6895, 11-29=-2697/591.0,
[8:0-1-1
CS1
DEFL.
in (loc)
I/defi
Ud
TC i 0.85
Vert(LL)
0.19 13-15
>999
360
BC1 0.39
Vert(CT)
-0.29 13-15
>999-
240
WBI 0.96
Horz(CT)
0.05 9
n/a
n/a
Matrix -MS
I
BOTCHORD
17-18=-169/312,18-19=-169/312,
19-20=-1169/312,16-20=-169/312,
16-21=-2 314/4555, 21-22=-2314/4555,
22-23=-2314/4555, 15-23=-2314/4555,
14-15=-3743/7430, 14-24=-3743/7430,
24-25=-#43/7430, 25-26=-374317430,
13-26=-3743/7430, 13-27=-3281/6895,
27-28=-#81/6895, 12-28=-3281/6895,
11 -1 2=-3281/6895, 11-29=-2697/591 0,
29-30=-2697/5910, 30-31=-269715910,
10-31=-2697/5910
WEBS I
2-16=-2309/1 ZL14, 2-1 b=-2650/5062,
3-15=-1744/903, 3-13=-717/1423,
5-13=-559/316, 6-13=-1382/2389,
6-11=-67�/1147,7-11=-975/1577,
7-10=-21�3/1156,1-16=-3333/6621,
8-10=-324-7/7092
NOTES- I
1) 2-ply truss to be connected together with 1 Od
(0. 1 31"x3") nails as follows:
Top chords connected as follows: 2x4 - I row at 0-9-0
cc, 2x8 - 2, rows staggered at 0-9-0 cc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 cc.
Webs connected as follows: 2x4 - I row at 0-9-0 cc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
(B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered
for this design.
4) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Gpsf, BCDL=4.2psf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left.and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip POL=1 . 60
5) Provide adequate drainage to prevent water
pondin.g.
6) This truss has been designed for a 10.0 psf bottom
chord live lo�d nonconcurrent withany other live
loads.
PLATES GRIP
MT20 244/190
Weight: 552 lb FT = 10%
7) " This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL
7.Opsf.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at=lb) 17=3869, 9=3687.
10) This truss has been designed for a moving
concentrated load of 200.0lb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
11) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 853
lb down and 364 lb up at 2-0-12, 850 lb down and 437
lb up at 4-0-12, 865 lb down and 488 lb up at 6-0-12,
865 lb down and 488 lb up at 8-0-12, 865 lb down and
488 lb up at 10-0-12, 865 lb down and 488 lb up at
12-0-12, 865 lb down and 488 lb up at 14-0-12, 865 lb
down and 488 lb up at 16-0-12, 865 lb down and 488
lb up at 18-0-12, 865 lb down and 488 lb up at
20-0-12, 795 lb down and 450 lb up at 22-0-12, 873 lb
down and 425 lb up at 24-0-12, 846 lb down and 343
lb up at 26-0-12, and 836 lb down and 336 lb up at
28-0-12, and 912 lb down and 372 lb up at 30-0-12 on
bottom chord. The design/selection of such
connection device(s) is theresponsibility of others.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber lncrease=1.25
� Plate lncrease=1.25
Uniform Loads (piq
Vert: 1-2=-96, 2-6=-96, 6-8=-96, 9-17=-14
Concentrated Loads (lb)
Vert: 14=-865(B) 11 =-795(B) 12=-865(B) 18=-838(B)
20---850(B) 21=-865(B) 22=-865(B) 23=-865(B)
25=-865(B) 26=-865(B) 27=-865(B) 29=-863(B)
31 =-836(B) 32=-836(B) 34=-912(B)
Atitko aetsio,
Mr, - vissaJdcaNT'a'stly
�ji
Anthony T. Tornbo III, P.E.
W4 5t!�m is 6, �V.faiellit 11L Of 11(culittlail or%j usstwf W.). Ist 6ps'll 0, W."Did sit NN wit! Ist Tmi, is��t;Wiq stsirmiWlah. .6.is; jivin it Di ;,spsUq0
All loss "1040 ."! Un Mituft's tsipt".' ties Putt fiiaw'. S'hit SKA we.-,W, V.-I vift� 7?114;'Assri.iMs6A 80083
[sh.1 TW st.4 vw-It9 ki 0 Win imkd. 4451 Lurie Blvd.
. . , W&I. Akqilt�A Fort Pierce, FL 34946
Repted"itia cl this daminefli, in any fisim, is pohilhiled withal the wiflen Feimissioa heas A-1 lool liussej - Anthony 1. Tombo 111, P.L
Job
Truss
Truss Type
Qty
Ply
WPRHTFA
A02
ROOF SPECIAL
1
1
e A0012836
Job Reference (optional)
Ai Roof Trusses, t-ort Fierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:39 2018 Page 1
ID:uMNtX8MFQzqGeYlmYwnqyHzGr-BX-wJV2lZaQEDWKQV[CtR4AI—?adt4blOClf2bAVQGzDx—I
�6
16-2-0 20 23� 7-54 i 31-10-0
6 0 1 g _
81-:4444 7-0-12 . 2--0 4 1-4 4-4V�
6.00 f 1-2 5x6 =
4x6
4 5
4x6 =
10 14 . 113 12.1 �j I 1 10 Zu ZI ZZ 9
Dead Load Defl. = 1/4 in
I " I
3x6
1.5X4 11
5x6 WB=
3"X8
4x6
3x8
6x6
16-2-0
-0
31-10-0
8-44
7-0-12
_3
7-24-0
8-6-0
Plate Offsets (X,Y)—
[1:0-2-9,0-1-81, [3:0-3-0,Edge]
L OADING (psf)
SPACING- 2-1-0
CS1.
DEFL.
in (loc)
I/defi
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.88
Vert(LL)
-0.28 9-10
>999
360
MT20 244/190
TCDL 28.0
Lumber DOL 1.25
BC
0.78
Vert(TL)
-0.48 12-14
>798
240
BCLL 0.0
Rep Stress Incr NO
WB
0.84
Horz(TL)
0.12 9
n/a
n/a
BCDL 7.0
Code FBC2014fTP[2007
Matrix -MS
Weight: 192 lb ' FT = 10%
LUMBER-
TOPCHORD 2x4 SP M 30 *Except*
T3,T5:2x4 SP No.2
BOTCHORD 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
2-0-0 oc purfins; (3-4-7 max.), except end verticals
(Switched from sheeted: Spacing > 2-0-0).
BOTCHORD
Rigid ceiling directly applied or 5-0-12 oc bracing.
WEBS
1 Row at midpt
2-12,4-12,5-10, 7-9
REACTIONS. (lb/size)
1
1834/0-8-0 (min. 0-2-3)
9
1797/Mechanical
Max Horz
I
331(LC 12)
Max Uplift
I
-607(LC 12)
9
-605(LC 13)
Max Grav
1
1834(LC 1)
9
1797(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-2=-3183/2164, 2-3=-2176/1609,
3-4=-1 983/1641, 4-5=-1 934/1708,
5-6=-1488/1364, 6-7=-1750/1417
BOTCHORD
1-18=-2051/2699,14-18=-205112699,
13-14=-2051/2699,12-13=-2051/2699,
12-19=-1222/1855,11-19=-1222/1855,
10-11=-1222/1855,10-20=-B47/1188,
20-21 =-847/1188, 21-22=-847/1188,
9-22�84711188
WEBS
2-14=0/316, 2-12=-1082/1021,
4-12=-954/1221, 5-12=-734/534,
5-10=-600/466, 6-10=-182/306,
7-10=-140/510, 7-9=-1924/1386
WEBS
2-14=0/316, 2-12=-1082/1021,
4-12=-954/1221, 5-12=-734/534,
5-10=-600/466, 6-10=-182/306,
7-10�140/510,7-9=-1924/1386
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
poncling.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This. truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL
7.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to beariAg plate capable of withstanding 100 lb uplift at
joint(s) 6xcept Ot--lb) 1=607, 9=605.
8) This truss has been designed for a moving
concentrated load of 200.01ty live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
9) Graphical purfin representation does not depict the
size or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)
Standard
Mid —'e. pirim sbel ILI n, h'OL
Anthony T. Tombo 111, P.E.
"Iw ON; 1'.1s IN Or ON ow"fi, D.W's pdvild opda WP.q M"W'i2fi, New 0, IW litAf Mccolft 1XII r4rajuif W1011 bi qp..l Ott IN War falbs, ON TPN; u&i.; S"11iij, nal!nVial A111 it Its 80083
4451 Lucie Blvd.
Fort Pierce, FL 34946
ZE Uptight 0 2016 A. I Roof hosses - Amboy 1. Tombo III, P1 Refamduolon of Ns dorument, in any famis plabibittil Withal The w1irms pumisiion from A-1 tool liosses - Anifiany 1. lamba 111, P.E.
Job N
Truss
Truss Type
Qty
Ply
A0012837
WPRHTFA
A03
ROOF SPECIAL
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:40 2018 Page 1
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-OV3QWvb2?XeB2fKPRgcPZCY17HRomTkvui53zizDx-H
16-2-0 �2 �O 25-4-0 3E1:1%0
7-9-12 6-2-0 _6
C�'
cc
M
&6!�-
LOADING (psf)
SPACING-
2-0-0
TCLL
:20.0
Plate Grip DOL
1.25
TCDL
28.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
7.0
Code FBC2014/TP12007
LUMBER-
TOPCHORD 2x4 SP No.2 *Except*
TI: 2x4 SP M 30
BOTCHORD 2x4 SP M 30
WEBS 2x4 SP No.3 *Except*
W8: 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied, except end
verticals.
BOTCHORD
Rigid ceiling directly applied.
WEBS
I Row at midpt
2-11,4-11, 5-9
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1
1760/0-8-0 (min. 0-2-1)
8
1726/Mechanical
Max Horz
I
318(LC 12)
Max Uplift
I
-582(LC 12)
8
-581 (LC 13)
Max Grav
1
1760(LC 1)
8
1726(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-2=-3056/2090, 2-3=-2095/1550,
3-4=-1909/1582, 4-5=-1951/1650,
5-6=-1 357/1208, 6-7=-1 648/1182,
7-8=-1685/1250
BOTCHORD
1-17=-1982/2593,13-17=-1982/2593,
12-13=-1982/250, 11-12=-1982/2593,
11-18=-135511,967,10-18=-1355/1967,
10-19=-1355/1967,19�20=-135511967,
9-20=-1355/1967
6. 0 0 F1-2
5x6
4x6
5x10 MT20HS:z
4x6
5
4x4 3
2
5
W2
4
4131
2
13
12
11 18
10 19 20
9
1.5x4 11
5x6 VVB=
3x8
4x6 =
3x10
16-2-0
25-4-0
3'
7-9-12
9-2-0
-0, Edge], t[6:0-4-3, Edge], [7:Edge,0-1-1 21,
[8:Edge,0-3-81
I
CSI.
DEFL.
in (loc) I/clefl
Ud
TC1
0.83
Vert(LL)
-0.32 9-11 >999
360
BCJ
0.72
Vert(TL)
-0.61 9-11 >626
240
WB
0.89
Horz(TL)
0.11 8 n/a
n/a
ICA]
BOT CHORD
1-17=-1 982/2593,13-17=-1 982/2593, LOAD CASE(S)
12-13=-1982/2593,11-12=-1982/2593, Standard
11-18=-1355/1967,10-18=-1355/1967,
10-19=-�355/1967,19-20=-1355/1967,
9-20=-1355/1967
WEBS 1
2-13=0/303, 2-11 =-I 036/990,
4-11 =-9�8/1180, 5-11 =-674i593,
5-9=-88d/670. 7-9=-940/1478
NOTES- I
1) Unbalanced roof live loads have been considered
for this cl�sign. '
2 Wind: �SCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;- end vertical left exposed;C-C for members
and fiorce� & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding. 1
4) All plates are MT20 plates unless otherwise
indicated. 1
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads. 1
6) * This truss has been designed for a live load of
20.Opsf oni the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord bnd any other members, with BCDL
7.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Ot-lb) 1=582, 8=581.
9) This truss has been designed for a moving
concentrated load of 200.01b live located at all rnid
panels and'.at all panel points along the Bottom Chord,
non.concurrent with any other live loads..
10) This trus.s design requires that a minimum of 7116"
structural wood sheathing be applied directly to the top
chord and '/�2`gypsum sheetro,ck be applied directly to
the bottom chord.
Dead Load Dell. = 1/4 in
5x6 -z�-
7
c6
4x6 11
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 179 lb FT = 10%
hily ta [W Most, Wilt.$ Doll N.10150NW k' rem! hha
Anthony T. Tombo Ill, P.E.
u 4 80083
n' WN1 vnpuctf 4th"'Aho?".1 146-� at, I -At q SAI� ld!'najfi,� s.f..1 14— UP fol- wpimilt-4 to,, 0 �ie lr"� lot"r ho", .17.1 .?,is
4451 St. Lucie Blvd.
Zh (opyii9bi 0 2016A-1 Rool trusses -ArAmly . F.TombollLP1. Repdoliocofffis dorume.nrin coy form, ispic"ibited . Ohio the wH . to pejeasiou Item A I Suit Trusses Anthmly L Tombo Ill, M. Fort Pierce, FL 34946
Job
Truss
Truss Type
Qty
Ply
WPRHTFA
A04
ROOF SPECIAL
1
1
AOO�2838
Job Reference (optional)
A I Roof I russes, Fort Pierce, FL 34946, design@ai truss.com
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:412018
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-shdpjFbgmqm2fovb?s7e6P4wtqotVxN27Urck
&00 FI-2 5x6 �
It$ 14 is 12 19 11 10 20 9 21 8
3x6 1.5x4 11 5x6 WB= 3x8 1.5X4 11 4x8
3x6
8-4-4 16-2-0 21-2-0 97-4-n
Dead Load Defl. = 114 in
C?
t6 th
3x6 11
ii-10-0
4-6-0
LOADING(pso
SPACING-
2-0-0
CS11.
DEFL.
in (loc)
Ildefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.83
Vert(LL)
-0.21 12-14
>999
360
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
BC 0.67
Vert(TL)
-0.48 12-14
>795
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.80
Horz(TL)
0.12 8
n/a
n/a
BCDL 7.0
Code FBC2014/TP12007
Matrix -AS
Weight:1821b FT=10%
LUMBER-
TOPCHORD 2x4 SP No.2 *Except*
T1: 2x4 SP M 30
BOTCHORD 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOTCHORD
Rigid ceiling directly applied.
WEBS
I Row at midpt
2-12, 4-12, 5-9
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1
1760/0-8-0 (min. 0-2-1)
8
1726/Mechanical
Max Horz
1
318(LC 12)
Max Uplift
I
-583(LC 12)
8
-581(LC 13)
Max Grav
1
1760(LC 1)
8
1726(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-2=-3058/2092, 2-3=-2091/1561,
3-4=-1907/1592, 4-5=-2004/1630,
5-6=-1216/1041, 6-7=-1438/1042,
7-8=-1695/1245
BOTCHORD
1-18=-1984/2594,14-18=-1984/2594,
13-14=-1984/2594,12-13=-1984/2594,
12-19=-1530/2174,11-19=-1530/2174,
10-1 1=-1530/2174,10-20=-1529/2176,
9-20=-1529/2176
WEBS
2-14=0/310, 2-12=-1039/979,
WEBS
2-14=0/310, 2-12=-1 039/979,
4-12=-873/1107, 5-12=-737/615,
5-10=0/265, 5-9=-1315/965,
7-9=-1004/1497
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;, end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at --lb) 1=583, 8=581.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
9) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and I/V gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
0st"Ime"is imi"4I "Ais Im Delp Voiq 1Dk)0j-"! WIM 1. 12.1. EP-1. vu.lsi
upws —jt.Lo ftpdtwm� t.7mlig Anthony T. Tornbc, 111, P.E.
al'aff AA loss 111 .1 I� 11144-n:"iIi'llf On dilCaAt kdolf-W601N.I. NO)FmI VINI'M od WIWI Itol At 1.11, WW1m;hMdhj. 80083
4451 St. Lucie Blvd.
Fo, t Pierce, FL 34946
ZE (opy6gbi 0— 2016 A I Roof Itusies - Arflany 1. Who 111, 1`1 Replod.clion of INS dmmal, io cny faim, ispichibited w4houl 1h wiren pumission front A-1 Roof busses - AnIfiony L Tomb 111, P.E.
Job
Tru s
Truss Type
Qty
Ply
A0012839
WPRHT.FA
A05
ROOFSPE CIAL
1
1
I
Job Reference (optional)
Al RoN Trusses, Fort Pierce, FL 34946, design@al truss.com i Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:42 2018 Page I
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-KuBBwbcJX8uvHyUnZaetedd5-480ELfBMOaAlazDx—F
16-2-0 _3 2 0 V 0 32-G-12
§8:41:44 7-9-12 2M; 6 WO 2-
1 6.00 F1_2 4x8 =
U6 Us
4x4 -:r- 5
3x6 i.:-
8-44
LOADING (ps�
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
28.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
7.0
Code FBC2014/TPI2007
LIJIVIBER-
TOPCHORD 2x4 SP No.2 "Except"
T1: 2x4 SP M 30
BOTCHORD 2x4 SP M 30
WEBS 2x4 SP No.3 *Except*
W8:2x4 SP No.2
OTHERS 2x4 SP No.3 *Except*
BLI: 2x6 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied, except end
verticals.
BOTCHORD
Rigid ceiling directly applied.
WEBS
I Row at midpt
2-1 -S� 5-11, 6-9
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
RE�CTIONS. (lb/size)
1 1770/0-8-0 (min. 0-2-1)
18 1690/0-4-12 (min. 0-1-8)
Max Horz
1 323(LC 12)
Max Uplift
1 -585(LC 12)
18 -568(LC 13)
Max Grav
1 1770(LC 1)
18 1690(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-2=-3070/2102, 2-3=-2117/1584,
3-4=-1 939/1615, 4-5=-2083/1615,
5-6=-2388/1818, 8-14=-1 109/1592,
7-14=-1 109/1592
BOTCHORD
1-19=-2002/2603, 13-19=-2002/2603,
12-13=-2002/2603,11-12=-2002/2603,
10-11=-1740/2421, 9-10=-1740/2421,
9-20=-651/909, 8-20=-651/909
13 12
11 to
9
20
1.5x4 11 5x6 WB=
3x8 5x6 WB=
4x4
16-2-0
320
L7
32-04
7-9-12
8-104
3-0,Edgel, 1[6:0-3-0,0-2-01, [8:Edge,0-1-1 21
1
CS1.
DEFL. in
(loc)
I/clefl
Ud
TCJ 0.88
Vert(U-) -0.22
8-9
>999
360
BC1 0.67
Vert(TL) -0.50 11-13
>757
240
WB� 0.99
Horz(TL) 0.14
18
n/a
n/a
Matrix -AS
Dead Load Defl. 5/16 in
5x6 4x6
4x10
7
1 C?
1�2
is
8
4x6
BOTCHORD
1 -1 9=-2002/2603, 13-19=-2002/2603, LOAD CASE(S)
12-13=-2002/2603,11-12=-2002/2603, Standard
10-11 =-11740/2421, 9-1 0=-174012421,
9-20=-651/909, 8-20=-651/909
WEBS 1
2-13=0/�08,2-11=-1016/956,
4-11 =-784/1035, 5-11 =-851/696,
5-9=-10�8/901, 6-9=-1339/1867,
6-8=-167 1 8/1243, 7-18=-1729/1238
NOTES- I
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Ex�p C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;I end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide' adequate drainage to prevent water
ponding. 1,
4) This truss has been designed for a 10.0 psf bottom
chord live load nonccncurrent with any other live
loads. i
5) " This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Bearingliat joint(s) 18 considers parallel to grain
value using ANSI1TPI I angle to grain formula.
Building designer should verify capacity of bearing
surface. 1
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at --lb) 1=585, 18=568.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
9) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and % " gypsum sheetrock be applied directly to
the bottom chord.
i
PLATES GRIP
MT20 244/190
Weight:178lb FT=10%
irlyreviesith 'A I "I W Itobov!
for W)DIfl",44. As is nyMmIfemis it crupme A fit IN oily,, WNT-i't]. Anthony T. Tombo 111, P.E.
2 ... I'sli Iris— MI. Arqyntll a th TOD A is-fidin, 0 Is" sollheemilmolsyd a 80083
Ali Is its .? m WPM air poak-1 tsklws 'l 35 West Uspeot Terry Wrsofiulwr. 1.141M tj 111.4 H(Aunth-11. ptiit pfrom TITI 66mi—posibstIs rcd&i. afft?l1n, Dulp.0m, lisp .!tss 4451 St. Lucie Blvd.
Elo�. I" idi'd ly a 5*w aptil spite wrill lly AT) jift Anr'd )JI'VM19f.'rostremild.,11,1111.
Zt (apyrigist 0 2016 A-1 Rodhossess -AnlboiryL Tearsba III, P.I. Repodu . dian affbis document, in any form, is prohibited %viihcul the strinea persaission hom A-1 Rooffrusses - AotbonylL Toorbis 111, 1`1 Fort Pierce, FL 34946
Job
Truss
Truss Type
Qty
Ply
WPRHTFA
A06
ROOF SPECIAL'
1
1
A
— I
—
Job Reference (optional)
00 sses, F01 I. r.aiva, F� �z;40, uuwqn�c�ya I Iruss.com Run: 8A20 s Nov 12 2ul i Print: 8.120 As Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:43 2018 Page �
I ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-o4lZ8xdx]SOmv63-6H96BqAGFUS)(ZsjLa§KjZlzDx-
8-4 16-2-0 §_0 20 1 'A 0 34-012
-4 7-9-12 1 4-:6--1 L12-:0- 018'12
6. 0 0 F1_2 5x6 Dead Load Defl. = 318 in
c�
W2
3 3
/4
V\4\\
V) _R1
B1
19
13 12
11
1' OL 20
21
22 9
23
8
3x6
1.5x4 11 5x6 WB=
3x8
4x6
4x8
4x4 11
16-2-0
�9�5
1-40
3�-0,1 2
7-9-12
t2O
1-2
—U8-i 2
Plate Offsets (X,Y)—
rl:0-2-9,0-1-81, [2:0-2-0,0-2-81,
[3:0-3-0,EdqWj, 16:0-3-8,Edgel,
[7:0-3-0,0-1-01, [8:Edge,0-3-8], [9:0-1-12,0-1-81
LOADING (psf)I
SPACING- 2-0-0
CS1.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.84
Vert(LL)
-0.30
9-11
>999
360
MT20 244/190
TCDL 28.0
Lumber DOL 1.25
BC 0.72
Vert(TL)
-0.68
9-11
>565
240
BCLL 0.0
Rep Stress Incr YES
WB 0.75
Horz(TL)
0.15
18
n/a
n/a
BCDL 7.0
Code FBC2014/TPI2007
Matrix -AS
Weight:177lb FT=10%
LUIVIBER-
TOPCHORD 2x4 SP No.2 *Except*
T1: 2x4 SP M 30
BOTCHORD 2x4 SP M 30
WEBS 2x4 SP No.3 *Except*
W7,W8:2x4 SP No.2
OTHERS 2x4 SP No.3 *Except*
BL1: 2x6 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied, except end
verticals.
BOTCHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt
2-11, 4-11, 7-9
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide. �j
REACTIONS. (lb/size)
1
1770/0-8-0 (min. 0-2-1)
18
1690/0-4-12 (min. 0-1-8)
Max Horz
1
326(LC 12)
Max Uplift
1
-584(LC 12)
18
-569(LC 13)
Max Grav
1
1770(LC 1)
18
1690(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
whenshown.
TOPCHORD
1-2=-3072/2114, 2-3=-2117/1581,
3-4=-1932/1612, 4-5=-2016/1661,
5-6=-2943/2176, 6-7=-2618/1887,
8-14=-1/255, 7-14=-1/255
BOTCHORD
1-1 9=-2022/2606, 13-19=-2022/2606,
12-13=-2022/2606, 11-12=-2022/2606,
11 -20=-1 556/2142, 10-20=-1 556/2142,
10-21=-1556/2142, 21-22=-1556/2142,
BOTCHORD
1-1 9=-2022/2606, 13-19=-202212606,
12-13=-2022/2606, 11-12=-2022/2606,
11-20=-1556/2142,10-20=-1556/2142,
10-21=-15156/2142, 21-22=-1556/2142,
9-22=-155612142, 9-23=-208/288,
8-23=-208'1288
WEBS '
2-13=0/301, 2-11 =-11 029/982,
4-11 =-923/1158, 5-11 =-711/654,
5-9=4601692, 6-9=-1 785/1418,
7-9=11 928/2676, 7-18=-1 750/1252
NOTES-.
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=11.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
poncling.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, With BCDL
7.Opsf.
6) Bearing at joint(s) 18 considers parallel to grain
value using ANSVTPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at --lb) 1 =584, 18=569.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
9) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and %"gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
V1T,k..M,, lot BlIftit,61. As AT,,$, Deal. ftpoev(l i.Spijelf bgwethaietfiierey M upstIas -MYWI 0 111 lIbIllud Al Wpall k I,*Tm!s iql!i whTDO Wye,�W?14. N hrP.-ram S0407 Anthony T. To
rnbo III, P.E.
80083
All ",.Is III III Abluort III juna- 6.F.'at sent 10sw At IN.'d SI(Ar-h—M, paml Pium 4451 St. Lucie Blvd.
Thf—c'sofali All q.-aelte—,as MaIII111. Fort Pierce, FL 34946
0 2016 A4 loaf Trusses- AnIlrony 1. Tombo III, P.E. Reproduction of ibis document, in any form, is probibiled without the ritrec permission from A4 Roof Trusses - Anthony L Tomb III, U
Job N
Tru s
Truss Type ,
Qty
ply
WPRHTFA
A07
ROOF SPECIAL
Job Reference (optional)
Al R8of Trusses, Fort Pierce, Fl- 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:44 2018 Page I
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-GGJxLHeZ318dWGeAg?gLk2iR5upWiGcUpK3G6TzDx—D
16- 7 �2
_;O X
4�
2-0 _�9-12 d
i 0_1
7-9-12
8V4
�6.00FIT
5x6
Dead Load Defl. 5116 in
4
46 ��
I
3x4 -z�-
3
5
44
4x6
C�
V
5X8
5x8
%J3
6
7
W2
19
B1
B1
6
R-1
9
a I
20
14 13
12 2111 10
22
9 23
8
3x6
1.5x4 11 5x6 WB=
3x8 46 3x4
1.5x4 11
5x6
16-2-0
0
L5-:6ff
7-2
L
1 3�
:L4
5 ��O
f�;2_
0_1 2
Plate Offsets (X,Y)—
[1:0-2-9,0-1-81, [2:0-2-0,0-2-81,
[3:0-3-0,Edqel,1[6:0-5-0,0-2-81, [7:0-3-0,0-3-01
LOADING (psf)
SPACING- 2-0-0
1
CS1.
DEFL. in (loc)
I/defi
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TCl 0.84
Vert(I-L) -0.21 12-14
>999
360
MT20 244/190
TCDL 28.0
Lumber DOL 1.25
BC! 0.67
Vert(TL) -0.51 12-14
>742
240
BCLL 0.0
Rep Stress Incr YES
WB 0.90
Horz(TL) 0.13 19
n/a
n/a-
BCDL 7.0
Code FBC2014/TPI2007
Matrix -AS
Weight: 174 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
TI: 2x4 SP M 30
BOTCHORD 2x4 SP M 30
WEBS 2x4 SP No.3 *Except*
Wg: 2x4 SP M 30
OTHERS 2x4 SP No.3 *Except*
BI-1: 2x6 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied, except end
verticals.
BOTCHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt
2-12., 4-12, 6-8
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 1768/0-8-0 (min. 0-2-1)
19 1692/0-5-8 (min. 0-1-8)
Max Horz
1 287(LC 12)
Max Uplift
1 -588(LC 12)
19 -563(LC 13)
Max Grav
1 1768(LC 1)
19 1692(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (1b) or less except
whenshown.
TOPCHORD
1-2=-3072/2137, 2-3=-2108/1607,
3-4=-1924/1639, 4-5=-2040/1676,
5-6=-2647/1942, 6-7=-309/219,
8-15=-1 062/1505, 7-15=-1 062/1505
BOTCHORD
1-20=-1 944/2606, 14-20=-1 944/2606,
13-14=-1 944/2606, 12-13=-1 944/2606,
12-21 =-I 604/2273, 11-21 =-I 604/2273,
10-11 =-I 604/2273, 10-22=-1 919/2645,
BOT CHORD
1-20=-1 944/2606, 14-20=-1 944/2606,
13-14=-1 944/2606,12-13=-1 944/2606,
12-21 604/2273,11-21 =-I 604/2273,
10-11 604/2273, 10-22=-1 919/2645,
9-22=-1 619/2645, 9-23=-1 914/2646,
8-23=-1614/2646
WEBS 1
2-14=0/3 10, 2-12=-1036/977,
4-12=-9115/1135, 5-12=-8OOf727,
5-1 0=-1 1,6/386, 6-1 0=-455/349,
6-8=-27.4 1 3/1990, 7-19=-1845/1320
NOTES-1
1) Unba6nced roof live loads have been considered
for this design.
2) Wind: �.SCE 7-10; Vult=1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed 1, end vertical left exposed;C-C for members
and force� 8, MWFRS for reactions shown; Lumber
DOL=1.6b plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord livel load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Bearing at joint(s) 19 considers parallel to grain
value using ANSI/TPI I angle to grain formula.
Building designer should verify capacity of bearing
surface.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at --lb) 1 =588, 1 9=563.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
9) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and 1/2" gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
rtwi-11 th—ghly'"110. WA-1 TEN& "'I" At IDDm�
Nff,kawup, - Anthony T. Tombo III, P.E.
0, Uiltsti Its b19D Is h,44. As, at At TOD tily-forTn-1.
g nit .1 M-1. Th qp.,C d As TOD W itybdi w do!Trass, W.64 W11. sv,q,. f.w1da .6 ww!; wPh 1�. usp.041h j
4 z 80083
It, Ossir-! 0 Issrhan. M Wts W "14 ft, TOD 14 fn pDaus .1 p1shms 0 As 1.0.1 (ta?,asit setty W.-th'. "Wri pudd "? TM W SM .,� F..d t, p—! ojidnm T?T1 Abus Its rts;mblbn Wrss aft0ins Dsoptr, Ims hip bp.,, .1 T— AsoA s" .!,ss
4451 St. Lucie Blvd.
Zt (opyrij!A02�j , 6 A-1 Roof Timm -AnihonyL Tombo III, P.L Evirrotludion. of ibis iotannnf, in any form, is pr I obibited witbcvl Ifit.ritten permission Isom A-1 ReafTiusses - Anthony L Tointo III, P1 Fort Plerce;FL 34946
Job
T ss
Truss Type
Qty
Ply
WPRHTFA
A08
HIP CAT 1
1
1
.0 A0012842
i
—
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:46 2018 Page 1
1 ID:uMNtXBMFQzqGeYlmYwnqyHzGc8X-DfRimyfpbNOLmanYoQjppTolchWTAHYnGeYNAMzDx—E
7-8-4 4-100 7�O 4-7-' 2 324-0 i34-4-0
7-8-4 i
17_1_1� N 0 7_1_1 2 7-8-4 2-0-0
6.00 F1 —2 5x6 �� 5x6 zz:
3x4 = 4x6 = 3x4 = 5x6 WB= 3x4 = 3x6 ��
Dead Load Defl. = 5/16 in
3x6 -.�-
-4-4
16-2-0
23-11-12
2-4-0
L
8§_4_4
7-9-12
7-9-12
—
8_4_4
Plate Offsets (X,Y)—
[1:0-2-9,0-1-81, [3:0-5-0,Edgel,
[6:0-3-0,Edgel, [8:0-2-9,0-1-81
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL.
in (loc)
I/defl
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.96
Vert(LL)
-0.23 12-14
>999
360
MT20
244/190
TCDL 28.0
Lumber DOL 1.25
BC 0.64
Vert(TL)
-0.52 12-14
>739
240
MT20HS
187/143
BCLL 0.0
Rep Stress Incr YES
WB 0.48
Horz(TL)
0.12 8
n/a
n/a
BCDL 7.0
Code FBC2014fTP12007
Matrix -AS
Weight: 169 lb
FT = 10%
LUMBER-
TOPCHORD 2x4 SP No.2 *Except*
T1,T5: 2x4 SP M 30
-BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt 4-14,5-10
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size)
1
1776/0-8-0 (min. 0-2-2)
8
1966/0-8-0 (min. 0-2-5)
Max Horz
1
-217(LC 13)
Max Uplift
I
-581(LC 12)
8
-658(LC 13)
Max Grave
1
1776(LC 1)
8
1966(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-2=-3133/2203, 2-3=-3018/2443,
3-4=-2850/2462, 4-5=-1 910/1702,
5-6=-2836/2452, 6-7=-3005/2422,
7-8=-3121/2194
'BOT CHORD
1-21=-1682/2672,14-21=-1682/2672,
13-14=-893/1883,13-22=-893/1883,
22-23=-893/1883,12-23=-893/1883,
12-24=-892/1887, 11-24=-892/1887,
10-11 =-89211887, 10-25=-1 671/2660,
8-25=-1671/2660
WEBS
2-14=-717/824, 4-14=-97611069,
WEBS ,
2-14=-717/824, 4-14=-976/1069,
4-12=-1 07/266, 5-12=-1 05/270,
5-1 0=-963/1057, 7-1 0=-713/816
NOTES- '
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
- =1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.,
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with, any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between. the
bottom chord and any other members, with BCDL
7.Opsf.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at=lb) 1=581, 8=658.
8) This truss has been designed for a moving
concentrated load of 200.01th live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
9) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and '/." gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
W,?,Iq - Re f". Ttrq fistp panders .1read astif ro this Nis ks:V1 Ininj tiM,1 .1 rN 191myl. TnAs i1f, tL Mew Seen ht:�t est. esters CA"is, d4d .. the TOD, oa�
ftns SO he Aft, that DD;' 1"04. 4! Ow D". F.Vatis 0.!. spest.4 bver-� 1, Led u any TDD "restias . "r—d [he ptel.ttsd be dessad M. Wp loss 9.1i'd th Ike TDD ulte "Iff 141- She 9-4,p ""W"Im- I't'" "nam"s, "'Olaq Ath,,y T. Tombo 111, P.E.
tailledtil, Imsse, 0.110161 Is the 1tV'.1r51rt d 11 Over,, th awrn% ".6-7d "w V the Wag Witte; ar N autidl re. 19,!b? 3' rad the 10 I�Iihrg free .1 K1. z 80083
All. tires rel.1114M WN plad-sal Pd!hun't she Wheel t.pad Sflq M nd Stu jufW plaiaL TrA gt5wksrt�;m *Mt,s WMn 011halis, DOPer. 1'"S Imp F.F.traul rttry-dvr,-�er' -'s 4451 St. Lucie Blvd.
TkebstsNipfatim ANqUi-V t=#neasdd.,edh4TFH. Fort Pierce, FL 34946
(opleighl 0 2016 A-1 loaf Trusses- AnshanyL ferrite 111, 1`1 Reprodustlon of This domment, in trayform, is prohibited without The written permission hem A-] flooffissses - Anthony L Tombas 111, F.L
Zi h-
Job I
Tru s
Truss Type
City
Ply
A0012843
WPRHTFA
A09
HIP CAT
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. e May 22 14:39:47 2018 Page 1
ID:uMNtX8MFQzqGeY[mYwnqyHzGc8X-hr-4-]gRMgWCNjMIL7E2LgKyM5sjvgpxVII)CIozDx-A
12-10-0 6�O 25-7-12 2
V 34-4-0
2N814 1 6-1-12 9 % 4
i L6 6-1-12
'5x6 -�:;:
5x6 zz
Dead Load Deft. 5/16 in
3
4
6.00F1-2
4x6
1.5x4
5
1.5x4
6
C�
oi
2
3
1
R1
)B
--�B2
R1
7
41
-
8 J4
tj
20 13
21 12 22
11 23
10 24
9
25
3x4
5x6 WB=
3x4
5x6 WB=
3x4
3x8
3x8 =
8-4-4
1�6-2-0
23-11-12
324-0
8-4-4
7,9-12
7-9-12
8-44
Plate Offsets (X,Y)-
[1:04-12,0-1-81, [5:0-3-0,Edgel, [7:0-4-12,0-1181
LOADING (psf)
SPACING- 2-0-0
i
CSI.
DEFL.
in (loc)
I/defi
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.83
Vert(LL)
-0.22 9-11
>999
360
MT20 244/190
TCDL 28.0
Lumber DOL 1.25
BC 0.64
Vert(TL)
-0.53 9-11
>728
240
BCLL 0.0
Rep Stress Incr YES
Wb 0.74
Horz(TL)
0.13 7
n/a
n/a
BCDL 7.0
Code FBC2014frPI2007
Matdx-AS
Weight: 161 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2X4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1
1777/0-8-0 (min. 0-2-2)
7
1966/0-8-0 (min. 0-2-5)
Max Horz
1
-194(LC 17)
Max Uplift
I
-559(LC 12)
7
-636(LC 13)
Max Grav
1
1777(LC 1)
7
1966(LC 1)
FORCES. (1b)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-2=-3190/2241, 2-3=-2921/2260,
3-4=-2123/1786, 4-5=-2778/2251,
5-6=-2912/2233, 6-7=-3180/2233
BOTCHORD
1-20=-1 73712737, 13-20=-1 737/2737,
13-21 =-1 086/2087, 12-21 =-1 086/2087,
12-22=-1 086/2087, 11-22=-1 086/2087,
11 -23=-1 084/2086, 10-23=-1 084/2086,
10-24=-108412086, 9-24=-1084/2086,
9-25=-1728/2727, 7-25=-1728/2727
WEBS
2-13=-561/652, 3-13=-617f736,
4-9=-608/729, 6-9=-562/648
I
NOTES-
1) Unbalanced roof live loads have been considered
for this 8esign.
2) Wind - , ASCE 7-10; Vult=1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forc es & MWFRS for reactions shown; Lumber
DOL-1.60 plate grip DOL=1.60
3) Provi8e adequate drainage to prevent water
ponding!
4) This t�uss has been designed for a 10.0 psf bottom
chord livp load nonconcurrent with any other live
loads. 1
5) * This, truss has been designed, for a live load of
20.Opsf 6n the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL
7.Opsf. 1
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at --lb) 1=559, 7=636.
7) This truss has been designed for a moving
concentralted load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
8) This tn�ss design requires that a minimum of 7116"
structural, wood sheathing be applied directly to the top
chord and 1W gypsum sheetrock be applied directly to
the bottom chord.
LOAD cASE(S)
Standard
'M INS& d".
Anthony T. Tornbo III, P.E.
Hue A '�'s 1-11v y 1616% 1, 1h 1'elmhInt, a ftow('N Ir Ike 1011", Mij." Wk'%O�" d 1�' IK'tba K "I Ike Wk"(,g We IN]. Tit qpW d A, !DD W Mhdi d6a T—. W,61 W.11din .91,0q Mlte IL wpWty 0 —80083
4451 �t. Ld. Bld.
Zi Copytighi (D 2016 A-1 Roof Trusses- Anthony L Tomb 111, P.I. Reptodortion offbis Jocument, in any form, is robibiled without the riffea pernnission hear A-] Roof Trusses . -An1fionyI.ToMbD1]1,?.E. Fort Pierce, FL 34946
Job
T ss
Truss Type
Qty
Ply
WPRHTFA
A10
HIP CAT
1
1
A0012844
A 4 '— :
—
—
Job Reference (optional)
sses, I - L lerce, FL �946, uesluflkw—d 1 Llusti.ccint Run: 8.120 s Nov i2 20it Print: 8.120 s Nov 12 2o17 MiTek Industries, Inc. Tue May 22 14:39:48 2018 Page I
10:uMNtX8MFQzqGeY]mYwnqyHzGc8X-92YSBeh37 e3?bmq[HuutALVBneDb4kyIUFEZDX 9
0-100 16-2-0 1 2�1- 0 6-7-12 2-" 344-0
5_8_4 5-4-0 5_ i 2-0-0
_4�
a 1 5_1_12 5_8_4
4x6 �- 1.5x4 11 4x6 --
Dead Load Defl. = 5/16 in
3x8 = 3X4 = 5x6 WB= 3x8 = 5x6 WB= 3x4 = 3x8 =
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/defi
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TIC 0.69
Vert(LL)
-0.22
9-11
>999
360
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
BC 0.65
Vert(TL)
-0.55
9-11
>700
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.32
Horz(TL)
0.14
7
n/a
n/a
BCDL 7.0
Code FBC2014/TPI2007
Matrix -AS
Weight: 164 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied
BOTCHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1
1777/0-8-0 (min. 0-2-2)
7
1966/0-8-0 (min. 0-2-5)
Max Horz
1
-1 72(LC 17)
Max Uplift
1
-534(LC 12)
7
-611 (LC 13)
Max Grav
1
1777(LC 1)
7
1966(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-2=-326012291, 2-3=-2900/2140,
3-4=-261012058, 4-5=-2610/2058,
5-6=-2889/2130, 6-7=-3246/2278
BOTCHORD
1-20=-1 806/2816, 13-20=-1 806/2816,
13-21 �1 258/2291, 12-21 =-I 258/2291,
12-22=-1258/2291, 11-22=-1258/2291,
11-23=-1254/2287,10-23=-125412287,
10-24=-1254/2287, 9-24=-1254/2287,
9-25=-179212801, 7-25=-1792/2801
WEBS
2-13=-488/568, 3-13=-365/540,
3-11 =-262/562, 4-11 =-546/437,
5-11 =-269/567, 5-9=-354/533,
6-9=-485/559
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=4.2psf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forcesA MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL
7.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Ot--lb) 1 =534, 7=61 1.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
8) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and Y2" gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
I. Take a, Ild"' row.1s, ",I " *TDD,.!r
Wdww' ft", ASI t!,rd set art TDD 1. ie,dd. Is r Tws Dmill F'o.ts 0,1, sisorly hyre!e' I,- d " .I TIM FIFRSI-ts I- -ne"M 11 it- F's4sne'd 'IFIVIq riyoultiq let ft, duss.-to 0 te, st-�e Truss Opmeil is Ike Tall Wy.. enter ntl- N LK), ns.1staZ [W.; Urger, sedliny Anthony T. Tornbo 111, P.E.
.d W disis Nssfiv I'l WIC's is Ike n3j"utilay dN O."'Ite 0-es t4'rizal.P1.7 thilldi's Dmipt' e.—W ellutt"!kflK Ithlxslb'(�llnel' M. Therprilli. -80083
Wes-wie?. All ..IS Orh ire,m) Press(.— V
Mi III tpI�Idt-surns fiffeul hill 1. 4451 St. Lucie Blvd.
Zt 0 2016 A-1 Roof Trusses - Annhanyl. Tombs III, P.E. Reproduction of ibis dDIUM i nt, in any form, is prohibited without the written permission from A-1 Roof Trusses -Anthony L Tombir 111, P.f. Fort Pierce, FL 34946
Job
Tru s
Truss Type
Qty
Ply
A0012845
WPRHTFA
A11G
HIP GIRD� ! R
1
3
Job Reference (optional)
Al f�b*of Trusses, Fort Pierce, FL 34946, clesign@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:50 2018 Page 1
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-5QgCcKiKebumEB5K1 FnlzJyWkJs46-ZNBFWbJ7zDx-7
-2-00-00 1 4-� 1 8-1 0�0� 13 18-9-12 3 0 1 ��7-7-122 �12 4-0
2_ 4_ --8_4
_8_4 8 4 1 41 1 4
1 V-44 H
7x10 MT20HS-- ,
6.00 [1-2
3x4,;-
C� 3
C,
c!
C, 2
.411
,�,��22 2�3 17� 24�
4x8 = 2x4 11
LOADING (ps"
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
28.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
7.0
Code FBC2017[rPI2014
LIJIVIBER-
TOP CHORD 2x4 SP M 30 *Except*
T1: 2x4 SP No.2
BOT CHORD 2x6 SP 240OF 2.OE
WEBS 2x4 SP No.3 *Except*
W3,W6:2x4 SP No.2
WEDGE
Right: 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-7-12 cc
purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
REACTIONS. (lb/size)
9
12144/0-8-0 (min. 0-3-6)
2
8110/0-8-0 (min. 0-2-4)
Max Horz
2
149(LC 50)
Maz Uplift
9
-3482(LC 4)
2
-3130(LC 8)
Max Grav
9
12146(LC 2)
2
8110(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-17074/6681, 3-4=-16868/6735,
4-5=-2050817834, 5-6=-21056/7568,
6-7=-1 7456/5869, 7-8=-1 9922/6628,
8-9=-2351917130
BOTCHORD
2-22=-6002/15172, 2-23=-6019/15215,
17-23=-6019/15215,17-24=-6019/15215,
16-24=6019/15215, 16-25=-6010/15086,
25-26�6010/15086, 15-26=-6010/15086,
15-27=-6010/15086, 14-27=-6010/15086,
14-28=-7746/20508, 28-29=-7746/20508,
29-30=-7746/20508, 13-30=-7746/20508,
13-31 =-7445/21056, 12-31 =-7445/21056,
12-32=-7445/21056, 32-33=-7445/21056,
33-34=-7445/21056, 11-34=-7445/21056,
11 -35=-6317121016, 35-36=-6317/21016,
3x4 =
16 25 15 26 14 27
3X4 = 6x6 = 7x6 =
TC 0.70
BC 0.66
W6 0.93
Mdtdx-MS
I
BOTCHORD
7x10 MT20HS//
3x4 =
Dead Load Defl. = 7116 in
3x6
L
8
V 3 %V3 I?
%L1-F F=r=�q -B! 9
3738 6
28 29 30 13 3112 3233 11 3435 36 10 "39
6x6 = 7x8 3x6 11 4xl 6
7x10 MT20HS=
27-7-12 32-4-0
Effifillmll
DEFL.
in (loc)
I/defl
L/d
PLATES
GRIP
Vert(LL)
0.35 13-14
>999
360
MT20
2441190
Vert(CT)
-0.65 13-14
>598
240
MT20HS
1871143
Horz(CT)
0.15 9
n/a
n/a
Weight:603lb
FT=10%
2-22=-6002/15172, 2-23=-6019/15215,
17-23=-6019/15215 17-24=-6019/15215,
16-24=:�6019/15215:16-25=-6010115086,
25-26=-�010/15086,15-26=-6010/1508.6,
15-27=-.6010/15086, 14-27=-6010/15086,
14-28=-71746/20508, 28-29=-7746/20508,
29-30=-7746/20508, 13-30�7746/20508,
13-31 =-7445/21056, 12-31 =-7445/21056,
12-32=-7445121056, 32-33=-7445/21056,
33-34=-7445/21056, 11-34=-7445/21056,
11 -35=-6317/21016, 35-36�6317/21016,
36-37=-6317/21016,10-37=-6317121016,
10-38=-6317/21016, 9-38=-6317/21016,
9-39=-6�92/20914
WEBS 1
3-16=-580/476, 4-16=-1 331/2280,
4-14=-2439/7331, 5-14=-1083/58,
5-13=0/983, 6-13=-1283/2693,
6-11 =-4835/2364, 7-11 =-277518474,
8-11 =-41.901769, 8-1 0=-394/3418
NOTES- I
1) 3-ply t I russ to be connected together with 1 Od
(0.131"xW) nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0
cc.
Bottom chords connected as follows: 2x6 - 3 rows
staggered at 0-5-0 cc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 cc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been pro�ided to distribute only loads noted as (F) or
(B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered
for this design.
4) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=13�mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever, left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water
ponding.
6) All plates are MT20 plates unless otherwise
indicated.:
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
8) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
9) Provide mechanical connection (by others) of truss
to beading plate capable of withstanding 100 lb uplift at
joint(s) except Ot--lb) 9=3482, 2=3130.
10) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
11) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
1507 lb down and 994 lb up at 8-10-0, 490 lb down
and 272 lb up at 10-10-12, 490 lb down and 272 lb up
at 12-10-12, 2571 lb down and 1013 lb up at 13-8-12,
1212 lb down and 406 lb up at 15-8-12,1212 lb down
and 424 lb up at 17-8-12,1206 lb down and 420 lb up
at 19-8-12,1206 lb down and 420 lb up at 21-8-12,
1206 lb down and 420 lb up at 23-3-4,1561 lb down
and 239 lb up at 25-3-4,1561 lb down and 239 lb up
at 27-3-4, and 1561 Its down and 239 lb up at 29-3-4,
and 1561 lb down and 239 lb up at 31-3-4 on bottom
chord. The design/selection of such connection
device(s) is the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate lncrease=1.25
Uniform Loads (plf)
Vert: 1-4=-96, 4-7=-96, 7-9=-96, 2-9=-14
Concentrated Loads (lb)
Vert- 16=-1507(F) 14=-2431(F) 19=-1401(F)
25=:464(F) 27=-464(F) 28=-1 212(F) 30=-1 212(F)
31 =-1 206(F) 33=-1 206(F) 34=-1 206(F) 35=-1 401 (F)
37=-1 401 (F) 38=-1 401 (F)
41 'A I VU 3' IM! Uh F, Udns&ff.i,t mod" tie TDD,K�
WRI, Ir , �00slltisqelfu to Wbk,ft Jst' uns Desip bom tie. isftdooea.-yed It, Anthony T. Tonnisce III, P.E.
firs"11'ruirfolki Is 1h.speeciii1q dhartn. th th Whg OW1.!, s & "'44 d Is, It(, �1 M[ad eke ludb!impie aei R1. Th egmil v! tit IN Anj Wil w dtuTnn,Wk1q adtirn Miss �. wr.,41 q d V 80083
Id Lenno?. nsels V-1p.l.oL TA edW.-m
1bdij4f1s1fW i. .�A ReNnCzipfir 4451 St. Lucie Blvd.
(opyrighi Ca 2016 A -I Roof husses - AD1honyL Tomba 111, P.I. Reprtnduaion of this dowmeni, in any larre, is . probiRed wiliscof IN rinen peassission hom A-] RGDITIUSSeS - Wholly f. TOM130 III, P.E. Fort Pierce, FL 349446
Job
Truss
Truss Type
Qty
Ply
WPRHTFA
B01G
HIP GIRDER
1
1
A0012846
A I D—f �--- — M; ----
— nA
—
Job Reference (optional)
2-0-0
C�
C
C' ';
C'.
e5.'g5"--a LFUSS.Gum Hun: o. izu s Nov i2 20i7 Print: 8.i2fj s Nov 12 20it milek Industries, Inc. Tue May22 14:39:51 2018
ID:uMNtX8MFQzqGeY]mYwnqyHzGc8X-ZcEbpgjyPvOdsLgWazf VVMdbiFGrX4WQvGa
7-0-0 1 rA-n 11 . � —
OX0 I I 1x?j = 3x(j 11 4x8 =
= 114 in
C?
A
C?
i
7-0-0
i
11-2-0
0
22-4-0
7-0-0
4-2-0
T:2:L0-
7-0-0
Plate Offsets (X,Y)—
[2:0-4-0,0-1-151, [3:0-2-8,Edgel,
[5:0-2-8,Edge],
[6:0-4-0,0-1-151,
[8:0-4-4,0-1-81, [9:0-4-0,0-4-81, [10:0-4-4,0-1-81
LOADING (psq
SPACING- 2-0-0
CS1.
DEFL. '
in
(loc) I/defI
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.95
Vert(LL)
0.19
9 >999
360
MT20 2441190
TCDL 28.0
Lumber DOL 1.25
BC
0.47
Vert(TL)
-0.42
8-9 >640
240
BCLL 0.0
Rep Stress Incr NO
W13
0.53
Horz(TL)
0.10
6 n/a
n/a
BCDL 7.0
Code FBC2014[TP12007
Matrix-MSH
Weight: 123 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP No.2
BOT CHORD 2x6 SP 240OF 2.OE
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 7-1-9 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2
2347/0-8-0 (min. 0-2-4)
6
2347/0-8-0 (min. 0-2-4)
Max Horz
2
-111 (LC 38)
Max Uplift
2
-1270(LC 8)
6
-1270(LC 9)
Max Grav
2
2715(LC 29)
6
2715(LC 35)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-5282/2394, 3-15=-5474/2496,
4-15=-5474/2496, 4-16=-5474/2496,
5-16=5474/2496, 5-6=-5282/2393
BOTCHORD
2-17=-2024/4619, 2-18=-2052/4648,
10-18=-2052/4648,10-19=-2069/4706,
9-19=-2069/4706, 9-20=-2000/4706,
8-20=-2000/4706, 8-21=-1985/4648,
6-21 =-1 985/4648, 6-22=-1 968/4619
WEBS
3-10=-404/1390, 3-9=-519/1103,
4-9=-6301418, 5-9=-51911103,
5-8=-403/1390
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf,- BCDL=4.2psf,- h=25ftI-
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except fit --lb) 2=1 270, 6=1 270.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 321
lb down and 300 lb up at 7-0-0,128 lb down and 116
lb up at 9-0-12, 128 lb down and 116 Ib up at 11 -0-12
, 128 lb down and 116 lb up at 11-3-4, and 128 lb
down and 116 lb up at 13-3-4, and 321 lb down and
300 lb up at 15-4-0 on top chord, and 865 lb down
and 332 lb up at 7-0-0, 278 lb down and 80 lb up at
9-0-12, 278 lb down and 80 lb up at 11-0-12, 278 lb
down and 80 lb up at 11-3-4, and 278 lb down and 80
lb up at 13-3-4, and 865 lb down and 332 lb up at
15-3-4 on bottom chord. The design/selection ofr such
connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (6).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Standard
Vert: 1-3=-96, 3-5=-96, 5-7=-96, 2-6=-14
Concentrated Loads (lb)
Vert: 3=-1 39(B) 5=-1 39(B) I 0=-403(B) 9=-251 (B)
4=-140(B) 8=-403(B) 15=-70(B) 16=-70(B)
19=-1 25(B) 20=- 1 25(B)
I I00!njSS1S(*MnMRA TEN 900- T.4110'rip ...
Nild ... Anthony T. Tombo III, P.E.
H'-Ms rmssfr's! Whi Rise Rsp.54ifiry dt'e o.m. ti,' 0—'s awlud qd or lit 1161C.1 onipf, . N mftrldfu rx'is 31 "flit Wal .1 r6l.
r 80083
4451 St. Lucie Blvd.
Tk,T All lehel IoTPTI. Fort Pierce, FL 34946
(opyrighl 0 2016 A-] loaf Trusses - Anthony 1. Tombo III, P.f. Reprodudion of this document, in any form, is Prohibited Without the written permission fjons A-1 Roof Trusses - Anthony I. Tounho 111, P.f.
Job
Tru s
Truss Type
Qty
Ply
A0012847
WPRHTFA
B02
HIP CAT
Job Reference (optional)
All i�o`of Trusses, Fort Pierce, FIL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 M7iek Industries, Inc. Tue May 22 14:39:52 2018 Page 1
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-1 poz1 OkaAD8UUVFi8gpD2k2ta6UCa4?gfZ?hO?zDx-5
2-0-0 4-9-4 340 17-6-12 Z2-4-0 4 0
0
4-9-4 9M L44_� 4-2-12 'g, 1 2 �07�
-2
6. 0 0 F1-2
1.5X4,,�,
C� 3
2
01 ';5� 18
4x4
7-7-8
LOADING (ps"
SPACING-
2-0-0
TCLIL
20.0
Plate Grip DOL
1.25
TCDL
28.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
7.0
Code FBC2014rrPI2007
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2
1414/0-8-0 (min. 0-1-11)
7
1414/0-8-0 (min.0-1-11)
Ma)t Horz
2
-136(LC 10)
Max Uplift
2
-469(LC 12)
7
-469(LC 13)
Max Grav
2
1414(LC 1)
7
1414(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
whenshown.
TOPCHORD
2-3=-2118/1515, 3-4=-1 787/1331,
4-5=-1405/1213, 5-6=-1787/1330,
6-7=-2118/1514
BOTCHORD
2-18=-1120/1810,11-18=-1120/1810,
11-19=-685/1405,10-19=-685/1405,
10-20=-685/1405, 9-20=-685/1405,
9-21 =-1 133/1810, 7-21 =-1 13311810
WEBS
3-11 =-424/481, 4-11 =-245/437,
5-9=-245/437. 6-9=-424/481
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
4x6 \1
4x6 I/
4 5
11.5x4,5'�
6
71
19 10 20 9 21
4x6 3x4
TO 0.55
BC. 0.94
WB 0.17
Ma.trix-AS
DEFL. in (loc) I/defi Ud PLATES
Vert(LL) -0.20 9-11 >999 360 MT20
Vert(TL) -0.37 9-11 >721 240
Horz(TL) 0.08 7 n/a n/a
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=1132mph; TCDL=5.Opsf; BCDL=4.2psf-, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-0 Exterior(2) zone; cantilever left and right
expose8 ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.,60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This t , russ has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads. �
5) * Thi� truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangl'e 3-6-0 tall by 2-0-0 wide will fit between the
bottom 6hord and any other members, with BCDL
7.Opsf. 1,
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Gt--lb) 2=469, 7=469.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels a'nd at all panel points along the Bottom Chord,
nonconCurrent with any other live loads.
8) This truss design requires that a minimum of 7/16"
structura ' I wood sheathing be applied directly to the top
chord and %" gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
Dead Load Defl. = 3/16 in
J4
6
4x4 =
GRIP
244/190
Weight:100lb FT=10%
fee. T,.* Stop F-4. WaHeA. . M 1- Nvp 3-i'l ifrVi"i do Ark,syl. luleg" ft Ider'.. 9edk'e,1 "t. goins ow.j. oddu AtIM.'r
Anthony T. Tornbo 111, P.E.
.d fte T.shtewy WIN! R Ise Neu. de 0-'ew�maqel rth Why Door"r, aereme'A d N rr�l. & .1 fit W k"fig 1.1, .1 MI. 11, oypeoili d a, TO i isylalt en dtip T.'s.W.fin W4 wele. Wet" crlhuxg 'Wit d
lri wts Weed. 1.4 fi, TDD flffit plains mi piffinsdat 446.1 (.eymet Seer pbInIA"I TM .1sl(A rmh-ft Fetid pig- Z 80083
Idad lye Culmd.Fed.p. 1. wribi ly dl yen. K Ited'i"'i Thlmsc'�?Fefi 4451 St. Lucie Blvd.
Fort Pierce, Fl- 34946
(opyrighi 0 2016 A -I Roof husies - Albany 1. Tonobo Ill, P.f. Reprodunion of ibis elemental, in any form, is I ptobibifed wilboul lite written pernaission hear A -I Roof Trusses - AnthonyL TorabD Ill, P.I.
Job
T ss
Truss Type
Q ty
ply
WPRHTFA
B03
COMMON
I
A001'2848
Job Reference (optional)
A! Roof 1 russes, Fort Pierce, FIL 34946, design(gal truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:53 2018 Page i
%%l 5-10-4 1 ID:uMNtXBMFQzqGeYlmYwnqyHzGc8X-V?MLEMICxWGL5eqviOLSbxa2FWqzJTWpto]FwSzDx-4
- 11-2-0 16-5-12 22-4-0 24-4-0
1 2 5-10-4 5-3-12 i 5-3-12 5-10-4 2-0-0
C�
4x6 =
OT'4�
4
4x4 = 3x4 = 4x6 = 3x4 = 4x4 =
7-7-8 14-8-8 22-4-0
7-7-8 7-1-0 7-7-8
Dead Load Defl. = 3/16 in
C?
Plate Offsets (X,Y)—
[2:0-1-12, Edge], [6:0-1-12,Edgel
LOADING(pso
SPACING- . 2-0-0
CS1.
DEFL.
in
(loc)
I/defl
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.55
Vert(LL)
-0.20
8-10
>999
360
MT20 244/190
TCDL 28.0
Lumber DOL 1.25
BC 0.90
Vert(TL)
-0.38
8-10
>714
240
BCLL 0.0
Rep Stress Incr YES
WB 0.41
Horz(TL)
0.07
6
n/a
n/a
BCDL 7.0
Code FBC2014rrPI2007
Matrix- I AS
Weight: 105 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2
1414/0-8-0 (min.0-1-11)
6
1414/0-8-0 (min.0-1-11)
Max Harz
2
-161(LC 10)
Max Uplift
2
-487(LC 12)
6
-487(LC 13)
Max Grav
2
1414(LC 1)
6
1414(LC 1)
FORCES. (lb)
Max. Camp./Max. Ten. - All fordes 250 (lb) or less except
when shown.
TOPCHORD
2-3=-205111465, 3-4=-1779/1432,
4-5=-1779/1432, 5-6=-2051/1465
BOTCHORD
2-17=-1053/1735,10-17=-1053/1735,
10-18=-519/1184,9-18=-519/1184,
9-19=-519/1184, 8-19=-51911184,
8-20=-1063/1735, 6-20=-1063/1735
WEBS
4-8=-473/609, 5-8=-475/544,
4-1 0=-474/609, 3-1 0=-475/544
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: AbUt: 7-110; vult--170mph (3-second gust)
Vasd=132r�ph; TCDL=5.Opsf, BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL
7.Opsf. 1
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Ot--lb) 2=487, 6=487.
6) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
7) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and Y2" gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
Vown - Nstlinlurnpag P4,11 loof 115s5ratIll). MRA RIMS I Elffmclis 0STRIrIAR-T) iWEVESAAEr,
Wtk(.�' p�,W rhAtia nd h, ft IDD 1, InWiL 4, 11— Will 1.0— (i.e. Spo.ftl bootu�j� th .,I,, sly TDD,,;—d� .-n.. a lf, I'll.'Ind vro,vitl MwitIny S! lf, dKild lit sllt Toss hpldol wit 110 Wt. 90 I'M. It, ftvp rsoatfa.ts� lofV(.&r.L "nount , Anthony T. Tornbo III, P.E.
eol d6il 1161611,11. hmr, IN 0-"S'4h9"'J.?A r lit loffiq lfelijw'm IIA3.44 it 61 "I'laith I'm! kp*,rg [lie MiRl. It 80083
All W.5se..' 01,100 INASI(Awl-0-1,10 junollobook TM I cadde.lov'ItIms, 4451 St. Lucie Blvd.
dis,t, (ditriijo6ted opol ape N vrilal ly All l Fort Pierce, FL 34946
Cop)iighIC)2016A-iloofTrusses-Anibonyl.TumbOlILP.L Rellroduation of ibis domment, in any form, is probibiied witheal the written permission from A-] Roollrusses - AafhonyT. Tornto III, F.L
Job
Truss
Truss Type
Qty
Ply
WPRHTFA
B04
COMMON:
1
1
A0012849
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, �L 34946, design@al truss.com. Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:54 2018 Page 1
ID:uMNtX8MFQzqGeYlmYwnqyHzGG8X--BvjShlq!qPCioO5G5sh797DowAB2wUz6tUoSuzDx-3
2-0-0 5-10-4 1 1�2 0 1 16-5-12 22-4-0
_0_" 5-1 G-4 +-
-2 5-3-12 5-10-4
4x6 =
Dead Load Deli. = 3/16 in
6.0017
1.5x4,\\
1.5x4
3
5
C�
2
2
01
R1
6
------ rTT-
16 9
17 8
18
7
16
3x4
4 6 =
3x4
3x8
3x8
7-7-8
14X8_8
22-4-0
7-7-8 1
7-1-0
7-7-8
Plate Offsets (X,Y)—
[2:0-4-12,0-1-81, r6:04-12,0-1-81
I
LOADING (ps�
SPACING- 2-0-0
I
CS].
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.57
Vert(LL)
-0.20
7-9
>999
360
MT20 244/190
TCDL 28.0
Lumber DOL 1.25
BC 0.90
Vert(TL)
-0.37
7-9
>718
240
BCLL 0.0
Rep Stress Incr YES
Wb 0.42
Horz(TL)
0.07
6
n/a
n/a
BCDL 7.0
Code FBC2014rrP]2007
M6trix-AS
I
Weight:102lb FT=10%
LUMBER -
TOP CHORD 2x4 SIP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
6
122610-8-0 (min. 0-1-8)
2
141710-8-0 (min.0-1-11)
MA Horz
2
175(LC 12)
Max Uplift
6
-410(LC 13)
2
-487(LC 12)
Max Grav
6
1226(LC 1)
2
1417(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-205611473, 3-4=-1785/1442,
4-5=- 1794/1451, 5-6=-2067/1483
BOTCHORD
2-16=-1 154/1739, 9-16=-1 154/1739,
9-17=-602/1180, 8-17=-602/1180,
8-18=-602/1180, 7-18=-602/1180,
7-19�1 165/1752, 6-19=-1 165/1752
WEBS
4-7=-4951624, 5-7=-489/561,
4-9=-480/615, 3-9=-486/554
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
1
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=4.2psf, h=25ft;
Cat. 11; 'Exp C; Encl., GCpi=O.l 8; MWIFIRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forLes & MWIFIRS for reactions shown; Lumber
DOL=1 1 60 plate grip DOL=11.60
3) This truss has been designed for a 10.0 psf bottom
chord li�e load nonconcurrent with any other live
loads. i
4) * Thi� truss has been designed for a live load of
20.0psfjon the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL
7.Opsf. 1 1
5) Provide mechanical connection (by others) of tru�s
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 'except at --lb) 6=410, 2=487.
6) This truss has been designed for a moving
concentrated load of 200.011b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
7) This t'russ design requires that a minimum of 7/16"
structurA wood sheathing be applied directly to the top
chord an' d %" gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
I
loci HZSES[%1I[n owl' UA.saIff-u,&Idt1,t*TD0,11 I
Wul. A, IT— ird I-YTIND11plaigsluelap-mr[III folassi"d Ni�,1;,z�,.pliem.I,U;qc.64.5,,,j,""��7 Anthony T. Tombo III, P.E.
W Ilan T-1-.1 16161 is a ... sj"!5uIq'f I. Owl' at 11, Iran! Wipe'. th ane.11d art IK' IWItIoul th had b"6r; We .1 R1.7 R, th MD Any hIll ill, If 5, T.m W, .6. i-�A4 sw int'lld". .9 Inuarg AD, 4 1�2 "slauilly .1
80083
4451 St. Lticle Blvd.
Fort Pierce, FL 34946
Copyright V 2016 A-1 kool Trusses - Anthony I. Tanho III, P.E. Reprodurtion of this domment, in any form, i.s prohibited without the written Fintrissi011 from A-) Roof Trusses - ActhonyT. Toato 111, P.E.
Job
Truss
Truss Type
Qpy
Ply
WPRHTFA
B05
ATTIC
4
1
A0012850
Job Reference (optional)
U aaw�' I L alua, rr� �D' uublylisgW'd j isubli.wris
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:55 2018 Page 1
�7 ID:uMNtXBMFQzqGeY]mYwnqyHzGc8X-SOT5f1 mSTBX3LyzHppNwgMg[GKaRnit6LXfM—KzDx—�'
_;11 900 J2 0 ll�
i 1�- 1 1� "381 1 T5 -712 22-4-0
_7 OH L L_ 1
_4_� 2- _ _9_ _ _1_ 6-64
5x6 =
Dead Load Defi. = 1/8 in
3x6 = 5x8 = 5x6 = 4x4 -Z�-
15-9-12
LOADING (ps2
SPACING-
2-0-0
CSIL
DEFL.
in (loc)
I/defi
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.90
Vert(LL)
-0.3610-11
>755
360
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
BC 0.65
Vert(CT)
-0.4710-11
>573
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.67
Horz(CT)
0.04 9
n1a
Was
BCDL 7.0
Code FBC2017rrPI2014
Matrix -AS
Attic
-0.21 10-11
506
360
Weight: 114 lb FT= 10%
LUMBER-
TOPCHORD 2x4 SP 240OF 2.OE *Except*
T2: 2x6 SP 240OF 2.OE
BOTCHORD 2x4 SIP M 30 *Except'
B2: 2x6 SP 240OF 2.OE
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied.
JOINTS
1 Brace at Jt(s): 12
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
9
14115/Mechanical
2
1615/0-8-0 (min. 0-2-1)
Max Horz
2
175(LC 16)
Max Uplift
9
-225(LC 13)
2
-310(LC 12)
Max Grav
9
1575(LC 2)
2
1752(LC 2)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3145/1283, 3-4=-2716/999,
4-5=-2333/946, 5-6=-1 36/429,
6-7=-1 23/403, 7-19=-2164/1004,
8-19=-2326/935, 8-9=-2701/897
BOTCHORD
2-20=-1 043/2826, 11-20=-1 043/2826,
11 -21 =-598/2308, 10-21 =-598/2308,
10-22=-600/2286, 9-22=-600/2286,
9-23=-60012286
WEBS
8-10=0/547,4-1 1=-170/694,
5-12�2763/1292, 7-12=-2781/1297,
3-11 =-619/512
WEBS 1
8-1 0=01547, 4-11 =-I 70/694,
5-12=-2763/1292, 7-12=-2781/1297,
3-11 =-619/512
NOTES- !
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult--170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed; C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) 300.01b AC unit load placed on the top chord,
11 -2-0 from left end, supported at two points, 5-0-0
apart.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) " This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8,
5-12,7-12
7) Bottom chord live load (40.0 pso and additional
bottom chord dead load (0.0 psf) applied only to room.
10-11
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at --lb) 9=225, 2=31 0.
10) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
11) This truss design requires that a minimum of 7116"
structural wood sheathing be applied directly to the top
chord and W gypsum sheetrock be applied directly to
the bottom chord.
12) This truss is designed for a creep factor of 1.50,
which is used to calculate the Vert(CT) deflection per
ANSI/TPI 1. The building designer shall verify that this
parameter fits with the intended use of this
component.
13) Attic room checked for U360 deflection.
LOAD CASE(S)
Standard
1.3 "1 fal "Its "MST.$
As, b04 Ire sal NMI 101'rfsw� is- "r A 141 s1,111 NIS hjid'dou!W?I1 Nly, Niff TKI. ntfivp ms�sr'm' W;qqsVA1Z wldlly Anthony T. Tombo III, P.E.
brop
80083
III tun'.1 44 usts. TRW f4rmas NIPJW1 S&tf Sy TI N1 SKI wdes'sal 11�' pofe gdi.".
4451 �t. Lucie Blvd.
ZI Upyrighl 1) 2016 A-1 Root Trusses - Anthony 1. lombo III, 1`111eirioduction of this dummot, in any form, is Prohibited without Ito Written permission from A I Roof Trusses - AnIhony 1. rumba III, P.E. For', Pierce, FL 34946
Job
s
Truss Type
Qty
Ply
A0012851
WPRHTFA
B06
Common 1
3
1
Job Reference (optional)
Al R*6of Trusses, Fort Pierce, FIL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:56 2018 Page 1
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-wa1 UsNn5ERfwy6y-rNWugDaCwvjvyWovFaBzvXnzDx-1
:�2-0-00 5-10-4 1 1�2�0� 16-5-12 08 2, -0
_0_ 5-10-4 5-3-12 013LB
4x6 =
Dead Load Defl. = 118 in
C�
2
6.00 F1 2
1.5x4l I
3 1
2
1.5x4
5
E
6
16
9
17 18 8
7
19
4x4
3x4
3x4
3x4
4x4
7-7-8
14-8-8
22-0-8 2� -0
7-7-8
7-1-0
7-4-0
013L8
LOADING (psg
SPACING-
2-0-0
CSL
DEFL.
in
(loc)
I/defi
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.74
Vert(LL)
-0.20
7-9
>999
360
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
BC 0.69
Vert(CT)
-0.34
7-12
>785
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.49
Horz(CT)
0.05
6
n/a
n/a
BCDL 7.0
Code FBC2017/TP12014
Matrix -MS
I
Weight:1102lb FT=10%
-LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3A-9 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 4-11-5 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance With Stabilizer Installation ouide.
REACTIONS. (lb/size)
6
1220/Mechanical
2
142210-8-0 (min.0-1-11)
Mag Horz
2
175(LC 12)
Max Uplift
6
-406(LC 13)
2
-488(LC 12)
Max Grav
6
1220(LC 1)
2
1422(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-2147/1542, 3-4=-1 871/1507,
4-5=-1902/1538, 5-6=-2158/1575
BOTCHORD
2-16=-1 224/1832, 9-16=-1 224/1832,
9-17=-629/1222,17-18=-629/1222,
8-18=-629/1222, 7-8�629/1222,
7-1 9=-1 262/1870, 6-19=-1 262/1870
WEBS
4-7=-575/699, 5-7=-550/613,
4-9=-522/681, 3-9=-543/591
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
1
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=i32mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. ll;!Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
expose I d ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1160 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads. 1
4) * This truss has been designed for a live load of
20.0psfj on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom �hord and any other members, with BCDIL
7.Opsf. 1
5) Refer to girder(s) for truss to truss connections.
6) Provi ' de mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 'except jt--Ib) 6=406, 2=488.
7) This truss has been designed for a moving
concentl rated load of 200.01lb live located at all mid
panels �nd at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD 6ASE(S)
Standard
fr.. a M?'%sDs(;0eiqMOinJ I%! ha I. Tni.
.1.%01WPsshrasyN! Anthony T. Tombo 111, P.E.
.N 80083
4451 Lucie Blvd.
For, Pierce, FL 34946
Zt Uppighl C- 2016 A-1 Roof husses - Aebony L lembe III, Pa. Repiodulion of [pis dmment, in any folm, is plohibild W11hounfit w1iflem peimission item A I loaf Itosses - Amboy L Tombo III, F.I.
Job
Truss
Truss Type
Qfy
Ply
WPRHTFA
B07
COMMON
A0012852
Lb
Reference (optional)
OUI I I USSUS, r0l I MUIUU, rL O4U40, UetilglIll I jrUSS.00M
�Vd R un: 8.i20 s Nov iz 20it Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Tue May 22 14:39:57 2018 Page I
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-Ombs4joj?lnnaG7gxDPOinik37BuFGLPoqS3DzDx-0
1 -2-00 5-10-4 11-2-0 65-1 2 22_4_0
5-10-4 5-3-12 5_;_12 5-10-4
4x6
W
6
3x8 = 3x4 = 4x6 = 3x4 = 3x8 =
Dead Load Deff. = 3/16 in
7-7-8
7-7-8
14-8-8
7-1-0
22-4-0
7-7-8
Plate Offsets (X,Y)—
12:0-4-12,0-1-81, r6:0-4-12.0-1-8]
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL.-
in
(loc)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.56
Vert(LL)
-0.20
7-9
>999
360
MT20 244/190
TCDL 28.0
Lumber DOL 1.25
BC 01.90
Vert(TL)
-0.37
7-9
>719
240
BCLL 0.0
Rep Stress Incr YES
WB O�42
Horz(TL)
0.07
6
n/a
n/a
BCDL 7.0
Code FBC2014/TP12007
Matrix -AS
Weight: 102 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
6
1226/Mechanical
2
1417/0-8-0 (min.0-1-11)
Max Horz
2
174(LC 12)
Max Uplift
6
-410(LC 13)
2
-488(LC 12)
Max Grav
6
1226(LC 1)
2
1417(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
whenshown.
TOPCHORD
2-3=-2056/1473, 3-4=-1784/1440,
4-5=-1794/1449, 5-6�2067/1483
BOTCHORD
2-16=1 154/1739, 9-16=-1 154/1739,
9-17=-610/1189, 8-17=-610/1189,
8-18=-610/1189, 7-18=-610/1189,
7-19=-1 165/1752, 6-19=-1 165/1752
WEBS
4-7=-486/617, 5-7=-478/551,
4-9=-471/608, 3-9=-475/544
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult--170mph (3-second gust)
Vasd=132rnph; TCDL=5.Opsf, BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and Cight
exposed; end vertical left exposed; C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL
7.Opsf.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at --lb) 6=410, 2=488.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
8) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and V2" gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
Icaminisemm, anut inNs hnftlinplylews "A tai.dis "its oai5W,,*st r"ttil"NU�i'll,
ISIDnIt'satep ij.", I'd M r0lipms estutphatill byfusi.11 ti, ftpdri, Will TM, k 111-1.
Anthony T. Tombo 11' 1, P.E.
K.04 lull Wfqutit of "I-L 80083
!kI hiss Dnip I#M? is Of lit WWII NsipmeTY"s S'-�bm ILI Eiriblial I= at is f6id 4 If, 1. 44�1 i Lucie Blvd.
CopirtigbIC 2016 A I Roof Trusses - Arthany 1. bribe 111, 1`1 Repidurtion of This duumens, in any Imm'is prohibited wilhoul lhe wliven Felmissioa from A I loaf Trusses - Aolhany L Temba III, P.E' Fort Pierce, FIL 34946
Job
Tru s
Truss Type
Q ty
ply
A001285
WPRHTFA
B08
COMMON
Job Reference (optional)
At ffo*of Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:58 2018 Page 1
1 ID:uMNtX8MFQzqGeY]mYwnqyHzGc8X-sz9EH3pLm3veCQisVxwdl?lv3xxe—nRY1 VSObfzDx—?
-2 0-0 4-9-4 90- 13-4-0 L7 � 1 2 1 2�_O
I .9�
_0 4-9-4 10-2 1 4-4-0 712 4
4x6 \\
C�
C�
, .4
LA
m
c3.
4x6 //
Dead Load Defl. = 3/116 in
c?
3x8 =
— —
3x8
7-7-8
14-8-8
22-4-0
7-7-8
7-1-0
7-7-8
Plate Offsets (X,Y)—
[2:0-4-12,0-1-81, [4:0-2-15, Edge], f5:0-2-15, Edge],
[7:0-4-12,0-1-81
LOADING (ps�
SPACING- 2-M
1
CS1.
DEFL.
in
(loc)
I/defi
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.55
Vert(LL)
-0.20
8-10
>999
360
MT20 244/190
TCDL 28.0
Lumber DOL 1.25
BC
0.94
Vert(TL)
-0.37
8-10
>724
240
BCLL 0.0
Rep Stress Incr YES
WB
0.17
Horz(TL)
0.08
7
n/a
n/a
BCDL 7.0
Code FBC2014/-FP12007
Matrix -AS
Weight: 97 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7
1226/Mechanical
2
1417/0-8-0 (min.0-1-11)
MA Horz
2
151 (LC 12)
Max Uplift
7
-392(LC 13)
2
-470(LC 12)
Max Grav
7
1226(LC 1)
2
1417(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 Qb) or less except
when shown.
TOPCHORD
2-3=-2124/1524, 3-4=-1793/1341,
4-5=-1411/1224, 5-6=-1799/1348,
6-7=-2138/1536
BOTCHORD
2-17=-1225/1816,10-17=-1225/1816,
10-1 8=-780/1411, 9-18=-780/141 1,
9-19=-780/1411, 8-19=-780/141 1,
8-20�1240/1832, 7-20=-1240/1832
WEBS
3-1 0=-423/477, 4-1 0=-243/437,
5-8=-256/445, 6-8=-439/493
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
1
2) Win1d: ASCE 7-10; Vult--170mph (3-second gust)
Vasd=�132mph; TCDL=5.Opsf; BCDL=4.2psf,- h=25ft;
Cat. It-,. Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C�C Exterior(2) zone; cantilever left and right
expos6d ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provi ide adequate drainage to prevent water
pondin'g.
4) Thistruss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads. 1
5) - This truss has been designed for a live load of
20.0p4 on the bottom chord in all areas where a
rectan6le 3-6-0 tall by 2-0-0 wide will fit between the
bottorry chord and any other members, with BCDL
7.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s)'.except Ot--lb) 7=392, 2=470.
8) This!truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
9) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and I/V gypsum sheetrock be applied directly to
the bottom chord.
I
LOAD CASE(S)
Standard
RiTid—ra'Pid-1,01, Anthony T. Tombo III, P.E.
trints! M1 CIO,, r. O-W's tow.ul rw"tir. dth lic *1 11C.41h 1.4 �'Mq W4.1 MI N opp.mi ftWN,drf fidl.rttl Wass; h'h1:q*1"q1.j' M.%?. im"Worow$?"n; M1 �i
tvv ftr'. Oil— 9.4,
4451 St. Lurie Blvd.
Zt (opy;i9bi C 2016 A I Roof Trusses - Anthony T. Tomba 111, P1 �co, is prohibited WhNurl the witien permission from A-1 Roof Trusses - Anifiany 1. To.ba III, P1 Fort Pierce, FFL 34946
Job
Truss
russ Type
QtY
Ply
WPRHTFA
B09G
HIP GIRDER
1
1
� A0012854
A4
Job Reference (optional)
C�
C�
5ses, r", arcoe' ��U, U-191 1(,Wd I Ll
-2-0-0 , 7-o-n
un: 8. i20 s No! i2 20it Print: dAZU S NOV 12 ZU17 MiTek Industries, Inc. Tue May 22 14:39:59 2018
immllir.^Iro
4x8 = 3x6 11 7x8 = 3x6 11 4Xb =
11-2-0
C?
A
LOADING (psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 1.00
Vert(LL)
0.19
7-8
>999
360
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
BC 0.'85
Vert(TL)
-0.48
7-8
>558
240
'BCLL 0.0
Rep Stress Incr
NO
WB 0.'54
Horz(TL)
0.10
6
n/a
n/a
BCDL 7.0
Code FBC2014/TPI2007
Matrix-MSH
I
Weight:120lb FT=10%
LUMBER -
TOP CHORD 2x4 SP 240OF 2.OE *Except*
T2: 2x4 SP No.2, T3: 2x4 SP M 30
BOT CHORD 2x6 SP 240OF 2.OE
WEBS 2xil SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 7-7-6 oc bracing.
IMITelk recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
6
2449/Mechanical
2
2560/0-8-0 (min. 0-2-5)
Max Horz
2
129(LC 40)
Max Uplift
6
-1 008(LC 9)
2
-1 133(LC 8)
Max Grav
6
2600(LC 35)
2
2771 (LC 29)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
whenshown.
TOPCHORD
2-3=-5390/2081, 3-14=-5795/2258,
4-14=-5795/2258,4-15=-5795/2258,
5-15=-5795/2258, 5-6=-536912039
BOTCHORD
2-16=-1803/4719, 2-17=-1822/4746,
9-17=-1822/4746, 9-18=-1835/4799,
8-18=-1835/4799, 8-19=-1697/4777,
19-20=-1697/4777, 7-20=-1697/4777,
7-21 =-11 683/4721, 6-21 =-1 683/472 1,
6-22=-994/2889
WEBS
3-9=-360/1263, 3-8=-591/1404,
4-8=-529/349, 5-8=-659/1428,
5-7=-38611342
NOTES-
1) Unbalanced roof live loads have been considered
for this desidn.
2) Wind: ASCE 7-10; Vult=1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=4.2psf; h=25ft-,
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lu�nber DOL=1.60 plate grip DOL=11.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) " This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Gt=lb) 6=1008, 2=1 133.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 128
b down and 116 lb up at 7-0-0,128 lb down and 116
b up at 9-0-12, and 128 lb down and 116 lb up at
11-0-12, and 91 lb down and 87 lb up at 13-0-12 on
top chord, and 863 lb down and 336 lb up at 7-0-0,
278 lb down and 80 lb up at 9-0-12, 278 lb down and
80 lb up at 11-0-12, and 364 lb down and 131 lb up at
13-0-12, and 1335 lb down and 456 lb up at 13-5-4 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate lncrease=1.25
Uniform Loads (plf)
Vert: 1-3=-96, 3-5=-96, 5-6=-96, 2-6=-14
Standard
Concentrated Loads (1b)
Vert: 3=-70(B) 9=-414(B) 8=-1 25(B) 4=-70(B)
14=-70(B) 15=23(B) 18=-125(B) I 9=-2511(B)
20=-1224(B)
lotrets!pPuffol "I W.ru 1. 1.14.1.111 H. term shillem Al.
�3uly, iff 141. Th-Amip tu.�*k Anthony T. Tombo 111, P.E.
WwOnJIT"S01.114-111 6. rutiij.Wlf d fit cov., 6, 0'"'l .4.wj qW . 6. W�; ompt" [a 6, lfgm if P. rlt Its W M fli hul offilydi 0 Rf L Ili oppod 9 tzx 1*0 #it vel fi,Y At f! at TrAs' Wwn4 fihj� Mill! mialiew W Lmnj sklu it ml fum'U'F of,
80083
All wh'oltdo n.Tn twt'rm- .1 �rrk f,. jipjw"
4451 LUde 1314
For, Pierce, FIL 34946
A! (apirtighl C 2016 A I Real Trusses - Ardsay 1. Tombs 111, 1`1 Repiodurfiva ef this doturnent. in any form, is pohibited withoal 1he vniffea permission frerni A -I tool busses - AnIfiny I. lemba III, P1
Job
Tru s
Truss Type -
QtY
Ply
A0012855
WPRHTFA
C01G
HIP GIRDER
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2011 Mi I eK industries, Inc. I ue May ZZ 14:4U:Ul Zulu Fage I
I ID:uMNtX8MFQzqGeYlmYwnqyHzGcBX-GYrMw5rD3-HD3tRRA3UKwdwJPkaUByP_jThgE�-zDwzI
%0-00 1 -9�14 1 7�O 6-0 6:Q-0 21-5-0 2tl %0 i 2 353-1:0-0 5-1%0.
1- 00-1 13�
5-5-0 5
2 3_ _4 -12 4-1 0 4_6_0 3 12
A�Sl -
I
C�
c�,
C')
Dead Load Dell. = 1/8 in
c?
ch
Cn
6' 21-5-0 26:10-0 %1 8 3gL-N-0
U 5-5-0 5_5_0 6_
1-0-9 L
7-6-0 U 1 4 61 0-8-8
Plate Offsets (X,Y)-- 12:0-2-0,Edge], [3:0-5-0,0-2-0], [5:0-3-2,0-1-12], 16:0-3-0, Edge], [8:0-5-0,0-2-0], [9:0-2-10,0-1-8], [12:0-4-4,0-1-8], [13:0-3-4,0-5-0], [14:0-7-0,0-5-4],
LOADING (ps�
SPACING-
2-0-0
TOLL 20.0
Plate Grip DOL
1.25
TCDIL 28.0
Lumber DOL
1.25
BCLL 0.0
Rep Stress Incr
NO
BCDL 7.0
Code FBC2014/TPI2007
LUMBER-
TOPCHORD 2x4 SP No.2 *Except*
T2,T3:2x4 SP M 30
BOTCHORD 2x6 SP No.2
WEBS 2x4 SP No.3 *Except*
W2,W3,W5:2x4 SP No.2
W4:2x8 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 4-4-2 oc bracing.
WEBS
T-Brace: 2x4 SYP No.3 - 5-13
Fasten (2X) T and I braces to narrow edge of web with
106 (0.131"xY) nails, 6in o.c.,with 3in minimum end
distance.
Brace must cover 90% of web length.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 0-8-0 except flt=length)
9= 1 -0-0, 11 =0-3-8.
(lb) - Max Horz
2=-1 13(LC 44)
Max Uplift
All uplift 100 lb or less at joint(s)
except 2=-630(LC 8), 14=-2543(LC 5),
9=-485(LC 5), 11 =-627(LC 9)
Max Grav
All reactions 250 lb or less at joint(s)
except 2=1324(LC 32),14=5619(LC 36),
9=767(LC 41), 11 =I 224(LC 29)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-2069/956, 3-21 =-639/334,
21-22=-6139/334, 4-22=-6.39/3134,
4-23=-639/334, 23-24=-639/334,
5-24=-6391334, 5-25=�15OW747,
6-25�1 507/747, 6-26=-1 5071747,
7-26=-.! 507/747, 7-27=-1 5071747,
Continued on page 2
CSI.
DEFL.
in (loc)
I/defi
Ud
TC 0.99
Vert(LL)
-0.11 12-13
>999
360
BC 0.86
Vert(TL)
-0.23 12-13
>885
240
WB 0.92
Horz(TL)
0.04 9
n/a
n/a
M atrix-MSH
TOPCHORD
2-3=-�1069/956, 3-21=-6391334,
21-22=1 -639/334, 4-22=-6391334,
16
4-23= 639/334, 23-24=-639/334,
5-24=_ , 39/334, 5-25=-1507f747,
6-25=-1 507647, 6-26=-1 507f747,
7-26=-11 5071747, 7-27=-1 507/747,
27-28=_1 507/747, 8-28=-1 507/747,
8-9=-2584/1178
BOTdHORD
2-29=-,744/1755, 2-30=-769/1778,
16-30-4-769/1778, 16-31 =-782/1835,
31-32--'-782/1835, 15-32=-782/1835,
15-33-!
7-2019/1018, 33-34=-2019/1018,
34-35-7'-2019/1018, 14-35=-2019/1018,
14-36--L2019/1018, 36-37=-2019/1018,
37-38+201911018, 13-38=-2019/1018,
13-39=-922/2281, 39-40�922/2281,
40-41 = '-922/2281, 12-41 =-922/228 1,
12-42=,-913/2229, 11-42�913/2229,
9-11 =-2229/913, 9-43=-916/2242
WEBS'
3-16=-�21/1361, 3-15=-1614/794,
4-15=-815/538, 5-15=-1488/3330,
5-14=4678/2481, 5-13=-1 799/4090,
7-13=-1084/708, 8-13=-1047/498,
8-12=-229/1229
1
NOTES-
1) Unbalanced roof live loads have been considered
for this clesign.
2) Win�: ASCE 7-10; Vult=1 70mph (3-second gust)
Vasd=1 ' 32mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft-,
Cat. 11; 1 Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; porch right exposed; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water
pcinding.
4) All plates are MT20 plates unless otherwise
indicated.
5) This ' truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight:199lb FT=10%
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 630 lb uplift at
joint 2, 2543 lb uplift at joint 14, 485 lb uplift at joint 9
and 627 lb uplift at joint 11.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 425
lb down and 404 lb up at 7-0-0, 213 lb down and 206
lb up at 9-0-12, 213 lb down and 206 lb up at 11-0-12
, 213 lb down and 206 lb up at 13-0-12, 213 lb down
and 206 lb up at 15-0-12, 213 lb down and 206 lb up
at 16-11-0, 213 lb down and 206 lb up at 18-9-4, 213
lb down and 206 lb up at 20-9-4, 213 lb down and 206
lb up at 22-9-4, and 213 lb down and 206 lb up at
24-9-4, and 425 lb down and 404 lb up at 26-10-0 on
top chord, and 852 lb down and 298 lb up at 7-0-0,
251 lb down and 20 lb up at 9-0-12, 251 lb down and
20 lb up at 11-0-12, 251 lb down and 20 lb up at
13-0-12, 251 lb down and 20 lb up at 15-0-12, 251 lb
down and 20 lb up at 16-11-0, 251 lb down and 20 lb
up at 18-9-4, 251 lb down and 20 lb up at 20-94, 251
lb down and 20 lb up at 22-94, and 251 lb down and
20 lb up at 24-9-4, and 852 lb down and 298 lb up at
26-9-4 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
10) Warning: Additional permanent and stability
bracing for truss system (not part of this component
design) is always required.
11) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1 Dead t Roof Live.(balanced): Lumber Increase=1.25
, Plate lncrease=1.25
Uniform Loads (plq
Truly Aup?rvv�-.W Rl"
wak=du JIM Is
Anthorry T. Tombo 11' , P.E.
'd.%fl W1 To's fal Y k:h;4t"t1?M:5-4�qdW C�,, 15. 0.,Vs pUld or�l IWIL 1h 19 califloul orsn; ioet .11&1. 80083
4451 St. Lucie Blvd.
(5pyriobf V 2016 A-1 lout Trusses - Anthony F. lcmbo III, PI liepidarlion of [his documini, in any I lei 1, i -1 but Trusses - Annhany L Tombo 111, 1`1 For-, Pierce, Fl. 34946
prohibited withoul [he wirien permission from A
Job
Truss
Truss Type
Qty
Ply
WPRHTFA
C01 G
HIP GIRDER
A0012855
A4 0--f� ------
Job Reference (optional)
... r-,UFI. OAZUS Nov i2 26i7 Print: 8A20 s Nov 122ul I IVII I ek Industries, Inc. Tue May 22 14:40:01 2018 Page 2
ID:uMNtXBMFQzqGeY[mYwnqyHzGc8X-GYrMw5rD3—HD3tRRA3UKwdwJPkaUByPjT,hgl3LzDvr—I
LOAD CASE(S)
Standard
Uniform Loads (plf)
Vert: 1-3=-96, 3-8=-96, 8-10=-96,2-111�14,111-20=14,
9-20=-14
Concentrated Loads (lb)
Vert: 3=-260(B) 6=-179(B) 8=-260(B) 16=-430(B)
12=-430(B) 21 =-1 79(B) 22�1 79(B) 23=-1 79(B)
24=-1 79(13) 25=-1 79(B) 26=-1 79(B) 27=-1 79(B)
28=-1 79(13) 31 =-67(B) 32=-67(B) 33=-67(B) 35=-67(B)
36=-67(B) 37=-67(B) 38=-67(B) 39=-67(B) 41 =-67(B)
Anthony T. Tombo 111, P.E.
V 80083
th kst'l Wrw W Unaw. AP .1 ... I W m ft, no .1 In paro M1 rN.o.1 A5 W&I low" Seal [Amehra fmr, P-Rw 4 1,71 M SKA rd.twl N, pun) pftt. TN 60.& *?.,jmWNs to 61its a!is br, N& )o P bf—ad In's 9-feNw, .'Is& 4451 St. Lucie Blvd.
Ti,,Tiostvipf�p.r Is uto 04,11,1111.
(optrighl Q 2016 A-] locilhussts-knibanyLTombo III, P.I. litprodu . ation of ibis dowment, in any form, is piobibited withscut the written permission from A-] hoffrosses - Anthtmy,L Tombo III, P'L Fort Pierce, FL 34946
Job
Truss
Truss Type
Qty
Ply
A0012856
WPRHTFA
CO2
HIP CAT
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 0.12U s Nov 12 2011 Print: 6.120 S Nov 12 ZU1 I Evil I eK industries, inc. I ue May z2 14:4U:UZ ZILIM i--age i
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-lkOl7QsrqHP4gI Odkn?ZSrSZh8t?wvw8y7QDjQzDwzx
2�%O 16-0-0 1 24-10-0 2 1 �3-11 0 0 13Y5_1%01
9-0- 7-0-0 i T N2 _9
2 4-6-4 T3 102 1 8-10-0 4-� 4 -4
r-q 11
Dead Load Defl. = 3/16 in
3x8 1.5x4 11 5x8 3x6 1.5X4 11 3x8 -z�,
3x4 =
9-0-0
:16-0-0
24-10-0
33-1-8
3g-11-0
9-0-0
7-0-0
i
8-10-0
8-3-8
_8_
-8
Plate Offsets (X,Y)—
[2:0-2-9,0-1-81, [6:0-5-12,Edgel,
[6:0-2-4,0-1-81,-[11:0-4-0,0-3-01
LOADING (psf)
SPACING- 2-0-0
C S1.
DEFL.
in (loc)
I/defl
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.70
Vert(I-L)
-0.30 9-11
>703
360
MT20
244/190
TCDL 28.0
Lumber DOL 1.25
BC 0.97
Vert(TL)
-0.41 12-15
>463
240
BCLL 0.0
Rep Stress Incr YES
%�B 0.55
Horz(TL)
0.04 6
n/a
n/a
BCDL 7.0
Code FBC2014fFP12007
M atrix-MS
Weight: 174 lb
FT = 10%
LIJIMBER-
TOP CHORD 2x4 SP M 30 'Except-
T2: 2x6 SP No.2
BOT CHORD 2x4 SP M 30 *Except*
B11: 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
SLIDER
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-7-2 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at micipt 3-11,5-11
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 0-8-0 except at=length)
6=11-0-0, 6=1-0-0.
(lb) - Max Horz
2= 136(LC 11)
Max Uplift
All uplift 100 lb or less at joint(s)
except 2=-412(LC 12), 11 =-669(LC 9).
6=-463(LC 13)
Max Grav
All reactions 250 lb or less at joint(s)
except 2=1 047(LC 1), 1 1=1900(LC 1),
6=1 152(LC 24), 6=1 146(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-904/668, 3-4=-122/360,
4-5=-1 22/360, 5-6=-1 150/849
BOTCHORD
2-22=-243/632, 12-22=-2431632,
12-23=-244/628, 11-23=-244/628,
11 -24=-405/867, 10-24=-405/867,
9-10=-405/867, 9-25=4051872,
8-25=405/872, 6-8=-4551720,
, 12-22=-243/632,
8, 11-23=-244/628,
7,10-24=-405/867,
,9-25=-405/872,
, 6-8=-4551720,
17, 3-11 =-884/523,
0/692, 5-11 =-1 063/639,
roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=l 70mph (3-second gust)
Vasd=!132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. lir Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and CLC Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed; porch right
expos6d;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
pondiAg.
4) ThiEi truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearling plate capable of withstanding 412 lb uplift at
joint 2,1669 lb uplift at joint I I and 463 lb uplift at joint
6.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
ft"! -rant n*'01 item. Ot *I- MOT ifffifs rsill Ell, OEM lily.s t M314101(s "UsTatiftVir, -COWLEMI, Its..
Anthony T. Tombo 111, P.E.
id 01:1 4 fi";rsxlf!*f 11�41 W W!14 IXlIWf.;u&.J TkL Th"poll sf�. U-Jud ol Wisitil rif Toss, ix',�ucj Wal, wqtj im-Maal Itisr-4 SO it N R!pAil-ye. 180083
49 Wts A 14.15! TV .04 11.&OW Oft, lf.lcq(up 4451 it. L.,lL elvd,
1,10110ttsivskil. lit Tuss Dn4v fritm is 0i lit ImIliq DI 'ins Splw f':!stvs'l W W4.1. - For, Pierce, FIL 34946
Zh (cpyrifih) 01 2016A-1 Roof husse; -ArAnyl. Immism III, P'f. Repick.lion of Ilsis dof.mtnt� in any fs�im, is poilibiled w'111001 lbst -141to Felmission from A-1 Roof husses - AnIII Tombo 01, 11
WPRHTFA ICA I- 1- 11 A001'2857
ICORNERJACK 1 8
FIL 34946, design@altruss.com Run: 8.120 Is Nov 12 201 Print: 8.120 s No VTY2'0'-1'7-'M'iTek Industries, Inc. Tu
ID:UMNtX8MFQzqGeYlmYwnqyHzGc8X-h7WVY6t6LvfnwL9OrBi
-2-0-0 0-11-11
2-0-0 0-11-11
LOADING (PS9
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.57
Vert(I-L)
-0.00
7
>999
360
TCDL 28.0
Lumber DOL
1.25
BC 0Al
Vert(TL)
0.00
7
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.60
Horz(TL)
0.00
4
n/a
n/a
BCDL 7.0
Code FBC2014[rPI2007
Matrix -MP
I
LUIVIBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-11-11 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that ilizers and req�ire�
cross bracing be installed during truss erect
accordance with Stabilizer Installation guide
REACTIONS. (lb/size)
3
47/Mechanical
2
426/0-8-0 (min. 0-1-8)
4
-87/Mechanical
Max Horz
2
90(LC 12)
Max Uplift
3
-47(LC 1)
2
-196(LC 12)
4
-87(LC 1)
Max Grav
3
28(LC 8)
2
426(LC 1)
4
52(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=l 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Part. Encl., GCpi=0.55; MWFRS
(envelope) and C-C Exterior(2) zone; cantilever left and
right exposed ; end vertical left exposed; porch left
qxposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to gMer(s) for truss to truss connections.
5) Provide m elchanical connection (by others) of truss
to bearing plal te capable of withstanding 47 lb uplift at
joint 3, 196 lb uplift at joint 2 and 87 lb uplift at joint 4.
1
LOAD CASE(S)
Standard
9
22 14:40:04 2018 Pagel
PLATES GRIP
MT20 2441190
Weight: 6 lb FT = 10%
ys,,, i,�dt here Jamil rsartal drs " bifluls Jnp 3�.hq tire, 0 Or Idisirl Twh9l" EL Id"Me Strel Wire Isf, Oei" ft.tse IIIIII .0000'.�
Ulk—sil., 00-11 Asllh.slffir bTID 13 be volt As. Tins hilp FlPw[i-fi. S;e*lfftt [Intes0i,11? S-0 1. uYIDDripsnesis n oisipence a tk Is, I !tail Of I!Sftlross &p Anthony T. Tombo III, P.E.
Th "If d fit Meal q Win, ff;1'T"SS. w,fi. W.4 mp,
Afl WIIIII.1 IS W(rhifiepeoSeessid k1fig(terAer S.Tor [frmer."UT, I'Mishid sy 14 111 Stu und"I"'J tlpmswpks� IN etddsom IT islirs, D'sopff'Ims ass P b1mereal IRIS V-N'siar,. r 80083
d"Ist Joh,ed bye (dral.pd.pti 4 .0,1 by dlyinss inilni asy 1 4451 St. Lucie Blvd.
Fort Pierce, FL 34946
(opyrigbf (D 2016 A-1 Roolliusses-Ainhomyl.lombo 111, P.E. Reproducroo of1his i1olumeni, in any hron,is probibild without the wfirrea pennission harnA-1 Roof Tiesses - Anthonyl. Tombis 111, P.L
Job
Tru s
Truss Type
ty
WPRHTFA
CJ3
CORNERJ XCK
�Q
16
Fy 1
A0012858
�
i
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:05 2018 Page 1
i ID:uMNtX8MFQzqGeYlmYwnqyHzGcBX-gJ4flSuk6CneyvkCPvYG4T46OM607—pae5fuKlzDwzu
2-0-0 2-8-q 211- 1
_0_0 3 -3-8
—2 2-8- to
9
L6
hHo
2-11-11
2-3-11
LOADING (pso
SPACING-
2-0-0
CISL
DEFL.
in (loc)
I/defi
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.57
Vert(LL)
-0.01 4-7
>999
360
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
BC 0.16
Vert(CT)
-0.02 4-7
>999
240
BCLL 0.0
Rep Stress Incr
YES
B 0.00
Horz(CT)
-0.00 3
n/a
n/a
BCDL 7.0
Code FBC2017/TP12014
.
Matrix -MP
I
Weight: 13 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-11 -11 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
3
87/Mechanical
4
12/Mechanical
2
408/0-8-0 (min. 0-1-8)
M9'x Horz
2
138(LC 12)
Max Uplift
3
-62(LC 12)
4'
-44(LC 9)
2
-166(LC 8)
Max Grav
3
87(LC 1)
4
214(LC 27)
2
446(LC 23)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=l 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as per
ANS11TPI 1.
3) Gable studs spaced at 2-0-0 oc.
1
4) This truss has been designed for a 10.0 psf bottom
chordlive load nonconcurrent with any other live
loadsi,
5) * This truss has been designed for a live load of
20.Op�lf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 62 lb uplift at
joint 3 1 , 44 lb uplift at joint 4 and 166 lb uplift at joint 2.
8) Thi� truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent,A(ith any other live loads.
LOAD CASE(S)
Stan.dard
1111al1w 6, d,spulth Ike 10.1p,delM.' h imp scidiley Anthony T. Tombo III, P.E.
K.I.Ae,"W01kTD0W.k'Wi r 80083
445�1,5t. Lucie Blvd.
Fort Pierce, FL 34946
Copyrri.6 D 2316A-1 loolhosses-AnIhonyT. Tornbc III, P.I. Reprodudion afthis i0aurnfret, in any icrae, is probibiled wifheW The wfi"en ptinnission from A-] RaofTiesses - Anehany L Tomb 111, P.L
Job
Truss
Truss Type
Qty
Ply
WPRHTFA
CJ5
CORNERJACK
16
1
A0012859
A4 0 f
Job Reference (optional)
o liusses, it lerce,ru �94u,uesiyri�uvaitruss.curn Run:8.120s Nov i22017 Print: 8.120s Nov 12 2017 MiTek Industries, Inc. TueMay2214:40:072018 Pagel
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-5hCeA8w_eqlMnoubWKbk9u9RO9mtbuJt5PE—PezDwzs
-2-0-0 4-11-11
2_0_0 4-11-11
C�
CN
LOADING (psf)
TCLL 20.0
TCDL 28.0
BCLL 0.0
BCDL 7.0
SPACING- 2-M
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2014frPI2007
CS1.
TC 0.64
BC 0.29
WB 0.00
Matrix-M I P
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
-0.00
(loc)
4-5
4-5
3
I/defi
>999
>999
n/a
Ud
360
240
n/a
PLATES GRIP
MT20 244/190
Weight: 19 lb FT 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
LOAD CASE(S)
TOPCHORD
Standard
Structural wood sheathing directlyapplied or4-11-11 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings Mechanical except at=length)
2=1-0-0, 5=0-3-8.
(lb) - Max Horz
2= 265(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s)
2 except 3=-1 68(LC 12), 5=-327(LC 12)
Max Grav
All reactions 250 lb or less at joint(s)
3, 2, 4 except 5=427(LC 19)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
whenshown.
NOTES-
1) Wind: ASCE 7-10; Vult=l 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Part. Encl., GCpi=0.55; MWFRS
(envelope) and C-C Exterior(2) zone; cantilever left and
right exposed ; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2'0-0 wide will fit between the
bottom chord and any other-mem-ber,S
4� Refertio girder(s) for truss to truss �onnections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 2 except Gt=lb) 3=1 68, 5=327.
tim; - Part 5=0!1 1'r" �t'A.:Ilc,.Iflluzfs,51!Er"�,'X[BiiNSZ{ONDMOISL",TCU,!*Iuqrjltuotaum-Nrfitm , te Mid,,
Anthony T. Tombo 111, P.E.
W nto MI T"aslif dibt awev., fit um"s I-AMIdgul hi Wfn altir R(At Kad1bi [KilbrMfq uir WIN. Tri qpyil 0 MODW a.f.fidim0th If -it, Wal skill bin! 80083
On.i. 10ody. (n4.1'VWq.1t el"s lmki olumat.sidetNIM. 4451 St. Lucie Blvd.
'WA.jA9#!o1L Fort Pierce, FIL 34946
Zt (Ojrytiohg� 2016 Al Real trusses - Anthony. L Tembo HL U lepodanian at ibis domment. in coy [aim, is Prohibited wilhoul 11re w1inen permission from A I lonl Trusses - Whiny 1. Tembo III, P.L
Job
s
Truss Type
Qty
Ply
A0012860
WPRHTFA
CR
CORNERJACK
1
1
I
Job Reference (optional)
Al Poof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:08 2018 Page 1
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-ZumOOUwcP79DPyTn4l6zi6ibXZ?gKLZOK3tYx4zDwzj
-2-0-0 6-11-11
2-0-0 6-11-11
3
_H Dead Load Defl. = 3/16 in
6.00 F1_2
9
mt
LOADING (psf)
SPACING- 2-0-0
C'SI.
DEFL. in (loc) I/clefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
fC 0.61
Vert(LL) 0.18 4-7 >455
360
MT20 244/190
TCDL 28.0
Lumber DOL 1.25
BC 0.70
Vert(TL) -0.31 4-7 >266
240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) 0.01 3 n/a
n/a
BCDL 7.0
Code FBC2014/TPI2007
l6trix-AS
Weight: 25 lb FT 10%
LUIVIBER-
TOP CHORD 2x4 SP M 30
design 7/16"
BOTCHORD 2x4 SP No.2
6) This truss requires that a minimum of
structural wood sheathing be applied directly to the top
BRACING-
I
chord and 1/2" gypsum sheetrock be applied directly to
TOPCHORD
the blottom chord.
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied.
LOAD CASE(S)
MiTek recommends that Stabilizers and required
Sta n1dard
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
I
REACTIONS. (lb/size)
3
283/Mechanir-al
2
592/0-8-0 (min. 0-1-8)
4
71/Mechanical
Max Horz
2 . =
262(LC 12)
Max Uplift
3
-192(LC 12)
2
-186(LC 12)
MNx Grav
3
283(LC 1)
2
592(LC 1)
4
115(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 Ill uplift at
joint(s) except at=lb) 3=1 92, 2=1 86.
"'ain - Nast 4-114y Tim A 1i'A#kqT.h'ob0 0110,
AnTO—ou sasilh sdWitt DD 1. it 41 Asa TAs h0j. booee(ia, Spollty .11 .1 uy PD11F1.191 .1 anat"'"t d 6, palmhoid upmqq 'I'lu"Iff1rar Is, W. e. Ist s4tPtss ftpmi ."a, ;D,dyr WoUll. N Amp ti—plital, Wgini'm W1,111
Anthony T. Tombo III, P.E.
-s' the-6 Oved gel 161liq D.ijot!, . 6, .e.st d Its 1K, tat K W tit S,,A 1,*i,j It aci K1. Thai; C at & IDD .1 k1i 00 3
Is
TktTr,stTaEji 510 ft, W 'fol C,n�.'.' Trass Syr.!. Elim V. aaf taton ON 1. 4451 �t.81_uctie Blvd.
(olsysighl CQ 2016 A-1 Roof husses - AnihonyT. Tombo Ill, P.E. Rapdudi(A OfthiS dDannent, in any fiotas, is pohibiled without the wrinen pernsission hom U Reoffrusses -Anthony I. Tombo 111, P.L Fort Pierce, FL 34946
Job
T ss
Truss Type
Qty
Ply
WPRHTFA
CRA
CORNERJACK
I
A0012861
Job Reference (optional)
u v, u— Us lOw
r-,un: s ijov iz zui / t-nnt: tJ.1ZU S NOV iz zui t mi I eK Industries, Inc. Tue May 22 14:40:08 2018 Page I
ID:uMNtX8MFQzqGeY[mYwnqyHzGc8X-ZumOOUwcP79DPyTn4l6zi6iauZIMKLZOK-StYx4zDwzI
6-11-11
6-11-11
C;
4x4 =
9
3
Dead Load Defl. = 1/4 in
9
I? A
M
LOADING (psf)
SPACING-
2-0-0
CS1.
I
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC
0.65
Vert(LL)
0.22
3-6
>384
360
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
BC
0.53
Vert(TL)
-0.31
3-6
>268
240
BCLL 0.0
Rep Stress Incr
YES
WB
o.6o
Horz(TL)
0.01
2
n/a
n/a
BCDL 7.0
Code FBC2014/TP12007
Matrix -AS
Weight: 22 lb FT = 10%
LUMBER -
TOP CHORD 2X4 SP M 30
BOT CHORD 2x4 SP M 30
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss; erection, in
accordance with Stabilizer Installation id,
REACTIONS. (lb/size)
1
380/0-8-0 (min. 0-1-8)
2
293/Mechanical
3
88/Mechanical
Max Horz
1
214(LC 12)
Max Uplift
1
-96(LC 12)
2
-196(LC 12)
3
-9(LC 12)
Max Grav
I
380(LC 1)
2
293(LC 1)
3
126(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
whenshown.
NOTES-
1) Wind: ASCE 7-10; Vult=1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 3 except Ot=lb) 2=196.
6) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and '/2" 1 gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
Tlosswwss, Odd sti,712,41i
Anthony T. Tombo 111, P.E.
md'st a WIT"50'r "1161610 is (I.u, W&I III. lk,,jps!dtk, TOD aiuy
z 80083
P v7rvsssw�m All 4451 St. Lucie Blvd.
oll Fort Pierce, I'L 34946
21 (opyrighl 0 2016 A-1 Roof hosses- AmhonyL Tombis 111, PA. Reproducrion of this dowment, in any form, is pinhiorled withmal The wriflen permission h@mA-1 RoafTiosses - ArthmnyL Tombo 111, 1`1
Job
Tru s
Truss Type
Q ty
ply
A0012862
WPRHT FA
CJ7B
Corner Jack
1
�
Job Reference (optional)
Al Root Trusses, Fort Fierce, t-L J4U4b, Gesign(c_vaitruss.com i mun: ct. i /u s 1NUV 1 Z ZU 1 1 M 19 It. 0. 1 4V b 1NUV .. ... ..' .— — �y
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-14JObqxFAR14062zeldCEJFnPzOr3ooAZjd5TWzDwzq
-2-0-0 6-8-3
�_0_0 6-8-3
c:s C6
c')
6-7-7
6-7-7
Dead Load Dell. = 3/16 in
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/defi
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.54
Vert(LL)
-0.15
4-7
>531
360
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
bC 0.51
Vert(TL)
-0.31
4-7
>259
240
BCLL 0.0
Rep Stress Incr
YES
0.00
Horz(TL)
0.01
3
n/a
n/a
BCDL 7.0
Code FBC2014frP]2007
�atrlx-AS
Weight: 24 lb FT = 10%
LUMBER -
TOP CHORD 2X4 SP M 30
BOT CHORD 2X4 SP M 30
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3
265/Mechanical
2
577/6-8-3 (min. 0-1-8)
4
72/Mechanical
Max Horz
2 . =
253(LC 12)
Max Uplift
3
-180(LC 12)
2
-182(LC 12)
4-
-3(LC 12)
Max Grav
3
265(LC 1)
2
577(LC 1)
4
258(LC 27)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult--1 70mph'(3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
�) � This truss has been designed for a live load of
20.Opsf on the bottom Chord in'all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss. connections.
I
Ei) F, ovide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint�s) 4 except OtAb) 3=1 80, 2=1 82.
6) This truss has been designed for a moving
concentrated load of 200.0lb live located at all mid
pand I Is and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
7) Thi truss design requires that a minimum of 7/16"
strud I tural wood sheathing be applied directly to the top
chor8 and %" gypsum sheetrock be applied directly to
the 6ottorn chord.
LOAD CASE(S)
Standard
Anthony T. Tonituo III, P.E.
-_4 rtrpov�r!aj of W civo, 6, Qvie's prind qW., *� Win 0"IM, ji 6. [woo 4 b 1101 rK ad Itt kal Wj.; ,at W IN-1. To "?",at 0 i'M rd at fifli.it 0 tit Ims, ixb�.j W.1, stvfp� kWilmt ca lu.iti'l 11,01 tt, As arp'unIm 180083
4451 i L.cie Bl,d.
rh 1*1 fit Whiq Q�iiiitrxrms Splits Eq*'urit"1146fl. B, upitthil Ins Vt is id"i is 141.
'M Fort Pierce, FL 34946
Zt (opyrigbil; fOi6 Al Roof Trusses - Anthany L Torok 111, P1, Repmduciou of Ns dotureent. in icy form, is plobibittt! without the w0ten permission frours A-1 kool Itusses - Aolhony L Torebut III, P.L
Job
Truss
Truss Type
Qty
Ply
WPRHTFA
D01 G
ROOF SPECIAL GIRDER
1
2Job
A0012863
Al P^nfTn.-- r�" D;
— M �An— A-7— --41 ----
-- —
Reference (optional)
d
z zu i i rrun: 6. i20 s Nov iz zul f mi I eK Industries, Inc. Tue May 22 14:40:12 2018 Page I
ID:uMNtX8MFQzqGeY[mYwnqyHzGc8X-Sf?XDrz7TMgftZnYJtAvsytEmAMqGxEcf.1,4ri4rzDwzr
-2-0-1 23-"
�.o 6�14 131514 1T38-.14 T11-2 2
11_3 YT7,
4
0-1-4
5x6 7x� = Dead Load Defl. 5/16 1.
5x8 -5-
7x10 MT20HS:-- 7x10 IMAT20H 7 - Z
4x6
2
5
6.00 F1 —2 T:2
3x4 20
3
IV(
W2
-j 27 16 28 15 29 30 31 14 32 33 34 13 35 12 3637 11 38 39 4010
26
4x8 2x4 11 3x4 7x10 MT20HS-- j 4x6 8x8 = 10x14 3x8 MT20HS I I
T
64-14 10: 14
1
1
16 2�:2
1;8 2 154
23-&0
I
2�§l 172
-11-3 5-�15
�3�
8�4
1
5 _8 _11
I � 1
4 —2T 12
0
Plate Offsets (X,Y)--
[2:0-4-0,0-1-15], [4:0-1-8,13-2-01,
[7:0-2-4,0-2-0], L9:0-3-12,0-2-0], [10:0-4-12,0-1-81, [12:0-2-12,0-4-12L[14:0-4-12,0-4-81 0-1-4
LOADING (psf)
SPACING- 2-1-8
CSI.
DEFL.
in
(loc)
I/defi Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.79
Vert(LL)
0.31
13
>886 360
MT20
244/190
TCDL 28.0
Lumber DOL 1.25
BC 0.7�
Vert(CT)
-0.51
13
>546 240
MT20HS
187/143
BCLL 0.0
Rep Stress Iner NO
WB 0.9�
Horz(CT)
0.09
10
n/a n/a
BCDL 7.0
Code FBC2017frP[2014
Matrix -MS
Weight:372lb
FT=10%
LUMBER-
TOPCHORD 2x4 SP M 30 *Except*
TI: 2x4 SP No.2
BOTCHORD 2x6 SP 240OF 2.OE
WEBS 2x4 SP No.3 *Except*
W4,W7:2x4 SP No.2
W8,W6:2x6 SP No.2
W9: 2x4 SP 240OF 2.OE
W10: 2x8 SP No.2
BRACING-
TOPCHORD
2-0-0 oc purfins (3-0-5 max.)
(Switched from sheeted: Spacing > 2-0-0).
BOTCHORD
Rigid ceiling directly applied or 7-11-7 oc bracing.
WEBS
1 Row at midpt 7-11
REACTIONS. (lb/size)
2
5432/0-8-0 (min. 0-2-4)
10
13409/Mechanical
Max Horz
2
411 (LC 8)
Max Uplift
2
-2499(LC 8)
10
-5700(LC 8)
Max Grav
2
5432(LC 1)
10
13409(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1 0963/5092, 3-4=-1 1021/5185,
4-19=-14029/6424,19-20=-14029/6424,
5-20=-14029/6424, 5-21=-1723517650,
6-21=-17235/7650, 6-22=-14815/6477,
7-22=-14745/6469, 7-23=-10082/4340,
8-23=-10008/4348, 8-24�918314002,
24-25=-9,183/4002, 9-25�9183/4002
B.OT CHORD
2-26=-482Ci/9723,-2-27=-4837/9756,
16-27=4�37/9756,16-,28=-4837/9756,
15-28=-4837/9756, 15-29=-4844/9839,
29-30=4844/9839, 30-31 =-4844/9839,
14-31 =-4844/9839, 14-32=-6608/141 10,
Continued on page 2
BOTCHORDI
2-26=-4820/9723, 2-27=-4837/9756,
16-27=-4837/6756, 16-28=-4837/9756,
15-28=-4837/9756, 15-29=-4844/9839,
29-30=-4844/9839, 30-31=-4844/9839,
14-31 =-4844/9839, 14-32=-6608/141 10,
32-33=6608/14110, 33-34=-6608/141 10,
13-34=-6608/14110,13-35=-7835/17331,
12-35=-7835/17331, 12-36=-5904/13222,
36-37=-5904/13222, 11-37=-5904/13222
WEBS
3-16=-337/205, 3-15=-427/441,
4-15=-347/1303, 4-14=-2355/5590,
5-14=-3539/1552, 5-13=-1680/4217,
6-13=-2082/853, 6-12=-6477/2965,
8-11 =-I 578/3839, 9-11 =-6169/14154,
7-12�5264/11344, 9-1 0=-1 1243/4984,
7-11 =-I 0360/4854
NOTES-
1) 2-ply truss to be connected together with 1 Od
(0. 1 31"x3") nails as follows:
Top chords connected as follows: 2x4 - I row at 0-7-0
oc.
Bottom chords connected as follows: 2x6 - 3 rows
staggered at 0-2-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc,
2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows
staggered at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
(B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered
for this design.
4) Wind: ASCE 7-10; Vult=1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=4.2psf- h=25ft-
Cat. 11- ' Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left.and right exposed ; end vertical left
exposed; Lumber boL=1.60 pla.te grip DOL=1.60
5) Provide adequate drainage to prevent water
pohdiqg.
6) All plates are MT20 plates unless otherwise
indicated.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
8) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at=lb) 2=2499, 1 0=5700.
11) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
12) Graphical purlin representation does not depict the
size or the orientation of the purfin along the top aAd/or
bottom chord.
13) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 236
b down and 230 lb up at 6-4-14,197 lb down and 187
b up at 7-0-12, 197 lb down and 187 lb up at 9-0-12,
202 lb down and 177 lb up at 10-9-4, 118 lb down and
1101bupat 14-10-12,491bdownand48[bupat
16-10-12,189 lb down and 180 lb up at 18-10-12, and
189 lb down and 180 lb up at 20-10-12, and 187 lb
down and 186 lb up at 23-1-2 on top chord, and 554
;b down and 209 lb up at 6-4-14, 240 lb down and 17
b up at 7-0-12, 240 lb down and 17 lb up at 9-0-12,
271 lb down and 35 lb up at 10-9-4, 394 lb down and
141 lb up at 12-9-4, 335 lb down and 74 lb up at
14-10-12, 8184 lb down and 3701 lb up at 16-5-9, 391
lb down and 154 lb up at 16-10-12,1782 lb down and
620 lb up at 18-7-4, 282 lb down and 65 lb up at
18- 1 10-12,1711 lb down and 596 lb up at 20-7-4, 282
lb down and 55 lb up at 20-10-12, and 1711 lb down
and 595 lb up at 22-7-4, and 285 lb down and 52 lb
up at 23-1-2 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others.
LOAD, CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
ft"N tit% 10f HUSSESIfil r"t
Wntel ril Itns In .1 cw'fin 6#w's 51�w' M" tw'efl. At [Ktsf KnWx�l 011'ro; uffol 1114. TM W044 P1 f4intff th Ifni, Ww')WIal, sid it P? rupon(bl"I 0. Anthony T. Tombo 111, P.E.
H ab Wfq (6pne sea! WIN W WA 0"d—W. twml piL� 180083
4451 St. Lucie Blvd.
Zt (opyiighj 0 2016 A-1 Roof [fusses -Antimay T. lembo III, F1 Rtiuckfjon of this datental, in any foun, is pohibited fu . i1bul ifie tuitten Feimission Item A-1 Roo] Ti I usses Fort Pierce, FL 34946
Job
Tru s
Truss Type
Q ty
ply
:
A0012863
WPRHTFA
D01G
�
ROOF SP�.CIAL GIRDER
�
1
2
� Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com
LOAD CASE(S)
Standard
rJniform Loads (plo
Vert: 1-4=-102, 4-6=-102, 6-8=-102, 8-9=-102,
2-10=-15
Concentrated Loads (1b)
'Vert: 4�85(B) 15=-1 92(13) 12=-8184(F) I I =-I 782(F)
9=-1 75(B) I 0�1 22(B) 19=-1 51 (B) 20=-1 51 (B)
21=-153(B) 22=-59(B) 24=-143(B) 25=-143(B)
29�53(B) 31=-53(B) 32=-75(B) 34=-257(B)
35�205(B) 36�3011 (B) 38=-1 19(13) 39=-1 830(F=-1 711
, B=-1 19) 40�1 711 (F)
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:12 2018 Page 2
ID:uMNtX8MFQzqGeYlmYwnqyHzGcBX-Sf?XDrz7TMgftZnYJtAvsytEmAMqGxEcFhri4rzDwzr
www" An" I fieldof I. Utiessaleal ul#-haAtTD9,%1T
F'ossWilmdW ft. TID Is hnhd. U a n ft,esTwsbp:A!h, At TDDulTf Arr IN. The Anthony T. Tombo III, P.E.
Th q;.,tl dfi, TOD A k-figi m d WT.qr,bd,6qlrmU.T m-W. i.stifffi. d bnag AaHh 1�' nipuld.14Y.1 v 80083
At "I'a 2s' IN .1, w .1 � WDO Wfi, paluts (.r,.,o Way Tn WSICA—d—WArr V-!p:fszt� TPA 4451 St. Lucie Blvd.
.1m,1941dif (ateds;rfelk s 40. h1hr Fort Pierce, FL 34946
zi Copl7ijhl CQ 2016 A-] Root Trusses - Anflionryl. Tombo Ill, P.I. Ropmdu dion ofthis dotument, inlony hous, is probillifed without the wriffea permission from A -1 Roof Trusses - Anthony L Tornho Ill, P.L
I
Job
Truss
Trus Type
Qty
Ply
WPRHTFA
F01 G
JACK -CLOSED GIRDER
1
1
A0012864
Job Reference (optional)
�i �Uui "Ubbtsb, rUlL 1-ItUtots, rL 04Z14tD, UU51Y1l((_Va I LYU55.WM
Run: 8.12U s Nov 12 2U17 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:13 2018 Page 1
ID:uMNtX8MFQzqGeY[mYwnqyHzGc8X-wrZvRB-]EgoWVjL]tai8P9PWqaml?UflULWJcHzDwzm
3-7-8 -0-0
3-7-8 Z3:4-8
1.5x4 11
2x4 = 3x6 11 3x6 =
3-
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/clefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.32
Vert(LL)
-0.03
4-5
>999
360
MT20 2441190
TCDL 28.0
Lumber DOL
1.25
BC 0.49
Vert(TL)
-0.08
4-5
>999
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.�6
Horz(TL)
0.01
4
n/a
n/a
BCDL 7.0
Code FBC2014fTP12007
Matrix-M P,
Weight: 34 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP 240OF 2.OE
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-6 . -0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation ouide.
REACTIONS. (lb/size)
1
910/0-8-0 (min. 0-1-8)
4
1238/Mechanical
Max Horz
1
213(LC 8)
Max Uplift
1
-244(LC 8)
4
-442(LC 8)
Max Grav
I
1003(LC 19)
4
1349(LC 25)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-2=-1509/351
BOTCHORD
1-9=-466/1338, 5-9=-466/1338,
5-1 0=-466/1338, 10-11 =-466/1338,
11 -1 2=A66/1338, 4-12=-466/1338
WEBS
2-5=-235/1200, 24=-1542/538
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=4.2psf; h=25ft;
.Cat. 11;.Exp C; Encl., GCpi=0,18; MWFRS�(envelope);
cantilever left and right exposed.; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with.any other live loads.
3) * This truss I has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6- , 0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to giraer(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except ot--lb) 1 =244, 4=442.
6) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
it with any other live loads.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 490
lb down and 135 lb up at 2-2-12, and 490 lb down and
135 lb up at 4-2-12, and 493 lb down and 132 lb up at
6-2-12 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber inerease=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-96, 4-6=-14
Concentrated Loads (lb)
Vert: 9=464(B) 10=464(B) 12=-466(B)
Ito," -Fmt ul"I"111011. N 11 lof -arlif"I HIM I on Ishelillfirom
tm'.( I M. all
Will -'a, line, skill I,rqS46PtlV 1. itteit Anthony f. Tombo IT-, P.E.
O'Ka., fit Not% aund slid tr I, lit. 401C.4 it I.Amlialdi at Y14 1,
1. 1 tilne IN, lar .1 In wit,
4451 St. Lucie Blvd.
For, Pierce, FL 34946
Zh (olly.i9blCi 2011 A-11 Roof Trusses - Anthony L Tomb III, P1 Repioduritin of ffis dorumtol, in any form, is FlobibitEd wilhoul lht visirtan Felinisske hern A I Roof Trusses Anibany 1. litunba III, F.I.
Job
Tru s
Truss Type I
Qty
Ply
A0012865
WPRHTFA
G01
MONICIPITCH
1
1
Job Reference (optional)
Al f�cof Trusses, Fort Pierce, FIL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:13 2018 Page 1
ID:uMNtX8MFQzqGeYlmYwnqyHzGG8X-wrZvRB—iEgoWVjL[tai8P9PT?akg?YWIULbJcHzDwzm
�2-0-00 1 N:! 1 i 10 0 1
_0_ 3-6-11 � N
1.5x4 11
C�
Cli
1
1
11-9HO
6-10-0
5-10-0
LOADING(psf)
SPACING-
2-0-0
1
CS1.
DEFL.
in
(loc)
I/clefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC
0.57
Vert(LL)
-0.10
5-6
>729
360
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
IBC
0.61
Vert(TL)
-0.13
5-6
>534
240
BCLL 0.0
Rep Stress Incr
YES
WB
0.21
Horz(TL)
0.01
5
n/a
n/a
BCDL 7.0
Code FBC2014/TP12007
IMatrix-MIP
Weight: 35 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SIP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 7-5-6 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2
528/1-0-0 (min. 0-1-8)
5
333/0-8-0 (min. 0-1-8)
6
6010-3-8 (min. 0-1-8)
Max Horz
2
343(LC 12)
Max Uplift
2-
-266(LC 12)
5
-298(LC 12)
Max Grav
2
528(LC 1)
5
407(LC 29)
6
466(LC 25)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
whenshown.
TOPCHORD
2-3=-426/287
BOTCHORD
2-6=-625/499, 6-10=-625/499,
5-1 0=-625/499
WEBS
3-5=-5641706
NOTES -
I
1) Wind: ASCE 7-10; Vult--170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
Cad 1 11; Exp C; Part. Encl., GCpi=0.55; MWFRS
(envelope) and C-C Exterior(2) zone; cantilever left
and1right exposed ; end vertical left exposed; porch
left 6xposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chor'd live load nonconcurrent with any other live
loads.
3) *jThis truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
4) �rovicle mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joini(s) except Ot=lb) 2=266, 5=298.
5) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
non ; concurrent with any other live loads.
LOAD CASE(S)
Standard
Oil . ..... Anthony T. Tornbo 111, P.E.
'limilwOms I.[ y N2.04h0v'lPo.Wj d5l owwjuim's Aoh'ad oj"J"Sllb; mi,'�J' N wir, 91h KAI lKodt"Iml mlfq zat W 1111. slow
1 80083
Allw'-1 . W I'm W N Pm's .1 S41-.i (u) 0 Jig! K'no.(Vil]�r&4W V in .1 SIZA or, l& ... 4451 i Lucie Blvd.
clu.:!,Io.i.11,�IC,4.19�aq"it�:;kgtl,e,Wi,sh.l!d. I For-, Pierce, FL 34946
zt loppight Q 2016A-1 Root Trnises -irfhoflyT.Tomba III, KE. Stp,cliuclion of ft duument, in any form, ii Flohibittil wilhul Ihe .1i"en Felmissiop, Ifoln A-11 Roal flusses - AnIfiany T, Tomb III, P.E.
I
WPRHTFA I HJ3
Truss
Diagonal Hip Girder
A0012867
Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:14 2018 Page'l
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-027HeX?N?zwN7twxRIDNxNyeaLCpk22vi, Ks8kzDwz
-2-9-15 2-7-1
2-9-15 2-7-1
LOADING (psf)
SPACING- 2�O 0
CSI.
TCLL 20.0
Plate Grip DOL . �5
TC 0.51
TCDL 28.0
Lumber DOL 1.25
BC 0.08
BCLL 0.0
Rep Stress Incr NO
WB O.Ob
BCDL 7.0
Code FBC2014,rrPI2007
Matrix-M .
P,
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-7-1 oc
purfins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation ouide.
REACTIONS. (lb/size)
3
-1 14/Mechanical
2
463/2-4-5 (min. 0-1-8)
Max Horz
2
146(LC 4)
Max Uplift
3
-192(LC 19)
2
-387(LC 4)
Max Grav
3
214(LC 22)
2
463(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas wkere a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss. connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) except 6t=fb) 3--192, 2=387.
C�
--r c?
DEFL. in (loc) I/defl Ud PLATES GRIP
Vert(LL) -0.10 4 >303 360 MT20 244/190
Vert(TL) 0.11 4 >285 240
Horz(TL) -0.00 2 n/a n/a
6) Hanger(s) �r other connection device(s) shall be
provided sufficient to support concentrated load(s) 127
lb down and 170 lb up at 1-4-9, and 127 lb down and
170 lb up at I-A-9 on top chord. The design/selection
of such conne6tion device(s) is the responsibility of
others
7) In the LOAD CASE(S) section, loads applied to the
face of the trus's are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate lncrease=1.25
Uniform Loads (plf)
Vert: 1-3=-96, 4-5=-14
Concentrated Loads (lb)
Vert: 8= 1 97(F=98, B=98)
Weight: 12 lb FT = 10%
fameftl -1 tug -9ts 19S T'"s Ddph-4)(MP ealfie ".T.TvWLIH e
ny T. Tonibo H11, P.E.
fit W&I # 80083
101. 4451 St. Lucie Blvd.
Fort Pierce, FL 34946
(oppighl Vi 2016 A-1 Real hosses - Ardoay.L Torah 111, 1`1 Repreduoion of Ihis dafmatnt, in coy form, isPribibited wilhal the wtioen ptnissiou from A -I Roof Trouts - Anthony L Toraho III, U.
Job
Truss
Truss Type
Qty
Ply
A0012869
WPRHTFA
HJ7
DIAGONAL HIP GIRDER
i
Job Reference (optional)
Al i400f Trusses, Fort Pierce, FL 34946, design@al truss.corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:15 2018 Page I
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-sEhfstO?mH2DklV7 — ?kcUaVjUOTKTMj2xe4PhAzDwzk
�2-99-1155 5-1-3 i 9-5-13 ' Q-9-�5
5-1-3 4-4-10 0-328
d'
5-1-3
5-1-3
9-5-13
4-4-10
�2
3�5
8
Plate Offsets (X,Y)--
f2:0-2-2,Edgel
LOADING (psfl
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.95
Vert(LL)
-0.06
7-9
>999 360
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
BC 0.38
Z
Vert(CT)
-0.08
7-9
>999 240
BCLL 0.0
Rep Stress Incr
NO
0.61
Horz(CT)
0.01
5
n/a n/a
BCDL 7.0
Code FBC2017rrPI2014
I Mitrix-ms
Weight: 52 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-11 -0 OG
purlins.
BOTCHORD
Rigid ceiling directly applied or 7-11-11 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4
198/Mechanical
2
666/1-5-0 (min.0-1-8)
5
308/Mechanical
Max Horz
2
305(LC 4)
Mm Uplift
4
-173(LC 4)
2
-644(LC 4)
5
-383(LC 5)
Max Grav
4
198(LC 1)
2
973(LC 23)
5
605(LC 22)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-10=-14171739, 3-10=-13421738
BOTCHORD
2-12=-552/746, 2-13=-820/1313,
13-14=-820/1313, 7-14=-820/1313,
7-15=-820/1313, 6-15=-820/1313
WEBS
3-7=-1 941664, 3-6=-1 416/884
1) Wind: ASCE 7-10; VuIt--1 70mph (3-second gust)
Vas'd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exp osed; porch left exposed; Lumber DOL=1.60 plate
grip,'DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
cho I rd live load nonconcurrent with any other live
loa8s.
3) 1 This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
boAom chord and any other members.
4) �efer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
join't(s) except flt--lb) 4=1 73, 2=644, 5=383.
6) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 134
Its down and 183 Its up at 1-4-9,134 lb down and 183
lb up at 1-4-9, 75 lb down and 54 lb up at 4-2-8, 75 lb
down and 54 lb up at 4-2-8, and 179 lb down and 166
lb up at 7-0-7, and 179 lb down and 166 lb up at
7-6-7 on top chord, and 200 lb down and 55 lb up at
4-2-8, 200 lb down and 55 lb up at 4-2-8, and 72 lb
do�vn at 7-0-7, and 72 lb down at 7-0-7 on bottom
chord. The design/selection of such connection
d6ice(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1,25
Uniform Loads (plf)
Vert: 1-4=-96, 2-5=-14
!Concentrated Loads (lb)
Vert: 8=212(F=106, B=106) 11=-49(F=-24, B=-24)
14=3(F=2, B=2) 15=-3(F=-I, B=-I)
14 -A ro.oly
df 60P den 0,11, T1,15 "k UII. -t.
1 ", Anthony T. Tombo III, P.E.
.d.!tfi �n T.$ih, Y kJiiq!oL't.#WW-.f drif f4w,fi' hvips"N 6. ["m 0 it, Ifoil R(Mb In) ��Ofl'j 1E6 0114-1. 701 gjwl dIh 10 W pff"Uto 14 Tall, ww�; W11.1. shnjo' 'Imm; 0:11 it P'l wpsihl�-j 0.1 # 80083
h,q ts, 4451 St. Lucie Blvd.
4-41 Mni 1"A kj V! Rg's
Fort, Pierce, FL 34946
Zi (cpYlighl 0 2016A I Roof frasses -AnthoayL Itmise 111, 1`1 Itpidulion of ibis dotumeq. in any farm, is pohibittil wdoul Ihe widlen pumis5ioa from A-1 1001 hosses - AnIhanyl. TombD III, P.E.
Job
Truss
Truss Type
Qty --
Ply
WPRHTFA
HJ8
ROOF SPECIAL 61RDER
A0012870
All D--f� ------ --
Job Reference (optional)
Kuij.o.i.205 Nov i2 20i7 Print: mizu s Nov 1z zol t milek industries, Inc. TueMay2214:40:172018 Pagel
ID:uMNt)(8MFQzqGeYlmYwnqyHzGc8X-odoQHZlGHuix—LfW6Qm4Z?a3zB4YxJ6LPY7-Wl3zDwzj
-2-9-1.5 4-11-13 9-6-7
2_9_1 5 4-11-13 4-&10
4-11-13
3-10-5
9-6-7
4-6-10
Plate Offsets (X,Y)—
[2:0-3-1,0-1-81
LOADING (psq
SPACING-
2-0-0
CS1.
D EFL.
in
(loc)
I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
, 1.25
TC 0.95
Vert(LL)
0.05
5-6
>999 360
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
BC 0.65
Vert(TL)
-0.08
5-6
>999 240
BCLL 0.0
Rep Stress Incr
NO
WB 0A
Horz(TL)
0.02
5
n/a n/a
BCDL 7.0
Code FBC2014/TP12007
Matdx-MPI
Weight: 47 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-10-0 oc
purlins, except end verficals.
BOTCHORD
Rigid ceiling directly applied or 6-9-6 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2
88511-5-0 (min. 0-1-8)
5
794/0-10-9 (min. 0-1-8)
7
-237/0-3-8 (min. 0-1-8)
Max Horz
2
384(LC 22)
Max Uplift
2
-696(LC 4)
5
-651 (LC 4)
7
-371(LC 19)
Max Grav
2
885(LC 1)
5
840(LC 35)
7
374(LC 22)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-11 =-994/515,11-12=-907/535,
3-12=-897/537,4-5=-411/348
BOTCHORD
2-7=-713/921, 7-14=-713/921,
6-14=-713/921, 6-15=-713/921,
5-1 5=-713/921
WEBS
3-5=-9951771
NOTES-
1) Wind: ASCE 7-10; Vuft=l 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Part. Encl., GCpi=0.55; MWFRS
(envelope); cantilever left and right exposed; end
vertical left exposed; porch left exposed; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Ot=lb) 2=696, 5=651, 7=371.
5) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 171
lb down and 183 lb up at 1-4-9,171 Ib down and 183
lb up at 1-4-9, 112 lb down and 91 lb up at 4-2-8, 112
lb down and 91 lb up at 4-2-8, 251 lb down and 233 lb
up at 7-0-7, and 251 lb down and 233 lb up at 7-0-7,
and 223 lb down and 220 lb up at 9-4-11 on top chord
, and 25 lb down and 2 lb up at 4-2-8, 25 lb down and
2 lb up at 4-2-8, and 59 lb down and 35 lb up at 7-0-7
, and 59 lb down and 35 lb up at 7-0-7 on bottom
chord. The design/selection of such connection
device(s) is the responsibility of others.
6) In the LOAD CASE(S) section, loads applied to the
face of the truss'are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber lncrease=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-96, 5-8=-14
Concentrated Loads (lb+ -
Vert: 4=-200(B) 11 =212(F=l 06, B=l 06)
13=-95(F=-48, B=-48) 14=3(F=2, B=2) 15=-61(F=-30
, B=-30)
Mo od"..001T. Tool. III, PDAr"nSlottill'im.
Anthony T. Tombo III, P.E.
a solel'a 04o IN N'3 .4ftotmal'ti j'--oIofSsTA.W'&j4oj.'0 SQ� IrTn'd SKI ."W""'05q-9 P1110 Ntupooldil 4 80083
[it ros h1irtno"! Is to! lit 1016.1 Dnipux Twsphq f4ittv.1 W Wltaj. lt:tililAil�-il�,R$.,.�id�,1147m,]. 4451 St. Lucie Blvd,
For-, Pierce, Fl. 34946
zt Upy6ghl C 2016 A-1 Roof frossei - Arfloay L lomba 111, 1`1 bprodailio'n of This dotoratirf, in any (aim, is piebibiled withool Ae wtilien Ftimissior. feet A-1 Roof Trusses + AnlhonyL Toor-.bo 111, F.E.
Job
Tru s
Truss ype
Q ty
ply
A0012871
A
WPRHTF*
HJ9
Diagonal Hip Girder
I
1
�
Job Reference (optional)
Al �Z'oof Trusses, Fort Pierce, Fl- 34946, design@al truss.corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:18 2018 Page 1
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-HpMoUv2u2CQobUEig8HJ6D7D2bOLgflVdcl4HVZDWzh
-2-9-15 6-7-3 12-5-3
�F_ i -7-3 5-9-15
_9_15 6
4.24F1-2
Dead Load Defl. = 118 in
�M = 1 1— 11 tjXb =
1
1 6-7-3
5-9-15
Plate Offsets (X,Y)—
[2:0-0-9,0-0-31,[3:0-3-0,E ge]
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL.
in
(loc)
I/clefl L/d
PLATES GRIP
TCLL . 20.0
Plate Grip DOL 1.25
ITC 0.99
Vert(LL)
0.07
8-11
>999 360
MT20 244/190
TCDL 28.0
Lumber DOL 1.25
IBC 0.81
Vert(TL)
-0.18
7-8
>799 240
BCLL 0.0
Rep Stress Incr NO
IWB 0.85
Horz(TL)
0.03
7
n/a n/a
BCDL 7.0
Code FBC2014fTPI2007
I Matrix-MSH
Weight: 60 lb FT = 10%
LUMBER-
i
TOP CHORD 2x4 SP M 30 *Except*
NOTES-
T1: 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-6-8 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 5-8-10 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2
746/0-10-15 (min. 0-1-8)
7
1003/Mechanical
Max Horz
2
362(LC 4)
MnX Uplift
2
-703(LC 4)
7
-672(LC 8)
Max Grav
2
924(LC 35)
7
1003(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
whenshown.
TOP CHORD
2-12=-1338/814,12-13=-1318/818,
3-13�1 198/820, 3-14=-296/126,
4-7=404/287
BOTCHORD
2-16=-948/1176,16-17=-948/1176,
8-17=-948/1176, 8-18=-948/1174,
18-19=-948/1174, 7-19=-948/1174
WEBS
3-8=-261259, 3-7=-1 204/989
1) Wind: ASCE 7-10; Vult--170mph (3-second gust)
I
Vasd=1 32mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
I
Ca, t. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
I
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Tihis truss has been designed for a 10.0 pst' bottom
chord live load nonconcurrent with any other live
3) This truss has been designed for a live load of
20�'Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bo , ttom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5),�Provide mechanical connection (by others) of truss
to:bearing plate capable of withstanding 100 lb uplift at
10int(s) except at=lb) 2=703, 7=672.
6)� Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 134
bl down and 183 lb up at 1-4-9,134 lb down and 183
� up at 1-4-9, 75 lb down and 54 lb up at 4-2-8, 75 lb
down and 54 lb up at 4-2-8, 179 lb down and 166 lb
up at 7-0-7,179 lb down and 166 lb up at 7-0-7, and
226 lb down and 212 lb up at 9-10-6, and 221 lb down
a cl 206 lb up at 9-10-6 on top chord, and 57 lb down
n
and 107 lb up at 1-4-9, 57 lb down and 107 lb up at
IL4-9, 9 lb down and 55 lb up at 4-2-8, 9 lb down and
55 lb up at 4-2-8,12 lb down at 7-0-7,12 lb down at
7-0-7, and 78 lb down and 29 lb up at 9-10-6, and 67
16 down and 20 lb up at 9-10-6 on bottom chord. The
designiselection of such connection device(s) is the
responsibility of others.
7,) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1 .25
, Plate lncrease=1.25
Uniform Loads (plf)
Vert: 14=-96, 4-5=-56, 6-9=-14
Concentrated Loads (lb)
Standard
Vert: 12=212(F=106, B=106) 14=-49(F=-24, B=-24)
15=-304(F=-157, B=-147) 16=137(F=68, B=68)
17=3(F=2, B=2) 18=-3(F=-I, B=-1) 19=-1 19(F=-68,
B=-51)
TotIy loppmews al ml Its n Ns Too Dtsip D,"iqqPPcd*a hlm! T. Inis Went, Nil Itsm St. U�.'tis �.Uisf st.-Wh Twluly
AT11twult, Ili's 0.1 1, ISO Anthoiy T. Tombo It-, RE
W.1t0lbs Ifni hfafl�.�: d lit ow, fi. Nts"s dwrd qtd Orb W It 6, 1wer'dWI(At 19 adWKII Wr.;U4 .4110.
80083
10 Olt, Out .!'sNrDj ISs d pd." ISM 19-
4451 St. Lucie Olvd.
For', Pierce, FL 34946
Cepy6ghl V 2016 A 114of husses - ARtharty L Tomba III, P1 Reptofifflon of this dotumlnl, in any lotm, is pabibittil wilboul she ispivert Felmission Itom A-1 k0of hisses - Aflihny L leffish III, P.E.
Job
Truss
Truss Type
Qty -1
Ply
WPRHTFA
HJ68
Diagonal Hip Girder
1
1
A001
Lb
Reference (optional)
0 UeSigl ItWd 1 Ll Ubb.Wrll Run:.8.i20s Nov i2 20it Print: 8.120 s Nov iz 2ult miiek industries, Inc. TueMay2214:40:192018 Pagel
ID:uMNtX8MFQzqGeYlmYwnqyHzGcBX-I?wAhF3WpWYfDepuDroYeQfPT?qYPCfesG�dqxzDwzc
-2-9-1 5 3-10-6 8-11-15
2_9-1 5 3-10-6 5-1-9
C� M
M
3x8 ��
3-1 0:
7-5-0
8-11-15
_ 6-§6
Yj
3-6-10
1
1-6�11
LOADING (psf)l
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/defi
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC
0.95
Vert(LL)
-0.09
6-7
>999
360
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
BC
0.42
Vert(TL)
-0.15
6-7
>730
240
BCLL 0.0
Rep Stress Incr
NO
WB
0.511
Horz(TL)
-0.01
4
n/a
n/a
BCDL 7.0
Code FBC2014[TP12007
Matrix -MP I
Weight: 46 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP 240OF 2.OE
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-0-3 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4
229/Mechanical
2
507/0-10-15 (min. 0-1-8)
5
213/Mechanical
Max Horz
2
286(LC 4)
Max Uplift
4
-225(LC 8)
2
-553(LC 4)
5
-188(LC 8)
Max Grav
4
229(LC 1)
2
931 (LC 23)
5
575(LC 27)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-1597/630
BOTCHORD
2-12=-732/1502, 2-13=-72911500,
7-13=-729/1500, 7-14=-729/1500,
14-15=-729/1500,15-16=-729/1500,
6-16=-729/1500
WEBS
3-7=-223f769, 3-6=-16021778
NOTES-
1) Wind: ASCE 7-10; Vult--170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
ingle 3-6-0 fall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girde�(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at=lb) 4=225, 2=553, 5=188.
6) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 134
lb down and 183 lb up at 1-4-9,134 lb down and 183
lb up at 14-9, 75 lb down and 54 lb up at 4-2-8, 75 lb
down and 54 lb up at 4-2-8, and 179 lb down and 166
lb up at 7-0-7, and 179 lb down and 166 lb up at
7-0�7 on top chord, and 57 lb down and 107 lb up at
1-4-9, 57 lb down and 107 lb up at 1-4-9, 200 lb down
and 55 lb up at 4-2-8, 200 lb down and 55 lb up at
4-2-8, and 12 lb down at 7-0-7, and 12 lb down at
7-0-7 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate lncrease=1.25
Uniform Loads (pin
Vert: 1-4=-96, 2-5=-14
Concentrated Loads (lb)
Vert: 8=212(F=106, B=106) 9=137(F=68, B=68)
11 =-49(F=-24, B=-24) 14=3(F=2, B=2) 16=-3(F=-I,
B=-I)
it ' It I )ZHUISES"'Allalfflint TINA Mi, Issipp—si. W'H'Ais .1%lous limpl-i'lifif, so Nlenifl. sidd.sAJDlirali
W Vel)(112k,41 As d.ji'd Anthony T. Tombo 111, RE
.j's'A '�' fwfi!uy Whirs 11, rujitsililsi, d th 11-6 �Alrftdqd 4; & VA., Bull., . N C.O.A.1 1�' Kt�s "K Wth bod h4A As .1 Mi. Th oppul if Ike IDD and q Wi is, 05, Trisr'w'ilq �.fnvi'qi. Wulldi isdit.urg SHRe k, "it.Wq'i 280083
4451 St. Lucie Blvd.
All (91-a.4,11ew ut. itad i,M]. Fort Fierce, FL 34946
(opyrighl 0 2016 A-1 koof Trusses- Anilany L Tombo Ill, P.E. Reprododims of 1his dDIUME1111, in any form, is probibited Ohm the wineis permission fions A-] RoolTiusses - A11thOnYL 10alb!) Ill, P.E.
Zi "sl
Job
Truss
Truss Type
Qty
Ply
WPRHTFA
J2
Jack -Open
1
A0012872
Job Reference (optional)
A-i Koor i russes, r-on rjerce, rL .34t$40, UUblYFIM
,d I U
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:20 2018 Page 1
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-DCUYva48apgWroO5nZKnBeCfrPB48mXn5wnAMNzDwzI
1-10-8
1-10-8
4x,
6.00 [1-2 9
ll�
N 9
C�
5
4
3
3x6
i 10-8
1-10-8
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC
0.61
Vert(LL)
0.01
3-4
>999
360
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
BC
0.34
Vert(TL)
-0.01
3-4
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB
0.00
Horz(TL)
-0.06
2
n/a
n/a
BCDL 7.0
Code FBC2014/TP12007
Matrix -MR
Weight: 9 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 1-10-8 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer installation guide.
REACTIONS. (lb/size)
4
94/Mechanical
2
79/Mechanical
3
15/Mechanical
Max Horz
4
111(LC 9)
Max Uplift
4-
-6(LC 8)
2
-77(LC 12)
3
-41 (LC 9)
Max Grav
4
260(LC 24)
2
93(LC 19)
3
214(LC 25)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown. I
NOTES-
1) Wind: ASCE 7-10; Vult=1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C formsembers
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
Provide mechanical connection (by others) of truss
bearing plate capable of withstanding 100 lb uplift at
rit(s) 4, 2, 3.
This truss has been designed for a moving
ncentrated load of 200.01b live located at all mid
nels and at all panel points along the Bottom Chord,
nconcurrent with any other live loads.
LOAD CASE(S)
Standard
11-5-111y "flew lee'A I wilmsamp)-i'l(TO, W U.1...
MiTilen-rul' Anthony T. Tombo III, P.E.
lJlhTDD.A.qr91 r 80083
All.;,, 10"1.0.1111) 0A 6t 1was M1 pislus.1 it! Wd.1 trselsom Seel W!em�b.w_ I'm'Adtl TM UA sluu.-NmIla V 4451 St. Lucie Blvd.
Fort Pierce, FL -34946
Copyright 0 2016A-1 koolhosses-Anihonyl.lamba 111, P.I. Repiodarrion D1 ibis document, in any form, is pmhibiied wilheul the written peranission from A-1 Rooffrasses - Anthanyl. TWO III, F.L
Job
Truss
Truss Type
Qty
Ply
WPRHTFA
J7
JACK -OPEN
20
1
A001
A 4 .--e
Job Reference (optional)
Usses, 'erce, Run: 8.120 s Nov i2 207 Print: 8A20 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:212018 Page I
ID:uMNtXBMFQzqGeYlmYwnqyHzGc8X-hO2w6w4mL7oNSyzHLGrOkrlr-oTrtBgxJaxkuqzDwze
�2-00-00 3-54 :j8:48 �00
-54
3 3
C�
C?
.0 CD
Dead Load Defl. = 1/16 in
LOADING (psq
SPACING-
2-M
CS1.
DEFL. in
(loc)
I/defi
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.57
Vert(LL) 0.09
6-7
>799
360
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
BC 0.52
Vert(CT) -0.14
6-7
>537
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.13
Horz(CT) -0.00
5
n/a
n/a
BCOL 7.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 29 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 8-9-2 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings Mechanical except at=length)
2=1-0-0, 7=0-3-8.
(lb) - Max Horz
2= 263(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s)
5 except 4=-1 1 O(LC 12), 2=-212(LC 25),
7=-1 35(LC 12)
Max Grav
All reactions 250 lb or less at joint(s)
4 except 2=300(LC 23), 5=292(LC 31),
7=783(LC 25)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-310/62
BOTCHORD
2-7=-3511246, 7-11 =-351/246,
6-11 =-351/246
WEBS
3-6=-3161451
NOTES-
1) Wind: ASCE 7-10; Vult=l 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
.Cat. 11; Exp C; Encl., GCpi=,O.'18; MWFRS (envelope)
and. C-C Exterior(2 zone; cantilev,erleft and n - ghi
exposed'; end vertical left exposed; porch . left
exposed;C-C'for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has I been designed for a 10.0 psf bottom
chord live load nonconcurrent With any other live
loads. 1
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5 except Ot--lb) 4=1 10, 2=212, 7=1 35.
6) This truss has been designed for amoving
concentrated load, of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
WyMprymV.- at milets o ffii *,As W�4. N 4.11M 1. 11.1. Elf. lonnonot Wat m.
Is I ibhvp We 1h]. ruhor-r-. 1.fq Wa:* Anthony T. Tombo III, P.E.
[Kodellrol hillapti-IM-1.
180083
111wo, .1 W.Nnp dflf.1W W jib�m ottiWfn UVI.WS&I wa�;'UQP��.diylff W sla lord tot... IN
bvdid. TIAm kiiptq�o! 44Ti 4451 St. Lucie Blvd.
Fait Pierce, FL 34946
Copyligh'.V 2016 A-1 Real hosses - Anthony 1. Tomah III, P1 Reptadution of Ihis domment, in any lannispobibild Withal Ih wiilten ptimisiion from. A -I Roo! bussn - AnIhany T. Torahs III, P.E.
Job
Truss
Truss Type i
Q ty
ply
A0012876
WPRHTFA
J7A
JACK -OPEN
Job Reference (optional)
Al F18of Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 Is Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:22 2018 Page 1
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-9acJKG506RwE46)CrvzMFG3HONClxce24YEGHRGzDwzc
3-8-14
3-8-14
Dead Load Defl. = 1/16 in
54
4x4 3x4 =
T-0-0
LOADING (psf)
SPACING-
2 0
CS1.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
�%
TC 0.52
VerI'LL)
-0,16
5-8
>509
360
MT20 2441190
TCDL 28.0
Lumber DOL
1.25
BC 0.83
Vert(TL)
-0.25
5-8
>330
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.19
Horz(TL)
0.01
5
n/a
n/a
BCDL 7.0
Code FBC2014fFP12007
Matrix -AS
Weight: 28 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1
379/0-8-0 (min. 0-1-8)
3
11 g/Mechanical
5
265/Mechanical
Wax Horz
I
215(LC 12)
Max Uplift
1
-95(LC 12)
3-
-90(LC 12)
5
-1 17(LC 12)
Max Grav
1
441 (LC 23)
3
119(LC 1)
5
378(LC 25)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
whenshown.
TOPCHORD
1-2=-466/260
BOTCHORD
1-9=-560/466, 5-9=-5601466
WEBS
2-5=-533/640
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=11.60
2) This truss is not designed to support a ceiling and is
not intended for use where aesthetics are a
This truss has been designed for a 10.0 psf bottom
ord live load nonconcurrent with any other live
* This truss has been designed for a live load of
.Opsf on the bottom chord in all areas where a
,tangle 3-6-0 tall by 2-0-0 wide will fit between the
ttom chord and any other members.
Refer to girder(s) for truss to truss connections.
Provide mechanical connection (by others) of truss
bearing plate capable of withstanding 100 lb uplift at
it(s) 1, 3 except flt=lb) 5=1 17.
This truss has been designed for a moving
ricentrated load of 200.01b live located at all mid
nels and at all panel points along the Bottom Chord,
nconcurrent with any other live loads.
This truss design requires that a minimum of 7/16"
uctural wood sheathing be applied directly to the top
ord and %" gypsum sheetrock be applied directly to
� bottom chord.
,LOAD CASE(S)
I Standard
be ishi As TOD a as in. It, d!,�:i�.,.11...,1.,Ottm�b,i--s,ilgk,lr.1 Anthony T. Tombo III, P.E.
W sit 91 Iis TIST' Sr W Wq is Ike resit.4141al 'f W.u. r. 0-,'r 01"M h'!A" otsIst?, i N Novil lu 01" 6AK .9 Ike Isto WC" nit rd IN. It Fp,.! d fin IDD .1 try Wil ere 4 Its Tmst md,6q k=Eq s%rqk lasulltun .0 End,; SHI h tu mrvoly a
Z 80083
J1114 4451 St. Lucie Blvd.
Fort Pierce, FL 34946
Zt (opyriihi 0 2016 A-1 Root Trusses - Anthony T. Tornbo III, P.E. Reprodustion of [his dRussent, is any fork is probiblied without the iittea pennission from A -I RODITrusses - Anthanyl. Tonsbo III, P.L.
00 Truss Fruss STyp-
WPRHT'FA IJ8 1 Jack -Open
A0012877
Al Roof Trusses, Fort Pierce, FIL -34'-94'(-j,d'esi'g—n@—al-truss.com Run:8.120s Nov 122017 Print: 8.120s Nov 12 2017 MiTek Industries, Inc. TueMay2214:40:232018 Page"I
ID:UMNtX8MFQzqGeYlmYwnqyHzGr-8X-dmAhXc6ltk25iG6gShtUpGqDUc94L6WEni4OqzizDwzc
"-12
-2-0-0 .1-1-10, 1 7-4-14
2-0-0 '1-1-100-7-2 5-8-2 1
C')
1.5x4 11
1.5X4 \\
Dead Load Dell. 3/16 in
C;
1
7-414
�4-8;11 5
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in (loc)
I/defl
Ud
TCLL
20.0
Plate Grip DOL
1.25
TIC
0.44
Vert(LL)
0.16 6-7
>562
360
TCDL
28.0
Lumber DOL
1.25
BC
0.51
Vert(TL)
-0.32 6-7
>273
240
BCLL
0.0
Rep Stress Incr
YES
WB
0.11
Horz(TL)
-0.06 5
n/a
n/a
BCDL
7.0
Code FBC2014[TP12007
Matrix -AS
LUMBER -
TOP CHORD 2X4 SP M 30
BOT CHORD 2x4 SP 240OF 2.OE
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size)
4
245/Mechanical
2
614/1-8-0 (min. 0-1-8)
5
134/Mechanical
Max Horz
2
275(LC 12)
Max Uplift
4
-166(LC 12)
2
-191(LC 12)
5
-40(LC 12)
Max Grav
4
245(LC 1)
2
614(LC 1)
5
297(LC 31)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-653/375
BOTCHORD
2-12=-764f736, 8-12=-764[736, 3-8=0/309,
7-13=-273/263, 6-13=-273/263
WEBS
3-6=-355/369
NOTES-
1) Wind: ASCE 7-10; Vult=1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, Bi:;DL=4.2psfj h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWIFIRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions:shown; Lumber
D10L=1.60 plate grip DOL - =1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) P vide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5 except at=lb) 4=166, 2=191.
6) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
7) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and %"gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 36 lb FT = 10%
ony T. Tombo 111, P.E,
0 WN at't-in; wo'�itr Anth
trint 4 MI Ims fit Wr kf�n I' at R(N X dft'1.IImVN tat t1111-1.
80083
710 imwidhf.
to 4451 it. Lucie Bl,d,
Copyiiqltl V 2016 A-) Roof frysses - Anthorty L Itobo 111, P.E. Repodurflan all-lisdocurotntin ORY ICIM, iSFIDhib'[ttdW"III05I AM W094 111missicaftcol-A I III, P-E, Fort Pierce, FL 34946
Job
ru s
Truss Type
Qty
Ply
A0012878
WPRHTFA
J8A
Jack -Open
1
1
�
Job Reference (optional)
Al 9.of Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:24 2018 Page 1
ID:uMNtX8MFQzqGeY]mYwnqyHzGc8X-5zj3ly7fe2AyJPhsOOOiLUMGYOQJ4YvNOYIOV9zDwzt
-2-0� 2 6-20 7-4-14
00 -4-14
2 1-8-1 3� 1
C'.
C�
W. Cl)
1-8-12
4x4 =
3x4
1.5x4 11
C;
Dead Load Defl. = 3/16 in
LOADING (ps�
SPACING-
2-0-0
i
CS1.
DEFL.
in
(loc)
I/defi
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.86
Vert(LL)
0.19
9
>453
360
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
BC 0.83
Vert(TL)
-0.35
7-8
>249
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.17
Horz(TL)
-0.23
7
n/a
n/a
BCDL 7.0
Code FBC2014/TPI2007
Matrix -AS
Weight: 37 lb FT = 10%
LUMBER-
TOPCHORD 2x4 SP No.2 *Except*
T2: 2x4 SP No.3
BOTCHORD 2x4 SP No.2 *Except*
B2:2x4 SP No.3
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. Qb/size)
5
64/Mechanical
2 614/1-8-0 (min. 0-1-8)
7
316/Mechanical
Max Horz
2-
235(LC 12)
Max Uplift
5
-35(LC 8)
2
-207(LC 12)
7
-139(LC 12)
Max Grav
5
64(LC 1)
2
614(LC 1)
7
406(LC 32)
FORCES. Qb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
whenshown.
TOPCHORD
2-3=-366/117
BOTCHORD
2-13=-308/255, 9-13=-308/255, 3-9=0/332
WEBS
4-7=-346/400
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=4.2psf, h=25ft;
Cat * 11; Exp C; Encl., GCpi=0.18; MWFIRS (envelope)
�nd C-C Exterior(2) zone; cantilever left and right
e
, xposed ; end vertical left exposed;C-C for members
prid forces & MWIFIRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
,3) Provide adequate drainage to prevent water
poncling.
,i4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
15) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL
7.Opsf.
1 6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5 except at=lb) 2=207, 7=139.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
9) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and I/V gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
Anthony T. Tombo 111, P.E.
180083
1-d S�iw. 4451 i Lude Bl,cf.
Fort Pierce, FL 34946
Zt (epyiighf V 2016 A-1 Roof horses -Attbomy 1. Iambs 111, P1. Repicdarflom of 1his daimmur, in any [aim, is plobibild Wilbur The w1into peomissioa Item A-1 Roof Tresses - Anihonyl. Tombo III, PJ.
Job
Truss
Truss Type
Qty
Ply
WPRHTFA
J8B
Jack -Open
1
1
A0012879
A4 . f :----
1. 11
Job Reference (optional)
0 " usses, It l—, — t�U, UVb191QWd ILIU55.WM R I un: 8.i2O s Nov 12 20i7 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:24 2018 Page I
ID:uMNLX8MFQzqGeYlmYwnqyHzGc8X-5zj3ly7fe2AyJPhsOOOjLUMLVOQ74YGNOYlOV9zDwzt
�2-0-00 i 1-8-12 :5G: 0 4
_0_ i_�_J� _ — I 3Z-4-14
2 4
4x4 =
1.5x4 11
3x4 =
C�
C?
Dead Load Dell. = 1116 in
i '_ -!'= -44 - il
1 Z� 1 �2 42-:32-:42 44
Plate Offsets (X,Y)— [2:Edqe,0-0-4jj7:Edqe,0-1-8j
LOADING(pso
SPACING- 2-M
CS1.
DEFL. i n (loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.55
Vert(LL) -0.17 7-8 >522 360
MT20 244/190
TCDL 28.0
Lumber DOL 1.25
BC 0.85
Vert(TL) -0.24 7-8 >363 240
BCLL 0.0
Rep Stress Incr YES
WB 0.14
Horz(TL) 0.10 7 n1a n/a
BCDL 7.0
Code FBC2014/TPI2007
Matrix -AS
Weight: 37 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2 "Except"
T2:2x4 SP No.3
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erecton, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5
161/Mechanical
2
614/1-8-0 (min. 0-1-8)
7
220/Mechanical
Max Horz
2
173(LC 12)
Max Uplift
5
-87(LC 8)
2
-214(LC 12)
7
-59(LC 9)
Max Grav
5
161 (LC 1)
2
614(LC 1)
7
350(LC 32)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-560/453
BOTCHORD
2-13=-5781526, 9-13=-5781526,
3-9=-10/257
WEBS
4-7=-282/304
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf,- h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exteri ' or(2) zone; cantilever left and fight
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding. I
4) This truss has been designed for a 10.0 psf bottom
chord live load non�oncurrent with any other live
loads.'
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Refer to girder(s) for truss to.truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5, 7 except at --lb) 2=214.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
9) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and V2" gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
-It YAUL ]EMS Drip -ail 0"isirvidtaNrlitly
mbo It', RE
Anthony T. To
ftb!, 0 lbj Ims In try WN is Titqpytl Ott
4 80083
4451 St. Lucie Blvd,
For', Pierce, FL 34946
ZI (opytighl it 2016A-1 Roof hosses -ArabomyLlombo III, P.E Repredurfica of Or dommal, in any form, is plobibitEd wilhoul At wriffea ptimission from At Real husses - h1bonyt. To-ho 111, 1`1
Job
Tru s
Truss Type
Qty
Ply
A0012880
WPRHTFA
A
JACK-CLOS.ED
3
Job Reference (optional)
Al Roof Trusses, Fort Pierce. FL 34946, design@al truss.com
US =
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:25 2018
4-6-8
1.5x4 11
6x6 =
Dead Load Defl. = 3116 in
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.37
Vert(LL)
-0.24
4-7
>426
360
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
BC 0.53
Vert(TL)
-0.41
4-7
>254
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.29
Horz(TL)
0.01
4
n/a
n1a
BCDL 7.0
Code FBC2014fFP12007
Matrix -AS
Weight: 41 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP 240OF 2.OE
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied, except end
verticals.
BOTCHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed cluring truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
1
478/Mechanical
4'
478/Mechanical
Max Horz
1
270(LC 12)
Max Uplift
1.
-121(LC 12)
4
-258(LC 12)
Max Grav
1
504(LC 23)
4
504(LC 27)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
whenshown.
TOPCHORD
1-2=-609/330
BOTCHORD
1-8=-685/588,4-8=-685/588
WEBS
2-4=-662[771
NOTES-
1) Wind: ASCE 7-10; Vult--1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forc e�s & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live. load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.0psf on the bottom chord in all areas where a
nactangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
14) Refer to girder(s) for truss to truss connections.
�5) Provide mechanical connection (by others) of truss
:1to bearing plate capable of withstanding 100 lb uplift at
�joint(s) except at --lb) 1=121, 4=258.
6) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
7) This truss design requires that a minimum of 7116"
structural wood sheathing be applied directly to the top
chord and 1/2" gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
4dr4sip pmems "b"I 191S 1, Wins Delp Dwiq,,.M� W*! AM01 T. Inhll. F-1 SWIlt—t W.t�; 45-irl Steil MURA 141y,
Is I Ims N�a En."), a, ad DqN3 "".mrs Dr lurph.. a 1h ftr da. 'bil"ims in 1. fill hup
Anthony T. Tornbo ITT ' P.E.
80083
13 W.. "I'd. 5, IND .9 r. F.&as .1 ItyTH W SM., ld� 4451 Lucie Blvd.
Fort Pierce, FL 34946
(apylighl 0 2016 A-] ROD[ Trusses - Anlimay 1, Tomba III, P1 Reproduction a] leis donmeol, in Our farm is prohibited wilbDul the WOOD Felmiisio. from A-1 looll hossts - AnIflony 1. Tombo III, P.L
Job
Truss
Truss Type
Qty
Ply
WPRHTFA
J68
Jack -Open
2
1
LbReferen—Imij-11 A001��3
11Roof Trusses, Fort Pierce, FIL 34946, design@aitruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:26 2018 Page 1
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-2Lrpge8vAfRgZjrE8pQBQvSbxp6?YUOgTsE-ValzDwzZ
t%0 6-4-14
2 6-4-14
C�.
c6
1;
Dead Load Defl. = 3116 in
6-4-14
6-4-14
Plate Offsets (X,Y)—
[2:0-2-10,0-1-81
LOADING (pso
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/clefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.94
Vert(LL)
-0.16
4-7
>481
360
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
BC 0.88
Vert(TL)
-0.31
4-7
>242
240
BCLL 0.0
Rep Stress Incr
YES
W13 0.00
Horz(TL)
0.01
3
n/a
n/a
BCDL 7.0
Code FBC2014/TPI2007
Matdx-AS
Weight: 23 lb FT = 10%
LIJIVIBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SIP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3
253/Mechanical
2
563/0-8-0 (min. 0-1-8)
4
68/Mechanical
Max Horz
2
244(LC 12)
Max Uplift
3
-172(LC 12)
2
-179(LC 12)
4
-2(LC 12)
Max Grav
3
253(LC 1)
2
563(LC 1)
4
255(LC 27)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C: Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4 except at --lb) 3=1 72, 2=1 79.
6) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
7) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and 1/2' gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
V.gq "It VC61 T1.1555CS1101 RM THISS& COMM US1311ruTW" MIMLEN01r,
Anthony T. Tombo III, P.E.
180083
en ,.is iawte bIDD d W jam, W3.0-.1 W bdbq (.1mm So" 1,11'swIl IN .1 Stu u!"i—jho P ... 1pl�- 4451 St. Lucie Blvd.
Cku.tu lAd Ito ("mo opod.p. � "fibivy dl?al� kuhei RaTmsi kii;o fqatuls ICT N Mal Sist.11 Earwrofal WA4, Fort Pierce, FL 34946
ZI (oppight 0 2016 A-1 foollfusles - Anthony I. Tombo 111, P.I. Replodortion of ibis domsiefil, in onylorm, is probibhed without the writlen panission from A-] Rooffrosses - AntfinyT. ToMbD 111, P.I.
Job
Truss
Truss Type 1
Q 'y
Ply
A0012874
W HTF A
PR
J68A
ack-Open Pirder
I
Job Refanence (optional)
Al KOOT irusses, ron: rjerce, r-L y4uqo, oesign;cv_aiuu55.uujij
cA.
PZIEII
A
10
es, Inc. a ue may — : : age .
7WAtQRhXyQz6L_qBDY3HvopiW-26UzDwZ
I
Dead Load Defl. = 3/16 in
LOADING (ps�
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/clef!
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TIC 0.65
Vert(LL)
-0.13
5-6
>567
360
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
BC 0.51
Vert(TL)
-0.30
5-6
>250
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.16
Horz(TL)
0.01
2
n/a
n/a
BCDL 7.0
Code FBC2014[TP12007
Matrix -MP
Weight: 26 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2X4 SP M 30
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 255/Mechanical
2' 618/0-8-0 (min. 0-1-8)
5 90/Mechanical
Max Horz
2 244(LC 8)
Max Uplift
4
-158(LC 8)
2
-189(LC 8)
5
-20(LC 8)
Max Grav,
4
255(LC 1)
2
716(LC 19)
5
286(LC 25)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-415/63
BOTCHORD
2-1 0=-54/254, 6-1 0=-54/254
WEBS
3-6=-88/416
NOTES-
1) Wind: ASCE 7-10; Vult=1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf-, BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
I
:3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
i bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5 except at --lb) 4=1 58, 2=1 89.
6) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 246
lb down and 20 lb up at 2-0-12 on bottom chord. The
clesign/seleGtion of such connection device(s) is the
responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber lncrease=1.25
, Plate Increase=11.25
Uniform Loads (plf)
Vert: 1-4=-96, 5-7=-14
Concentrated Loads (lb)
Vert: 6=-80(B)
Anthony T Tornbo 111, P.E.
80083
Ill Wft; afs;r! W caft—M!. C. riass'I.e! etTDDW 1. j=..1 plifiand Ila 4,111.1 (capeaIghfaf W.-aft. fK',rj p1liMly In 0 SI(A IN Maas 5a mltasift% d Was .12111s, Dniper'l!"s 3.11, b"Kal IRIS 4451 St. Lucie Blvd.
All M;'�=a0:3a.jtn idiall, 1111. Fort Pierce, FL 34946
(oppighl 0 2016 A -I Real Inusses - Anliany 1. Tombo 111, P.I. Reprodudian of ibis dDaumenf, in anyform, is plobibhed vithcul the wrines pemission hom A -I Rcollrosses - AnthDslyT. Tomb III, P1
WPRHTFA JKOIG I Roof Special Girder
A0012881
Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc.
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X--kzaaJA9iHhNol'
_2_0_0 0_8 -4-8 -4-14
2_0_0 -1
1_16_� 4-6-0 1-0:16
C�
LOADING (psf)
SPACING-
2-0-0
TCLL 20.0
Plate Grip DOL
1.25
TCDL 28.0
Lumber DOL
1.25
BCLL 0.0
Rep Stress Incr
NO
BCDL 7.0
Code FBC2014fTP]2007
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SIP M 30 *Except*
B2: 2x4 SP No.2, B3: 2x4 SP 2400F 2.OE
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 7-4-14 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and require
cross bracing be installed during truss erection,�in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
6
273/Mechanical
2
267/1-8-0 (min. 0-1-8)
10
264/0-3-8 (min. 0-1-8)
Max Horz
2
133(LC 37)
Max Uplift
6
-127(LC 8)
2
-1 84(LC 37)
10
-289(LC 8)
Max Grav
6
409(LC 29)
2
294(LC 30)
10
801 (LC 23)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
BOTCHORD
8-9=-41/332, 3-9=-299/185
WEBS
4-7=-259/140
NOTES-
1) Wind: ASCE 7-10; Vult--1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf*, BCDL=4.2psf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWIFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed f.or,a 10.0 psf bottom
chord live load nonconPurrent with any other live..Ioads.
1.5x4 11
46 ::::
A —A
A
9
9
1.5X4 11 3x4 = l.5x4 [I
2018 Pagel
Dead Load Deft. = 1/8 in
6-4-8
4-7-12
7-4-14
1-0-6
CS1.
DEFL. in
(loc)
I/defi
Ud
PLATES GRIP
TC 0.35
Vert(LL) -0.16
7-8
>434
360
MT20 244/190
BC 0.61
Vert(TL) -0.26
7-8
>269
240
WB 0.06
Horz(TL) -0.08
6
n/a
n/a
Matrix -MP
Weight: 45 lb FT = 10%
4) " This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Ot--lb) 6=127, 2=184, 10=289.
7) This truss has been designed for a moving
concentrated load of 200.Olb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
I inger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 289
lb down and 328 lb up at 1-10-8, and 127 Ity down and
72 lb up at 3-0-12 on top chord, and 200 lb down and
48 lb up at 3-0-12 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber lncrease=1.25
, Plate Increase=1.25
Uniform Loads (plo
Vert: 1-3=-96, 3-4=-96, 4-5=-96, 9-11 =-14, 6-8=-14
Concentrated Loads (lb)
Vert: 3=183(F) 16=-2(F)
ow.tdo ryli,.41'
Anthony T. Tornbo 117, P.E.
V. hill'.1tasipu .1 Nam Inv's of k4a ni:-�'afirecxts W p6sW'1AsW,4j Cmp,d Mir .1 WA J-d 1.1m 80083
is, Im Ddyt Wi., is 431 fit 1.16.1 Nrij"fo, Toss Spim ity W16% juttplsoitihr 4451 Lude 131,d.
For' Pierce, FL 34946
ZE (opylighl 0 2016 Al Roof Trassses - Whonyl. icrabe 111, F1 of this dotunstni, in any form, is pohibiud wilhal 1h winto Funnission, from A -I Roof hosses - Anihony T. Toanba 11), P.L
Job
Tru s
Truss Type
Qty
Ply
.
A0012 882
WPRHTFA
L01
HALF HIP
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FIL 34946, design@al truss.com
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:29 2018 Page 1
ID:uMNtX8MFQzqGeY[mYwnqyHzGc8X-SwXyofBnTapEQBappy_u2X47Gl5zlll6gqT9AMzDwz%
R-4-8 16-4-0
5x6::�-
3x8 = Dead Load Dell. = 1/8 in
4x4 = OX0 — 4X6 11
LOADING (ps"
SPACING-
2-1-8
TCLL
20.0
Plate Grip DOL
1.25
TCDL
28.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress-Incr
NO
BCDL
7.0
Code FBC2014ITP12007
LUMBER-
TOPCHORD 2x4 SP No.2 *Except*
T2: 2x4 SP 240OF 2.OE
BOTCHORD 2x4 SP No.2 *Except*
BI: 2x4 SP M 30
WEBS 2x4 SP No.3 *Except*
W4:2x4 SIP No.2
BRACING-
TOPCHORD
2-0-0 oc purlins (4-7-4 max.), except end verticals
(Switched from sheeted: Spacing > 2-0-0).
BOTCHORD
Rigid ceiling directly applied or 5-4-11 oc bracing.
WEBS
I Row at midpt 5-8
RIHACTIONS. (lb/size)
6
927/Mechanical
2
1162/0-8-0 (min. 0-1-8)
Max Horz
26
328(LC 12)
Max Uplift
6
-358(LC 9)
2
-380(LC 12)
Max Grav
6
927(LC 1)
2
1162(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-1 524/992, 3-4=-1 140/739,
4-5=-9571779, 5-6=-8701733
BOTCHORD
2-12=-1 195/1288, 8-12=-1 195/1288
WEBS
3-8=-423/485, 5-8=-831/1010
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
8-4-8
CS1.
DEFL.
in - (loc)
I/def!
Ud
TC 0.87
Vert(LL)
-0.27 6-8
>725
360
BC 0.99
Vert(TL)
-0.39 6-8
>495
240
WB 0.38
Horz(TL)
0.02 6
n/a
n/a
Matrix -MS
2) Wind: ASCE 7-10; VuIt=1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
i Cat. 11; Exp C; Encl., GCpi=0.18; MWIFIRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=11.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at=lb) 6=358, 2=380.
8) This truss has been designed for a moving
concentrated load of 200.011b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
�) Graphical purlin representation does not depict the
size or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 84 lb FT = 10%
Ampa"I.4 lad Wis. liisT.'s D'Sip W",1DPtl!b " T. Ink Ell. Mom No Ithim. Mrs 0 mi veldo N We Ifly
N'TAmer!" Ito's "I it rAit. nt M.3 Nif'tfit 1" tress Imp E'P!4 lit s'd ..I Mur'm - -41-eitit pndmsit� mv-09 '"jmkW- & d-0 sl "1*11115 i4idti-NUD "k-itt lls-1- Nit�iP OM--M Wq UeAttl� lewq Anthony T. Tombo 11T, P.E.
80083
4451 Lucie Blvd.
p bitte. is 0: lit 1.1141 oniff"! rnssnlm Em"'I "'. 1,964, For' , Pierce, FIL 34946
Zi (apytight 0 2016 kI Roul Itusses - Whany L lombe 111, P1 Irploduction a] this dorownt, in ony form, is piollibiled without [be wdsla Feimiisian from A-1 bol Imsts - Allihnit L Toda III, P.L
Job
Truss
Truss Type
Qty
Ply
WPRHTFA
L02
HALF HIP
A0012883
Job Reference (optional)
A I Roof i ru5ses, Fort Pierce, FL 34946, design(c_vaitruss.com Run: ts.izu s Nov 12 2017 Print: 8.120 s Nov 12 2017 M7iek Industries, Inc. Tue May 22 14:40:30 2018 Page 1
8_0_ ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-w75K??BQEux5lK9ONfV7b]cKiRS9UCBGOU*t�ijozDwz\I
-2-0-0 5-5-8 i 10 48 1 16-4-0
2_0_�' 5-5-8 �_6:8 2--Z 5-11-8
4x6 ��
4x4 =
Dead Load Defl. = 1/8 in
3x6 �- 5x6 = 4x6 11
LOADING (psf)
SPACING-
2-M
CS1.
DEFIL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20. 0
Pla
ate G6p DOL
1.25
TC 0.76
Vert(LL)
-0.31
6-7
>627
360
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
BC 0.93
Vert(TL)
-0.47
6-7
>411
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.44
Horz(TL)
0.02
6
n/a
n/a
BCDL 7.0
Code FBC2014[rPI2007
Matrix -AS
Weight: 81 lb FT = 10%
LUIVIBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOTCHORD
Rigid ceiling directly applied.
WEBS
1 Raw at midpt 5-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
6
850/Mechanical
2
1117/G-8-0 (min. 0-1-8)
Max Harz
2
371(LC 12)
Max Uplift
6
-322(LC 9)
2
-376(LC 12)
Max Grav
6
850(LC 1)
2
1117(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - AM forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-1 164/567, 3-4�1 023/806,
4-5=-8711769, 5-6=-795/705
BOTCHORD
2-11 =-789/886, 7-11 =-789i886
WEBS
3-7=-416/549, 5-7=-897/999
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf,, BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL
7.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Gt--lb) 6=322, 2=376.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
9) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and %" gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
uAtets it IIis Toss DO;, T. U.I.EF1 14w.3 shilith.
Mid —M, pIrInswl Itwfiff Its Iry 1. hufit Anthony T. Tombo 111, P.E.
edwflAil Ins$ 61my WN4 80083
t. Wfi.1 r4sip" j Ww. "I
4451 St. Lucie Blvd.
Foff Pierce, FL 34946
ZE (cpylighl 0 2016 A-1 Roof Trusses - Ardony L Tombe III, P.E. hpiodertion of ibis dowrotol, in Day [aim, is Fohibilts wilhoul th w1ifleft Felmissioa from A-1 Roof hussts - AnIhony T, lombo 111, P.E.
Job
IS
Truss Type
Qty
Ply
A0012884
WPRHTFA
L03
HALF HIP
1
1 �
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com
. -2-0-0 .
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
28.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
7.0
Code FBC2014/TPI2007
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOTCHORD
Rigid ceiling directly applied.
WEBS
I Row at micipt 6-8
MiTek recommends that Stabilizers and required
cross bracing be installed during truss; erection, in
accordance with Stabilizer Installation
AACTIONS. (lb/size)
7
850/Mechanical
2
1116/0-8-0 (min. 0-1-8)
Max Horz
Z
433(LC 12)
Max Uplift
7
-329(LC 12)
2
-366(LC 12)
Max Grav
7
860(LC 2)
2
1116(LC 1)
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:30 2018 Page 1
ID:uMNtX8MFQzqGeY]mYwnqyHzGc8X-w75K??BQEux51 K90NfV7blCJ3RRdUAGGOUCijozDW7\J
8-0-0 . 12-4-8 16-4-0 1
4-4-8
6. 0 0 FI-2 4x6 ::: 3x4 =
3x6 �- 5x6 = 4X6 11
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1 173/518, 3-4=-1 084/809,
4-5=-9081828, 5-6=-891/827,
6-7=-7971753
BOT CHORD
2-12=-852/912, 8-12=-852/912
WEBS
3-8=-553/698, 6-8=-1 04211119
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
Dead Load Defl. = 3/16 in
8-0-0
8-0-0
16-4-0
8-4-0
1 [8:0
L,0-_3-8 -3-0,0-3-01
CS1.
DEFL.
in
(loc)
I/clefi
Ud
PLATES GRIP
TC 0.80
Vert(LL)
-0.33
7-8
>585
360
MT20 244/190
BC 0.97
Vert(TL)
-0.54
7-8
>361
240
WB 0.56
Horz(TL)
-0.02
7
n/a
n/a
Matrix -AS
Weight: 83 lb FT = 10%
2) Wind: ASCE 7-10; Vult--1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other rrfembers, with BCDL
7.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at --lb) 7=329, 2=366.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
9) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and %"gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
Firt. Anthony T. Tombo III, P.E.
fit Itele, 0 *QfA, Ira Nqp 80083
4451 Lucie Blvd.
Ikt Tass Iltsir hpw Is 131 lit 1064 0.4tax Ims Sill'. W.-Isr, Wrill. For-, Pierce, FL 34946
(sprighl 0 2616 A I Roof hasses - Anthoy T. Who III, P.I. Repchnion d ibis dalualepl, in any (aim, is pichibiled wilhol An witlen ptimissille Irom A-1 loof hossrs - AnIhonyl. Tombo III, P.E.
Job
T ss
Truss Type
Qpy
Ply
WPRHTFA
L04
HALF HIP
A0012885
Al
Job Reference (optional)
'a"ce, 1 a USS.Wrli Run: 8.i20 s Nov i2 20i7 Print: 8A20 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:31 2018 Page 1
_8 Z_5_ ID:uMNtXBMFQzqGeYlmYwnqyHzGc8X-OJfjDLC2—C3yfUjCwMOM7ygRmqnfDfWPd8y6FFzDWZU
2-0-01 5-8 1 L-4-8 6-4-0.
_0_0 1 j_
—2 5-8_� 1_9_0 1_1 J_g
cc
5x10 MT20HS---
6. 0 0 FIT 11.5X4 11
5x6 6.6
Dead Load Dell. = 1/8 in
4x4 =
8: 2-0
�_6
16-4-0
8-4-0
Plate Offsets (X,Y)—
[2:0-1-12,Edgel, [3:0-1-12,0-1-121, [4:0-5-0,Edgel,
[8:0-3-0,0-3-01
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL.
in (loc)
I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.99
Vert(LL)
-0.30 7-8
>654
360
MT20
244/190
TCDL 28.0
Lumber DOL 1.25
BC
0.98
Vert(TL)
-0.46 7-8
>424
240
MT20HS
187/143
BCLL 0.0
Rep Stress Incr YES
WB
0.37
Horz(TL)
0.03 7
n/a
n/a
BCDIL 7.0
Code FBC2014fTP12007
Matrix -AS
Weight: 96 lb
FT = 10%
LUMBER-
TOPCHORD 2x4 SP No.2 *Except*
T2: 2x4 SP M 30
BOTCHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied, except end
verticals.
BOTCHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt 5-8,5-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7
877/Mechanical
2
1090/0-8-0 (min. 0-1-8)
Max Horz
2
495(LC 12)
Max Uplift
7
-411 (LC 12)
2
-331(LC 12)
Max Grav
7
887(LC 2)
2
1090(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-1 489[780, 3-4�11 106/596,
4-5=-922/621
BOTCHORD
2-12=-1298/1323, 8-12=-129811323
WEBS
3-8=-740/850, 5-8=-760/909,
5-7=-99611044
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult---1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
poncling.
4) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members, wifth BCDL
7.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at=lb) 7=411, 2=3.31.
9) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
10) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and 1/2" gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
'X; th I—D'siss Egi—rit, spe'lly [*"." 6, "d am NO Ity.unal an wtItu"I t' ft.., Anthony T. Tombo 111, P.E.
ralt—mlIdashtn"', M is all Thbliplis"
it P!'ww'40-10
180083
s' .4,4.,Tms at Trai
1W,111 NOR& I"! Is t0i lit Nliq Onips,f? TtssSplat Wvlod ni Wf.t 11 w1blud Islas .' 15 fibai it PH, 4451 St. Lucie Blvd.
(opyright 0 2016 A -I Roof Tiasses - Wholly 1. Tanabe 111, P.E. RtIllodoltion alibis dcasnatoll in any lasso, is plobibittd wilhoul the stlinem Felmis5iom from A-1 Roof Ifusses - Wholly T. lamba III, P1. Fortillerce, FL 34946
I
Job
IS
Truss Type
Qty
Ply
A0012886
WPRHTFA
LO
MONOPITCH 1
1
1
i
Job Reference (optional)
Al KOOT trusses, t-on merce, rL JffV1+o, UU51911�E_Vd I UILIbb.W111
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:32 2018 Page 1
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-sVC5QhDgIVBpHelOU4XbgAifCE9Oy3HYrohpnhzDwzT
3-10-10
-2-0'0 1 2-10-10 1 1
A2 r
2-040 2-10-10 1 -0-0 N: 1 1 11--4-1
1 6.00 F1 -2 7 Dead Load Defl. 3/8 in
&8,�'- 3
6 <T.
3x4 11
4
3
9
2 C�
16 18 9 19
12 10 8
3x8 = 1.5x4 11 4x4 6x6
3x4
6x8 =
6x6
2-10-10
LOADING (psq
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
Well
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.82
Vert(I-L)
0.30
10
>643
360
TCDL 28.0
Lumber DOL
1.25
BC 0.84
Vert(TL)
-0.50
10
>387
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.53
Horz(TL)
0.30
8
n1a
n1a
BCDL 7.0
Code FBC2014/TPI2007
Matrix -AS
LUMBER-
TOPCHORD 2x4 SP No.2 *Except'
TI: 2x4 SP 240OF 2.OE
BOTCHORD 2x4 SP No.2 *Except*
BI,B2:2x4 SP M 30
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied, except end
verticals.
BOTCHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt 7-8,6-11, 6-
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
8
809/Mechanical
2
1160/0-8-0 (min.0-1-8)
Max Horz
2
550(LC 12)
Max Uplift
8
-436(LC 12)
2
-344(LC 12)
Max Grav
8
809(LC 1)
2
1160(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-501/0, 3-4=-2610/1883,
4-5=-2134/1602, 5-6=-1928/1618,
7-8=-250/292
BOTCHORD
3-17=-250712624,11-17=-2506/2624,
4-11 =-476/558, 10-18=-302/385,
9-18�302/385, 9-19=-649/692,
8-19=-649/692
WEBS
9-11 =-357/340, 6-11 =- 149911485,
6-8=-869/815
NOTES-
1) Wind: ASCE 7-10; Vult=l 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
3) * This I russ has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
Ifer to girder(s) for truss to truss connections.
5j Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at=lb) 8=436, 2=344.
6) This truss has been designed for a moving
concentrated load of 200.Olb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
7) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and 1/2" gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight:108lb FT=10%
Rnulms rto Avp 1-11"s .4 1.1 111" W5 Tins Destra Dualpilrd Olt 4.1oll T. h�lslr-Fl. let?"r! Untle., no. Mrs ol�..m SIMMIN ro, itly
lslfwtdaEaj�!, at Asiptin" 4, 11`14. Anthony T. Tombo 111, P.E.
Iduto all hn$ In M W34 It 11- lrlp.� dill ow, 6, liw's 16M.P.1 Wtoff at ll�& ffol a, lftd Wi[apat T000lp
80083
141 tems 0114'. ON 4.11 Nvrw, Tins Nur Eff-Im .1 1"js 9.9ot'itm] 4451 St. Lucie Blvd.
as NIS Drop Eqffl, Is 1.31 Is, Niq Nsipt,,v T s5nroi IqElt, If . 106q. 11 libbid ln,j ... st6di0q]. .
Zi (OPY69h) 0 2016 A-1 Roof Trusses - Arflony 1. fornba 111, P1 R I epicktiun of [bit duumeal, in any (aim, is Flobibiled wabul ]be wriven Permission from A-1 Roof Trusses - Anthony 1. Tombo 10, P.E. Fort Pierce, FL 34946
Job
Truss
russ Type
Qty
Ply
WPRHTFA
L06
Monopitch
8
1
A0012887
Al Roof Tniqc%p- Fnrt Pipma
P qAaAr
—
Job Reference (optional)
c? I
.14us INOV 1Z 2011 PrInt: 0. 1 ZUS NOVI ZZUI/ Mi I eK Inciustnes, Inc. Tue May 22 14:40:332018 Pagel
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-KimTdI ElWpJgvotb2n2qDNErHeXQhX—i4SRMJ7zDwzs
-2-%0 B-3-8 i 8 W-0
_0 WN0 0-3-8
2 8-3-8 7
6. 0 0 r1-2 3x4 11
5
3x4 1.5x4 11 4x4 6x6
8-3-8
16-0-8
Dead Load Defl. = 3/16 in
LOADING (pso
SPACING-
2-M
CS1.
DEFL.
in
Qoc)
I/defi
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.74
Vert(LL)
-0.29
6-8
>664
360
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
BC 0.71
Vert(CT)
-0.42
8-11
>459
240
BCLI- 0.0
Rep Stress Incr
YES
WB 0.50
Horz(CT)
0.03
6
n/a
n/a
BCDL 7.0
Code FBC2017/TPI20114
Matrix -MS
Weight: 85 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
Tl: 2x4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing direcVy applied or 54-10 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 5-2-7 oc bracing.
WEBS
I Row at midpt 5-6,3-6
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2
108710-8-0 (min. 0-1-8)
6
879/Mechanical
Max Horz
2
550(LC 12)
Max Uplift
2
-308(LC 12)
6
-474(LC 12)
Max Grav
2
1087(LC 1)
6
879(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-1292/455,5-6=-310/364
BOTCHORD
2-12=-101011093, 8-12=-1010/1093,
7-8=-1010/1093, 6-7=-1010/1093
WEBS
3-8=0/344, 3-6=-1216/1122
NOTES-
1) Wind: ASCE 7-10; Vult=l 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf-, BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
3) * This truss has been designed for a live load of
20.Opsf on the boftom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Gt--lb) 2=308, 6=474.
6) This truss has been designed for a moving
concentrated load of 200.0lb live located at all mid
panels and at all.panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
rdy k?jr41eVsj In1wis tilms T,.s 0,31P �mlj"Dk]W'n "T. Itch ME Ide"re She Wo m. C145m-eAsi W Mlo,
Anthony T. Tombo III, P.E.
-114M 11 N11-11 toaul, TUs, D-up f.p. W7w A.k&-.,w1., 9 80083
4451 �t. Lucie Blvd.
Zi (epyright 0 2016 A I Real Trusses - Anthory T. Tombe III, 1`111epoduction of this doturntal. in any form, is prohibited wilhOul [he -Jiff9fl FelarissiOR 110'a A4 1001 Trusses - AnINny L TOMID 111, P.E. Fort Pierce, FL 34946
Job
I'lu s
Truss Type I
Qty
Ply
A0012888
WPRHTFA
L07
MONOPIT6H
1
1
Job Reference (optional)
Al ftcsf Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:4 : age I
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-puKrrNEwH7RXWySncVa3lbnyB2rsQ-2rJ6AwsazDwZR
jl �11 1;7-15 15-0-0 16-4
i 7-4-1 '1 -4-0
c')
3x4 =
6.00 [1-2 5xl 0 MT20HSI I
r 6
4x4.= 3x4 = 6x6 =
1.5x4 11
16-4-0
Dead Load Deft. = 1/8 in
LOADING (ps�
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/defi
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.98
Vert(LL)
-0.29
7-9
>672
360
MT20
244/190
TCDL 28.0
Lumber DOL
1.25
BC 0.82
Vert(TL)
-0.41
7-9
>478
240
MT20HS
187/143
BCLIL 0.0
Rep Stress Incr
YES
WB 0.51
Horz(TL)
0.03
7
n/a
n/a
BCDL 7.0
Code FBC2014/TPI2007
Matrix -AS
Weight: 84 lb
FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
B2:2x4 SP M 30
WEBS 2x4 SP No.3 *Except*
W& 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied, except end
verticals.
BOTCHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt 6-7,3-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
'accordance with Stabilizer Installabon guide.
REACTIONS. (lb/size)
2
1103/0-8-0 (min. 0-1-8)
7
864/Mechanical
Max Horz
2
514(LC 12)
Max Uplift
2
-333(LC 12)
7
-423(LC 12)
Max Grav
2
1103(LC 1)
7
864(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-1297/514, 3-4=-254/0, 6-7=-349/387
BOTCHORD
2-13=-1019/1086, 9-13=-1019/1086,
8-9=-1019/1086, 8-14=-1019/1086,
7-14=-1019/1086
WEBS
3-9=01314, 3-7=-1 138/1066
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf-, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Ot--lb) 2=333, 7=423.
9) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
10) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and %" gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
WVAN- Mal, Ni- IN (WON 1`17' a', IN. Fllduno No idatts!. 0 at MN III,,
Anthony T. Tombo 111, P. E.
W.9 ants IRS$ III y offif C�-' rh O."'S pistmf q,.l wh Wt�? Nqja t. tow atkII(Al [Iced Wd 480083
4451 St. Lucie Blvd.
Fort Pierce, FL 34946
Zh Uptight 0 2016 ki Roof Imsses - Anthony T. femba 111, 1`1 . Repimfulims of this domment, in any farm, is pabibitmi without the vivem ptimissims (tam A -I Roof hasses - Anthony T. Tomb III, P.L
Job
Truss
Truss Type
Qpy
Ply
WPRHTFA
L08
HALF HIP
A0012889
Job Reference (optional)
0 1 9 USSCS, FUI L �!Ul UU, FL ��U, Ut:5!y[j%—Vd 1 iFU55.corn Run: 6.izu s Nov i2 2ui t vnnt: 8.12U s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:35 2018
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-H4uD2jFY2QZ086lz9C51loKAQS8k9Pf?Ymw-FC
-2-M .6-9-4 P-0-n. 1 -14-n-n 1 R-A-n
6-9-4
6. 0 0 rf2— 4x6 �::: 3x4 =
Dead Load Defl. = 3116 in
3x6 5x6 = 4x6 11
8-0-0
8-M
16-4-0
B-4-0
Plate Offsets (X,Y)--
[2:0-2-9,0-1-81, [5:0-2-3,Edgel, [7:Edge,0-3-81,
[8:0-3-0,0-3-01
LOADING (pso
SPACING- 2-0-0
CS1.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.82
Vert(LL)
-0.33
7-8
>583
360
MT20 244/190
TCDL 28.0
Lumber DOL 1.25
BC 0.97
Vert(TL)
-0.54
7-8
>362
240
BCLL 0.0
Rep Stress Incr YES
WB 0.61
Horz(TL)
0.02
7
n/a
n/a
BCDL 7.0
Code FBC2014rrPI2007
Matrix -AS
Weight: 84 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied, except end
verticals.
BOTCHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt 6-8
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7
852/Mechanical
2
1115/0-8-0 (min. 0-1-8)
Max Harz
2
452(LC 12)
Max Uplift
7
-350(LC 12)
2
-360(LC 12)
Max Grav
7
867(LC 2)
2
1115(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All farces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-1186/508.3-4=-1 116/821,
4-5=-923/842, 5-6=-912/852,
6-7=-79gf771
BOTCHORD
2-112�880/934, 8-12=-880/934
WEBS
6-8=-1096/1169, 3-8=-604r749
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult--170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
c or live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, wiith BCDL
7.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except a"- b) 7=350, 2=360.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
9) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and Y2" gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
Anthony T. Tornbo 111, P.E.
80083
M-1 ky 1 ('60 tv.1 q. 4 i5q 4 9 PA'S 11,40. ilif Im hor Eqwv Is IN 6, 1.4.9 SpIm fq*.a 4 "', Weal. 12 (4hual Ins 16W SIN. 4451 Ei. LUCI. Blvd.
(opy6gh 0 2016 k I Roof husses - Arlhony L Tcjnbo 111, P1, bpedurtion of ibis doumtol, in any lom is piobibiled wilhoul N willen Feimission from A -I lool hesses - AnIhony L Tomb III, M. For' , Plerce, FIL 34946
Job
T rru s
Truss Type
Q ty
ply
A0012890
WPRHTFA
L09
HALF HIP
1
1
�
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL .34946, design(c_Daltruss.com
d L�
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:36 2018 Page I
ID:uMNtX8MFQzqGeY[mYwnqyHzGc8X-IHSbG3GApkhFmFcgjwcXqOsM8rVMuu88mQflwSzDwzF
B-0-0 1 11-0-0 16-4-0 1
4x6,:':
4x4 =
3x6 �� 5x6 = 4x6
8-0-0
LOADING (psg
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/defl
Ud
TCLL 20. 0
Plate Grip DOL
1.25
TC 0.76
Vert(LL)
-0.32
6-7
>609
360
TCDL 28.0
Lumber DOL
1.25
BC 0.95
Vert(TL)
-0.50
6-7
>388
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.47
Horz(TL)
0.02
6
n/a
n/a
BCDL 7.0
Code FBC20141TPI2007
Matrix -AS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied, except end
verticals'
BOTCHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt 5-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
AACTIONS. (lb/size)
6
849/0-8-0 (min. 0-1-8)
2
1117/0-8-0 (min.0-1-8)
Max Horz
:2
390(LC 12)
Max Uplift
6
-319(LC 9)
2
-375(LC 12)
Max Grav
6
849(LC 1)
2
1117(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less:except
when shown.
TOPCHORD
2-3=-1 161/548, 3-4�1 035/808,
4-5=-867[783, 5-6=-795[718
BOTCHORD
2-11 =-804/883, 7-11 =-804/883
WEBS
3-7=-452/592, 5-7=-937/1027
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL
7.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Ot--lb) 6=319, 2=375.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
8) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and 1/2" gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
Dead Load Defl. = 3/16 in
PLATES GRIP
MT20 244/190
Weight: 81 lb FT = 10%
41 sit *0 loci a IsIlk Muss, L b4int. thesis &—Is, "'fieti,TA.1
Ise V4.4 By TO"p'"'es a mrw a Its Its i!fail i.TktTDDta1j,,q.TPH. Anthony T. Tombo 111, P.E.
IT At MI. Thelp 19 111 IDD W., Wine dti, lies, Wing b.1114 slielf, 1.1hudal W hisil A'S I. ski 280083
1iih.Ed*;2ts:rA:WUsTTV#T. III TV's Seim W Woo W I.Q.1 (Mlmw hfelh*300' wirldlistilly TF1 �A 510, 4451 St. Lucie Blvd.
Fort Pierce, FL 34946
Copyriijbi 0 21116 A-) Roof hoists - Anthony T. Tombs Ill, P.E. RepodusEtion olthis dDounieni, in any hiso, is istobibiled without [be riffen pennissin hom A-1 Roof Trusses -Anthony L Tornbo Ill, P.I.
Job
Truss
Truss Type
Qty
Ply
WPRHTFA
VO4
VALLEY
A0012891
Job Reference (optional)
00 rmf—' rs� �z;40' UUb;y1jsUjd 1 iruss.curn Run: 8.i2Fj s Nov i2 20i t Frint: 8.12U S NOV 12 Z017 MiTek Industries, Inc. Tue May 22 14:40:36 2018 Page 1
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-IHSbG3GApkhFmFcgjwcXqOsWgredu?U8mQftLvSzDwzP
2-0-0 4-0-0
2-0-0 2-0-0
6.00FI2 2 3x4
1
9
C,
't
.6
6
-
-8
2x4
4-0-0
3-11-8
W -Z�,
Plate Offsets (X,Y)—
[2:0-2-0, Edge]
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in (loc)
1/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
�TC 0.09
Vert(LL)
n/a -
n/a
999
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
BC 0.35
Vert(TL)
n/a -
n1a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL)
0.00 3
n/a
n/a
BCDL 7.0
Code FBC2014rrP]2007
Matrix-P
Weight: 10 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-0-0 oc
Pu'rlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and requi e
n
cross bracing be installed during truss erection
accordance with Stabilizer Installation
REACTIONS. (lb/size)
1 151/3-11-0 (min. 0-1-8)
3 151/3-11-0 (min.0-1-8)
Max Horz
1 -17(LC 10)
Max Uplift
I -50(LC 12)
3 -50(LC 13)
Max Grav
I 296(LC 28)
3 296(LC 29)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf-, BCDL=4.2psf: h=25ft;
Cat. 11; Expr C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3). Gable requires continuous bottom chord bearing.
4) This truss has been designed f.or'a 110.0.psf bottom
chord livq.load nonconcurient with any other liveloads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all 6reas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 3.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
tuas a lus4ris NIP 11.1011—M lifetu! Attlitf."� as K�01`
".2d., q Anthony T. Tombo ITT, P.E.
.ktilr4fissiluarwi1q; no ruponsiW41.7 dhe O.W., fit O'N"s 840ad rem"ne 94NDIew—fa fit Iwo d1h (It at V ad
480083
fro Wfal Wip" .160'.Urr. '11"Id W.A. "Alm. .4 24 F'ftj "1 4
9. is .124 If ad. For's, h'Avd. it! T"is Drop f.�Wfo 111 fit Irlial Nsipfo? lw$ sphat fq�mtr d Uf W611, V uluslad 1,15s Us is Ithwim 741. 4451 St. Lucie Blvd.
Zt (Opyfighl V 2016 A-1 Real Trusses - AnthomyT. Tomb 111, P1, Repioducion, a] [his sicturntal, in any form, is pichibitts] wilhoul 1h tviiflen Fvmiision from A -I [DOI Trusses - Anshany L Tomb 111, P.E. For', Pierce, FL 34946
Job
Truss
Truss Type I
Q ty
ply
A0012892
WPRHTFA
V08
VALLEY 1
1
1
�
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
C
91
c:`
2x4 -::-
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:37 2018 Page 1
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-DTO—ToHpa2p6NPBMHd7mNDPdvF—zdRLI?3PaSuzDwzO
8-0-0 1
LOADING (pso
SPACING-
2-0-0
CS1.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.38
TCDL
28.0
Lumber DOL
1.25
BC 0.35
BCLL
0.0
Rep Stress Incr
YES
WB- 0.09
BCDL
7.0
Code FBC2014/TP12007
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 1 0-M oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in i
accordance with Stabilizer Installation guide. I
REACTIONS. (lb/size)
1
196/7-11-0 (min.0-1-8)
3
196/7-11-0 (min.0-1-8)
'Ir
350[7-11-0 (min.0-1-8)
Max Horz
I
-42(LC 10)
Max Uplift
I
-84(LC 12)
3
-91 (LC 13)
4
-79(LC 12)
Max Grav
1
322(LC 29)
3
322(LC 31)
4
428(LC 30)
FORCES. (lb) I
Max. Comp./Max. Ten. - All forces 250 (lb) or les� except
when shown.
WEBS
2-4=-291/302
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h--25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions.shown; Lu�nber
DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10,0 psf bottom
chord live load nonconcurrent with any other live loads.
44 =
1.5x4 11
8-0-0
2x4 --
DEFL. in (loc) I/defl L/d PLATES GRIP
Vert(LL) n1a - n/a 999 MT20 244/190
Vert(TL) n/a - n/a 999
Horz(TL) 0.00 3 n/a n/a
Weight: 25 lb FT = 10%
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 3, 4.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
A& 11 1['3fIIu1S[SrSf1[!r1 I= L 11.1.10-1 C1.510svilinw. N TIAO
ILI ftltik As Well Anthony T. Tornbo It-, P.E.
14""fit . Dt L44 Dmpy'fl Is, loctodef lictil [K mitt 1904fjid-ITITI. 80083
In W" "W ...5, IN, Wnt rks.sl rt"Ien'!b"q can.'ri Soot to,,, im. T.V) P610d Ijil W We 0, 'o� 4451 St. Lucie Blvd.
hns Nsip 13'h, W&I Wpm, TIns Slstul fq�mrd �Wfaj. CluqUiA Irm " In firud is T111. For-, Pierce, FL 34946
Zt (apysight 0 2016A-1 Re -of Trusses -AfithenyT.Umbo III, P1 Reploduvion d ibis documat. in Boy Term, is pabibiled st"thoel [be iniven Feltnission [role A-1 Real Ilussts - AnIhanyt Tourbo 111, P.E.
Job Truss Truss Type Qty Ply
WPRHTFA V12 GABLE 1 1 A0012893
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FIL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:38 2018 Page 1
ID:uMNtX8MFQzqGeY]mYwnqyHzGc8X-hfaMhk[RLLXZ?ZmYrKe.?WRynWfGjMv4REjgv?LzDwzN
4-4-8 7-7-8 12-0-0
4-4-8 3-3-0 i 4-4-8
1
C�
C,
3x4 = 1.5x4 11 3x4
2 3 4
4x4 7 6 8
1.5x4 11 4x4
LOADING (psf)
SPACING-
2;0
1 CSL
DEFL.
in (loc)
I/clefl
L/d
TCLL 20.0
Plate Grip DI 3L
�2
TC 0.38
Vert(LL)
n/a -
n/a
999
TCDL 28.0
Lumber DOL
1.25
BC 0.63
Vert(TL)
n/a -
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.06
Horz(TL)
0.01 5
n/a
n/a
BCDL 7.0
Code FBC2014/TP12007
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 9-4-10 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance wifth Stabilizer I
REACTIONS. (lb/size)
1 423/12-0-0 (min. 0-1-8)
5 423/12-0-0 (min. 0-1-8)
6 336/12-0-0 (min. 0-1-8)
Max Horz
1 -47(LC 10)
Max Uplift
1 -170(LC 12)
5 -173(LC 13)
6 -67(LC 9)
Max Grav
1 460(LC 29)
5 460(LC 31)
6 433(LC 30)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-2=-581/556, 2-3=-482/592,
3-4=-482/592, 4-5=-581/556
BOTCHORD
1-7=-384/447, 6-7=-384/447,
6-8=-384/447, 5-8=-384/447
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf*, BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces 8, MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=11.60
3) Provide adequate drainage to prevent water
poncling.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom
live load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 6 except at=lb) 1=170, 5=173.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
Weight: 37 lb FT = 10%
I
103HIMESISItu011ul ]ENS& couM#S(n, T.h0op"ew "I
Anthony T. Tospbo 111, P.E.
4? 80083
4451 St. Lucie Blvd.
Zt (opy4ght-0 2DI6 A -I Roof Trusses -Arflomy T. lombe III, P1 RtFloductim: of ffis dorumat, in coy form, ispiobibiled wilhoo ]he wtirren permission Item A-1 Roo] Trusses - Aflihay T. Tombo III, P.L Fort Pierce, FIL 34946
10
Job k
Tru s
Truss Type
Qty
ply
WPRHTFA
VM03
VALLEY
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com
c�
0
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:39 2018 Page 1
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-9r7ku4l36f3qdjLkO29ESeUOE3iE5MEaSNuhXnzDWZM
2-9-8
2-9-8
2
2x4 -:�-
1.5x4 11
LOADING (pso
SPACING-
2-0-0
CS1.
DEFL.
in (loc)
I/defi
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.13
Vert(LL)
n1a -
n/a
999
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
BC 0.23
Vert(TL)
n/a -
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL)
0.00
n/a
n/a
BCDL 7.0
Code FBC2014frPI2007
Matrix-P
Weight: 9 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-9-8 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1
111/2-9-0 (min.0-1-8)
3
111/2-9-0 (min.0-1-8)
4ax Horz
1
63(LC 12)
Max Uplift
I
-28(LC 12)
3
-60(LC 12)
Max Grav
1
271 (LC 24)
3
271 (LC 25)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult--170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=11.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
1) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas, where ia
rectangle 3-6-0 tall by 2-0-0,wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) pf truss to
bearing plate capable of withsianding 100 10 u ; plift at
joint(s) 1,
6) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Js�qhf!n tlislp 11 fit 0311 Ifni Anthony T. Tonsbcs 11' 1, P.E.
80083
to Irr, A tOn imlod. 110iss Dnip is 43, fi, Usliq Dnirr'v 11"s Spin a, Waif. All ujidbld W.5 am ftw is"11 1. 4451 St. Lucie Blvd.
for Foil, Pierce, FL -34946
Zt (opy;iffhi 0 2016 A-] Roof frosses - katbany F. Isiah 111, F1 Riptodurka of 1his damnotot, in any form, is prohibited wilho.1 1h witins permission [to. A-1 Rival hassas - Anlbozy Ll000bo fit, P.L.
Job
Truss
Truss Type
Qty
Ply
WPRHTFA
VM05
VALLEY
I
I
A0012895
Job Reference (optional) F.
CC) 55eS, FUI L rlal6a, FL ��O, UUWgFI(U_)a III
'i
9
0
111. mull. o. izv b imuv I,& zuii rnni: n. izu s Nov izeui t miteK inaustnes, Inc. lue May22 14:40:39 2018 Page 1
ID:uMNtX8MFQzqGeY]mYwnqyHzGc8X-gr7ku4l36f3qdjLkO29ESeUv83dF5MEaSNuti*XnzDWZM
4-9-8
4-9-8
4 3
2X4 -�- 1.5x4 11
LOADING (psf)l
SPACING- 2-M
CS1.
DEFL. in (loc) I/defi Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.58
Vert(LL) n/a - n/a 999
MT20 244/190
TCDL 28.0
Lumber DOL 1.25
BC 0.55
Vert(TL) n/a - n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) 0.00 n/a n/a
BCDL 7.0
Code FBC2014frPI2007
Matrix-P
Weight: 17 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-9-8 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1
221/4-9-0 (min. 0-1-8)
3
221/4-9-0 (min. 0-1-8)
Max Horz
1
125(LC 12)
Max Uplift
1
-56(LC 12)
3
-1 19(LC 12)
Max Grav
1
341 (LC 24)
3
341 (LC 25)
FORCES. (lb)
Max. Comp./Max. Ten. - AJI forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-234/317
NOTES-
1) Wind: ASCE 7-10; Vult--170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf,* BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;b-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for'a 10.0 psf bottom
chord live load noncon ' current with any other liveloads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle .3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1 except at=lb) 3=1 19.
6) This truss has been designed for a moving
concentrated load of 200.Olb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
I,,* is,.;&jTs1tMs 1.1 Ital'sils tus 'M3 Dair DM'1ql['0k1VAfr IE5M 1. 6.11 RPL 11hT.1 S.fl J1411 11. k1tlSdjlj Idage otr�k oly
Anthorly T. Tombo III, P.E.
.k'49ji I"Is lffaql"l :' t- lqonwoy d he cw'fit [i fil two,-, 9 111 11�fil 91"ilt his,I)ANis314 .1 M-1.
80083
4451 St. Lucie Blvd.
Zt (opyliobf C 2016 A -I Rool Trusses - Antbasoy 1. Tomb III, P.I. litinodinlitnt ol This datomeni, in any lonal, is inaltibired without the wiflon ls�irnissioa hem A -I goof basses - Anthony T. lornbo III, F.I. For' , Pierce, Fl. 34946
Job I
Tru s
Truss Type
Q ty
ply
A0012896
WP RHTFA
VM05A
VALLEY
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:40 2018 Page 1
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-d2h65QJhtzBgEtwxy]hT?sl2qTxvqpUkhldE3DzDwzL
5-0-0
C?
C,
4 3
2X4 1.5x4 11
LOADING (psf)
SPACING-
2-0-0
CS].
DEFL.
in (loc)
Well
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.65
Vert(LL)
n/a -
n/a
999
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
BC 0.59
Vert(TL)
n/a -
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL)
0.00
n/a
n1a
BCDL 7.0
Code FBC2014/TPI2007
Matrix-P
Weight: 17 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc
purlins, except end vertiGals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 232/4-11-8 (min.0-1-8)
3 232/4-11-8 (min. 0-1-8)
I�ax Horz
1 131 (LC 12)
Max Uplift
1 -59(LC 12)
3 -125(LC 12)
Max Grav
1 348(LC 24)
3 348(LC 25)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
whenshown.
TOP CHORD
2-3=-246/333
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed. for'a 10.0 psf bottom
chord, live load nonco,ncurrerit with any other liveloads.
4) * This truss ha s been designed for a. live load of
20.Opsf on the, bottom chord in all areas where a
rectangle 3-6-0 tall by 2'0-0 wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1 except at --lb) 3=1 25.
6) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
THYi0plYnool 04 Tal Wes " dis T.,s Dolle ICZiedni loeol T.Tal. ULIL fewsu- SNetiotof e. ly.,q 0.csf 'no'd -2f 1111, jet,-
M&I—ew Ito's W 1, "edrof'.1210tWit Anthony T. Tombo 111, P.E.
w1wardsirosleraqw1m is lot "po'l �b TV see we fielbsts! N Tress, WKj W.1 0083
W. so W nIM 01111I,W�d .1 P.41t 11% VablJf, (.,.WSooj jd-0.(11,qr41W i!ltl .1 SM .. tefff VeI-.dj4M
4451 St. Lucie Blvd.
Fort Pierce, FL 34946
Zt (appighi IV 2016 A-] Real hasses - kenbDay 1. lombe HL P.f. lepiodulian of this dofoment, in any fuss, is pichiEttil without the witlese peemissioe Item A -I Roof hasses - AsIbuy T. Tomb III, F.I.
, k
Job
Truss
Truss Type
Qty
Ply
WPRHTFA
VM07
VALLEY
A0012897
Job Reference (optional) -j
A i Hud i ru55es, Furi Pierce, FL 34946, design@ai tr
CD
3x4 ��
MUH. cs-izu s Nov jzzuit t-nni: U.IZUS NOVI Zzu-i t firiiiel( inaustnes, Inc. I ue May 22 14:40:41 2018 Pagel
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-5EFUJmKJeGKXsI U7wTCIX3aEEsC!ZGjtwhwibgzDw7K
6-9-8
6-9-8
4x4 11
2
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL. in (loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.61
Vert(LL) n/a - n/a 999
MT20 244/190
TCDL 28.0
Lumber DOL 1.25
BC 0.94
Vert(TL) n/a - n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) 0.00 n/a n/a
BCDL 7.0
Code FBC2014/TP12007
Matrix-P
Weight: 24 lb FT = 10%
LUMBER -
TOP CHORD 2X4 SP 240OF 2.OE
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-9-8 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1
331/6-9-0 (min. 0-1-8)
3
331/6-9-0 (min. 0-1-8)
Max Horz
I
187(LC 12)
Max Uplift
1
-84(LC 12)
3
-178(LC 12)
Max Grav
1
411 (LC 24)
3
411 (LC 25)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-341/450
NOTES-
1) Wind: ASCE 7-10; Vult=l 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurr'ent with any other live loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by,2-6-0 wide will fit between the
bottom chord and any other'merrideirs.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1 except at --lb) 3=1 78.
6) This truss has been designed for a moving
concentrated load of 200.Olb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
kafq otoM., 1,616
Anthony T. Tornbo 11' 1, P.E.
Wfn; u4.1Tft 1.
80083
4451 St. Lucie Blvd.
Zt (oprigbi 0- , 2016 A -I goof Irosses -Aaftay I. lonba III, U RepickIfID11 Of IHS d0fORIHI, in any (aim, is plobiUd w4houl *,a w0aa peomission hont A-1 Roof Tousses - AnIhany L Tomb III, P.f. Fort Pierce, FIL 34946
Job
Tru s
Truss Type
Qty
Ply
A0012898
WPRHTFA
VM09-
VALLEY
1
1
L'b
Reference (optional)
All Roof Trusses, Fort Pierce, FL 34946, design@al truss.com
LOADING (psg SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 28.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 7.0 Code FBC2014/TPI2007
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
S ' tructural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. Qb/size)
-79/8-9-0 (min. 0-1-8)
266/8-9-0 (min. 0-1-8)
5
695/8-9-0 (min. 0-1-8)
Max Horz
1
249(LC 12)
94ax Uplift
I
-134(LC 24)
4
-143(LC 12)
5
-375(LC 12)
Max Grav
1
168(LC 12)
4
369(LC 27)
5
695(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-581/278, 3-4=-265/337
WEBS
2-5=-692/883
NOTES-
1) Wind: ASCE 7-10; Vult--170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=4.2psf;'h=25ft;
Cat. It-,.Exp C; Encl., GCpi=0.18; MWFRS.(envelope)
and d-C ' Exterior(2) zone; cantilever left and righi
exposed ; end vertical left expdsed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord, bearing.
W '�� 6
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:41 2018 Page 1
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-5EFUJmKJeGKXs1 U7VVTCiX3aB3sG6ZCdtwhNnbgzDwzK
3x6 11
8-9-8
1.5x4 11
3
1.5x4 11
CS1.
DEFL.
in (loc) I/defi
Ud
TC 0.81
Vert(LL)
n/a - n/a
999
BC 0.65
Vert(TL)
n/a - n/a
999
WB 0.26
Horz(TL)
0.00 n1a
n/a
Matdx-P
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Ot--lb) 1 =1 34, 4=1 43, 5=375.
6) Thi truss has been designed for a moVing
concentrated load of 200.011b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 33 Ib FT = 10%
110.9 -Ew. ftwolum. at -it Icnillum i-saartiiot um ActioKU0.1w foa, s onip le-1 1. 11.10 a. FL 1&'. S5,11 10.1 m. Mrs C.-i" ve"doN M� W,
WerfUl. Zv'ty Anthony T. Tornbo 111, P.E.
4 80083
An DO 4451 St. Lucie Blvd.
Fort Pierce, FL- 34946
ZE (apt,jigbi V 2016 A-) Real Trusses -Aaboayf. Tomba [It Uletuedudian a] this dafurntot. in any fam, is piobibited Without the witlea peemissios from A-1 loci Trusses - AnIbAy L Tambo III, U
Job
Truss —
Truss Type
Qty
Ply
WPRH1-FA
VM1 1
VALLEY
1
1
A0012899
Al PnnfTn-- P�� D;.,.
F1 —�An— A-- —41 ----
-- —
—
Job Reference (optional) i-
C,
�Ui—.i4ub imuv iz /vi7 Print 8.i2Cjs Nov izzuit iviiek Inaustnes, Inc. TueMay2214:40:422018 Pagel
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-aQpsW6LxPaSOUA3J4Ajx4H6NXGcglgOl9L(IL86zDwzj
10-9-8
10-9-8
1.5x4 11
3
3x4 6 5 7 8 4
1.5x4 11 1.5X4 11
LOADING (psf)
SPACING-
2�0 0
C9'-
DEFL.
in (loc)
I/clefl
L/d
TCLL 20.0
Plate Grip D( 3L
�5
TC 0.77
Vert(LL)
n/a
n/a
999
TCDL 28.0
Lumber DOL
1.25
BC 0.70
Vert(TL)
n1a
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.25
Horz(TL)
0.00
n/a
n/a
BCDL 7.0
Code FBC2014[TP12007
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
pprlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
I
cross bracing be installed during truss. erection , in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1
125/10-9-0 (min. 0-1-8)
4
266/10-9-0 (min. 0-1-8)
5
711/10-9-0 (min. 0-1-8)
Max Horz
1
311 (LC 12)
Max Uplift
4
-143(LC 12)
5
-383(LC 12)
Max Grav
1
280(LC 25)
4
369(LC 27)
5
711 (LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-2=-566/272, 3-4=-257/318
WEBS
2-5=-686/851
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=O. , 18; MWFRS, (envelope)
and C-C Extedo.r(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous boftom,chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members, with BCDL
7.0psf.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Ot--lb) 4=143, 5=383.
6) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 43 lb FT = 10%
D"'P W nay NO 1,plw, .."e 0 ne ploma, ftp dim sint, TIMS hjim.%eta Ad?, Wa 111-1. N. hsij. 1.bj —f.Nn� ive.;�!hq
Anthony T. Tornbo 111, P.E,
'low, sonlmtm
7 atrm. 11RI-di-dw. 180083
lh LIS$ Dolp bf�, 4 Ali lidnifin Mipmrllw Sysin En:nvo it! W161. lguribiL 4451 St. Lucie Blvd.
41folut.sidaii,741. Foff Pierce, FL 34946
Zi (opirigll 0 2016 Al Roof Trusses - Anilmay L Imnbo 111, P1 Repiodmimn of ibis dDomal, in any Win, is Flobibiltd wilhoul [he w1inen Felmislioa hem Al Roof Trusset - Anihmay 1. fambo [I), P.L
Job
ru S
Truss Type
Qpy
Ply
A0012900
WPRHTFA
VM13
GABLE
1
1
Job Reference (optional)
a
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 1 : 0: ge 1
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-2dNFkSLZAuaF5KeWduEAdUfa3g_al7iAN?sugYzDwzI
10-10-8 1 2_9 8
10-10-8 1_jj�
46 1.5x4 11
3x4 �- A 7 9 6 10 5
1.5X4 11 1.5x4 11 1.SX4 11
12-9-8
12-9-8
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL. 'in (loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.59
Vert(LL) n/a - n/a 999
MT20 244/190
TCDL 28.0
Lumber DOL 1.25
BC 0.52
Vert(TL) n/a - n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.23
Horz(TL) 0.00 6 n/a n/a
BCDL 7.0
Code FBC20-14/TP12007
Matrix-S
Weight: 56 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 12-9-8.
Qb) - Max Horz
I= 319(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s)
5 except 7=-367(LC 12), 6=-200(LC 12)
Max Grav
All reactions 250 lb or less at joint(s)
5 except 1 =308(LC 26), 7=674(LC 1),
6=533(LC 2)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
whenshown.
TOPCHORD
1-2=-517/244
WEBS
2-7=-629f757. 3-6=-416/494
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf: h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ppnding.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0, psf bottom
chord live load nonconcurrent with any otHer live loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, wifth BCDL
7.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5 except at --lb) 7=367, 6=200.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
I L4 pdmr,'a rh 90p 0 �A OnIf Twn h-1 M— L-1t) Wn Ril. Anthony T. Tombo 111, P.E.
80083
4451 St. Lude Blvd.
Tit "'m Mir* h�—' Is kN fit IQq06puv 7,�Opftq Mmusilly 14fin. A11.)1VUd lvmj 91 .1 idni 4TV. Fort Pierce, FL 34946
Zt (apytight 0 2016 A -I Roof Ifusits - Arflony 6.0'mbo III, 1`11EFICIattion dihis dofumfftl�in any famispichibittrI withounfiewirrenfelmission 110MA-1 IDDI husses- AnADDY1.70mbo if), P.E.
Job
Truss
Truss Type
Ply
WPRHTFA
VM15
VALLEY
AOG12901
Job Reference (optiional)
0 1 1 UDSUS, FUJI L ff�iUl lAr, rL uesignqva i truss.com Run: mzu s Nov 12 2ui t linnt: 13.12U s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:43 2018 Page I
ID:uMNtX8MFQzqGeY]mYwnqyHzGGBX-2dNFkSLZAuaF5KeWduEAdUfaFgjl7WAN?!t,JgYzDwzI
10-10-8 14-9-8
10-10-8 3-11-0
4x6 = 1.5x4 11
3x4 �- 8 7 9 6 10 5
1.5x4 11
1.5x4 11 1.5X4 11
LOADING (psq
SPACING- 2-0-0
CS1.
DEFL. in (loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.58
Vert(LL) n/a - n/a 999
MT20 244/190
TCDL 28.0
Lumber DOL 1.25
BC 0.56
Vert(TL) n/a - n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.24
Horz(TL) 0.00 5 n/a n/a
BCDL 7.0
Code FBC2014[rPI2007
Matrix-S
Weight: 62 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
.BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or I 0-M oc bracing.
MiTek recommends that Stabilizers and requireq
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 14-9-0.
Qb) - Max Horz
1= 319(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s)
5 except 6=-1 99(LC 12), 7=-369(LC 12)
Max Grav
Al I reactions 250 lb or less at joint(s)
except 1 =31 1 (LC 26), 5=307(LC 29),
6=616(LC 2), 7=672(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (1b) or less except
when shown.
TOPCHORD
1-2=-490/228
WEBS
3-6=-452/504, 2-7=-615[723
NOTES-
1) Wind: ASCE 7-10; Vult--1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp, C; Encl., GCpi=O.l 8; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.6 , 0'
2) Provide adequate drainage to prevent water ponding.
3) Gable requirescontinuous bottom chord bearing.
4) This truss has been designed for a 10,0 psf bottom
chord live load nonconcurrent with.any other live loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL
7.0psf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5 except 6t=1 b) 6=1 99, 7=369.
7) This truss has been designed for a moving
concentrated load of 200.Olb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
4" ill' --7 r] Ity-seur ar1M1-Uu1$f it, hilp de" 'hali Tress ijuniia;kel'a Wy, du, 141, Tk-- irsip rimpets, jol,�Alq Anthony T. Tombo 111, P.E.
80083
Till
4451 St. Lucie Blvd.
Zt (5pyrii9bI C 2016, A-1 Rooffrusses - Whomy 1, Took 111, 1`1 feirioduction . of this dmartal, in any form, is pDhibiW wilhoul *,a wrillim permission from A -I loof Trusses - AnlhomyL Tombe 111, P.L Fort Pierce, FL 34946
Job
Truss
Truss Type
Q ty
ply
A0012902
WPRHTFA
VM17
VALLEY
1
1
�
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FIL 34946, design@al truss.com i Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:44 2018 Page 1
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X-WpxdxoMCxBi6jUDiBbIP9hBkt4JhmZ4KcfbSC—zDwzH
10-10-8 16-9-8
10-10-8 5-11-0
5x6 3x3 11
3 4
I
Ki
3x4 '5-- 9 1 8 10 7 6 11 5
1.5X4 11
1.5x4 11
2X4 11
0-6-8
1
16-9-0
1
LOADING (psf)
SPACING-
2-M
CS1.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.65
Vert(LL)
n/a -
n/a
999
MT20 244/190
TCDL 28.0
Lumber DOL
1.25
BC 0.60
Vert(TL)
n/a -
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.28
Horz(TL)
0.00 5
n/a
n/a
BCDL 7.0
Code FBC2014/TPI2007
Matrix-S
Weight: 68 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 16-9-0.
Qb) - Max Horz
1= 319(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s)
except 5=-1 31 (LC 8), 6=-219(LC 9),
8=-369(LC 12)
Max Grav
All reactions 250 lb or less at joint(s)
except 1 =319(LC 26), 5=388(LC 29),
6=735(LC 2), 8=655(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) odess except
when shown.
TOPCHORD
1-2=-455/201, 4-5�263/221
WEBS
3-6=-536/549, 2-8=-591/683
NOTES-
1) Wind: ASCE 7-10; Vult=l 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
D OL=1.6 ' 0 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load. nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL
7.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 131 lb uplift at
joint 5, 219 lb uplift at joint 6 and 369 lb uplift at joint 8.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
FIM AP;1 pIrnVes .1 asi nits is &i Tins Dorm c—iq mq ni --�- tary I. rii. ip. ri s(funa sno Ith't
A5 I Nis Nip b3w.� of "d a .11,61 Ity."m . -1W Of pron"ka! it, dmip d 6, Oil, Toris blesil. !t K-1 PJ!, Hie Rif. Anthony T. Tombo III, P.E.
80083
N"r5p., .1 ims ii.d'eire' "sltis 4451 St. Lucie Blvd.
div.i. Idsid I.. WkNkisrd q. 4 wsitin 4 iif'Wl. In Tw Nstp EqW is 1,31 is, I." otsipe, r T.. sphis f"e.1 u, W&J, 11 (iiiinhal 1-5 mi iffini 1. Ift 1. — Fort Pierce, FL 34946
(opy;i9bf V 2016 A-1 Roof Inisies - Anthony 1. lombe UL P1 Replodation a] [his domintni, in coy fom is piobibiltil withoul [be .,into ptimissio. hons A-1 final hasses - Anihony I. lootbo III, Isl.
Job
Tru s
Truss Type
Qty
Ply
WPRHTFA
VM17A
VALLEY
1
1
A0012903
Job Reference (optional)
Al Roof Trusses, Fort Pierce, Fl- 34946, design@al truss.com
I
Cd
A
4x6 =
6.00 F1 —2
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:45 2018 Page 1
ID:uMNtX8MFQzqGeYlmYwnqyHzGc8X--?V?98NqhVqzLeoulJGeivkvsUf—V25TrJLt'IRzDwZG
16-6-8
11-11-8
1.5x4 11
3x3 11
3x4 9 8 10 7 6 11 5
1.5x4 !I 3x4 1.5x4 I I 3x3 I!
0 -8
16-6-8
OV
16-6-0
LOADING (psl]l
SPACING-
2-0-0
CS1.
DEFL.
in (loc)
I/defi
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.70
Vert(LL)
n/a -
n/a
999
MT20 2441190
TCDL 28.0
Lumber DOL
1.25
BC 0.59
Vert(TL)
n/a -
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.17
Horz(TL)
0.00 5
n/a
n/a
BCDL 7.0
Code FBC2014/TPI2007
Matrix-S
Weight: 57 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SIP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 16-6-0.
(lb) - Max Horz
I= 124(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s)
I except 5�1 01 (LC 9), 6=-305(LC 8).
8=-184(LC 9)
Max Grav
All reactions 250 lb or less at joint(s)
except 1 =337(LC 26), 5=364(LC 29),
6=741 (LC 1), 8=533(LC 27)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
3-6=-655/566, 2-8=-430/440
NOTES-
1) Wind: ASCE 7-10; VuIt--1 70mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1 except at --lb) 5=101, 6=305, 8=1 84.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Anthony T. To
subcs 111, P.E.
tmqm54111y ft C.., 6, Owsr's prisilod vpdv.fWtj Gto;w, h 6, Wetl Its 11� th UWN W bilkajith WINI, 80083
4451 St. Lucie Blvd.
I'm onipbfm is 01 r. W1141 spho E.I]�d. W64. 11sapium IV's —, OW 41FIT. Fort Pierce, --L 34946
ZI Upriiqlsl Z) 2016A-1 goal Trams - Anthony L hinto III, P1 dotuantnt, in any form, is pidibittil wilhool te w6ren peirnissioa from A-1 goal hassrs - Apthany I. Tomb 01, U
4
JANUARY 17, 2017 TYPICAL HIP KING JACK CONNECTION STDTLO1
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
7 -10 Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946 Att h King Jack w/ (3) 16d Toe
' 'a
772-409-1010 "��Naic
Is @ TC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
Attach End Jack's
w/ (4) 16d Toe Nai Is @ TC
& (3) 16d Toe Nails @ BC
X
:5
C:)
- I
r1-
ttach Corner Jack's
d (2) 16d Toe Nails
@ TC & BC (Typ)
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TC &
BC (Typ)
*.*I - Fr." fm;jy.!"4. 6! 'A I g [was =�A
�161 miffinr. 10,11411tal A: Anftnv T� Tombo III, P.E.
,fo 80083
Z b, 1=4 v 4451 St. Lucie ilfvd,
Fort Pierce, FL 34946
4podraia 014 her. A-] upj.
FEBRUARY 17, 2017
ALTERNATE GABLE END BRACING DETAIL
STDTL03 '
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
I' - 3' MAX.
DIAG ' BRACE
AT 1/3 POINTS
IF NEEDED
IT IS THE RESPONSIBILITY OF THE BLDG.
DESIGNER OR THE PROJECT ENGINEER/ARCHITECT
TO DESIGN THE CEILING DIAPHRAGM AND ITS
ATTACHMENT TO THE TRUSSES TO RESIST ALL
OUT OF PLANE LOADS THAT MAY RESULT FROM
THE BRACING OF THE GABLE ENDS.
HORIZONTAL BRACE
(SEE SECTION A -A)
END WALL
TRUSSSES
24' OZ.
2X6 DIAGONAL BRACE SPACED 48'
D.C. ATTACHED TO VERTICAL WITH
(4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 10d COMMONS.
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH. FASTEN PURLIN TO BLOCKING
W/ (2) - l6d 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) -
10d 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. SCA13S ARE TO BE OF THE SAME
SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. SCAB ALONG
NAILING SCHEDULE: VERTICAL
- FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (131'
X 3') NAILS SPACED 6' D.C.
- FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
(.131'X3') NAILS SPACED G' D.C. (2X4 STUDS MINIMUM).
STRUCTURAL
GABLE TRUSE
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI
BRACING METHODS SHOWN ON PAGE I ARE VALID
AND ARE TO 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
STUDS
ARE NOT ADDRESSED HERE.
STANDARD GABLE
TRUSS
UKAL
TRUSS
T"n
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.
STANDARD PIGGYBACK TRUSS
JULY 17, 2017 STDTL04
CONNECTION DETAIL
THIS,bETAIL 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- D.C. OR LESS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
PIGGYBACK TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION.
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.
(PURLINS AND CONNECTION BY OTHERS)
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASE TRUSS INFORMATION.
w I'l N -1.1 yal Irmw plumixom lam$ tlQx*mpCi5 Vol ovp p-mrs ow"wom mfim�Tmi ;,—p it, I' t hzi. ap ! fA,,xo Uww�mt,
"Jm wjs�" d 0 ro r4uh. MI. N
Anthony T. Tombo 111, P.E.
7!
tmsd�wq Wit 6o"makft
t �8000,
it, 6';�_
4451 St. Lucie 01,A.
7 mlfi 4. pr �1" SiE "r mw�f J;vrffti�i. Fort Pike, FL 34146
m 0—tu
" �ty
'p
JULY 17,2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED
STDTI-05
A-1 ROOF TRUSSES
4451 ;T I t iflIF Rl vn
FOF
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3" X 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 EXCEED 48" O-C.
3P
-E END, COMMON
3S, OR GIRDER TRUSS
TRUSS CRITERIA:
SECURE VALLEY TRUSS
W/ ONE ROW OF 1 Od
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
NAILS 6" O.C.
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSUREC
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24"O.C. (BASE AND VALLEY)
x
SYP TO THE ROOF W/ TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
WS45 (1/4- X 4.5-) WOOD SCREWS
gz--j
INTO EACH BASE TRUSS.
r-%E7—r A 11 A
tvmfl.liq ru 0.m -*m 0-
ArAovyLT6boIII,F.L
� I Assthon�.T- Tombo'lllj Ii.t.
is . 445f.SL'LudeBIW..
P� FL: 34 9'416�
FE.EkUARY 5, 2018
A-1 ROOF TRUSSES
4451 ST * LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
SECURE
W/ (
VALLEY TRUSS
(TYPICAL)
TRUSSED VALLEY SET DETAIL
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
(NO SHEATHING) N.T.S.
1\ Iii.IL?Wo",.-O,,Pi�.ot'14rAlli�Sk5iVtt9),c�.i:litI
GENERAL SPECIFICATIONS:
STDTI-06
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 INDIVILIAL DESIGN
DRAWINGS.
5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT
TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
6. NAILING DONE PER NDS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48"O.C.
P F 1-2
SEE DETAIL"A"
BELOW (TYP.)
BASE TRUSSES
GABLE END, COMMON
TRUSS, OR GIRDER
VALLEY TRUSS TRUSS
(TYPICAL)
W:ND DE=N PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
W ND DES GN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3112 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
ATTACH 2X4 CONTINUOUS #2
MAX TOP CHORD TOTAL LOAD = 50 PSF
SYP TO THE ROOF W/ TWO USP
MAX SPACING = 24- O.C. (BASE AND VALLEY)
WS3 (114- X 3-) WOOD SCREWS
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
INTO EACH BASE TRUSS.
Anthorri L'Tombu 111. P.E.
D 081
u
4451, 4t.81- de 8)vd.
Fort Pieice, FIL 34946
foil
lowurf, it apy fom is pohillied w;i;bsw iteiv' men pmvWon bom Al III, PE
JULY 11,,ZU_1f (HIGH WIND V-ELOCITY). STDTL07
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FIL 34946
772409-1010
ATTAC
W�ND DESIGN PER ASCE 7-98, ASCE 7-C
W ND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY 11 BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE: 1
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24"O.C. (BASE AND VAI
SUPPORTING TRUSSES DIRECTLY UNDI
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 SPF-S 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 6/12 PITCH NON -BEVELED
I BOTTOM CHORD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12/12 PITCH)
- jhsi*_f
qh'
HN
4451'St Lude Blvd.
Foc-pietb?, R 34946
I IFE'BRUAV17,2017 I STANDARD GABLE END DETAIL I STDTLO8 I
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
7i; VERT
STUD
SECTION B-B
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010 TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
u DIAGONAL BRACE 4' - 0' D.C. MAX.
l"ou"m,
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
VERTICAL
2X6 SP OR SPF
STUD
#2 DIAGONAL
BRACE
(4) - IGOJ
NAILS
16d NAILS
SPACED G' D.C.
(2) 10d NAILS
INTO 2XG
2X6 SP OR
SPF #2
2X4 SP OR
SPF #2 --iPTYPICAIL
HORIZONTAL
BRACE NAILED TO
2X4 VERTICALS
SECTION A -A
W/(4) - 10d NAILS
12
PROVIDE 2X4 BLOCKING BETWEEN
THE FIRST TWO TRUSSES AS NOTED.
VARIES TO COMMON TRUSS
TOENAIL BLOCKING TO TRUSSES
WITH (2) - 10d NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
ft;77 i77
i7, ;l ZA
(4) Eld NAILS MINIMUM,
ROOF
3X4
PLYWOOD SHEATHING TO
SHEATHING
B
u Ph
2X4 STO SPF BLOCK
/ / / / 7 7 7 /
I
1<1y
DIAGONAL BRACING L 13RACING REFER
REFER TO SECTION A -A TO SECTION B-B 24' MAX.
I
o
N 0
1.
TE:
MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
(2) - Illd
2.
CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO
ItAX
12' M
NAILS
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.
V/
4.
'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR
BETTER WITH ONE ROW OF 10d NAILS SPACED 6' D.C.
3
TRUSSES @ 24' D.C.
DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
.5.
AT 4' - 0' D.C.
V
6.
CONSTRUCT HORIZONTAL BRACE 'CONNECTING A 2XG AND A 2X4 AS SHOWN
Z 2X6
DIAGONAL BRACE
WITH 16d NAILS SPACED 61 D.C., HORIZONTAL BRACE TO 13E LOCATED AT
SPACED
48' D.C. ATTACHED
THE MIDSPAN OF THE LONGEST'GABLE STUD. ATTACH TO VERTICAL GABLE
TO
VERTICAL WITH (4) -
STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A)
16d
NAILS, AND ATTACHED
7
GABLE STUD DEFLECTION MEETS OR EXCEEEOS L/240.
TO
BLOCKING WITH (5) -
B.
THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 10d
NAILS.
9.
AT 1/3 POINTS
DO NOT USE FLAT BOTTOM C14ORD GABLES NEXT TO SCISSOR TYPE IF NEEDED
TRUSSES.
10.
10d AND 16d NAILS ARE 0.131'X3.0' AND 0131'X3-5' COMMON WIRE NAILS
HORIZONTAL BRACE
RESPECTIVELY.
(SEE SECTION A -A)
11.
SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIB/ALSC.
END
WALL
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD
SPACING
WITHOUT
BRACE
2X4
L - BRACE
DIAGONAL
13RACE
(2) DIAGONAL
BRACES AT
1/3 POINTS
MAXIMUM STUD LENGTH
2X4 SP #3 STUD
, 12- O.C.
3-8-10
5-6-11
6-6-11
11-1-13 1
2X4 SP #3 STUD
16"O.C.
3-3-10
4-9-12
6-6-11
9-10-15
2X4 SP #3 STUD
24"O.C.
2-8-6
3-11-3
54-12
8-1-2
2X4 SP #2
12" O.C.
3-10-15
5-6-11
6-6-11
11-8-14
2X4 SP #2
16" D.C.
3-6-11
4-9-12
6-6-11
10-8-0
2X4 SP #2
24, O.C.
3-1-4
3-11-3
6-2-9
9-3-13
DIAGONAL BRACES OVER 6' - 3- REQUIRE A 2X4 T-BRACE ATTACHED TO ONE
EDGE. DIAGONAL BRACES OVER 12' - S' REQUIRE 2X4 I -BRACES ATTACHED TO
BOTH EDGES. FASTENJ AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE
WITH 10d NAILS 6' D.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER
9DZ OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2.
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE B OR C
ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. -
DURATION OF LOAD INCREASE: 1.6.0 1 CONNECTION OF BRACING IS BASED ON MWFRS.
FEBRUARY 17, 2017 T-BRACE / I -BRACE DETAIL STDTLZ
I WITH 2X BRACE ONLY I
40TES:
'—BRACING / I —BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACINI
S IMPRACTICAL. T—BRACE / I —BRACE MUST COVER 90Z OF WEB LENGTH.
'HIS DETAIL NOT TO BE USED TO CONVERT T—BRACE / I —BRACE WEBS T1
'ONTINUOUS 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 2XB
10d
6" O.C.
NOTE. NAIL ALONG ENTIRE LENGTH OF T—BRACE / I —BRACE (ON
TWO—PLY TRUSSES NAIL TO BOTH PLIES)
NAILS
SPACING
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
2X8 T—BRACE
2X8 I —BRACE
BRACE
SIZE FOR TWO-PLY
TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE
1
2
2X3 OR 2X4
2X4 T—BRACE
2X4 I —BRACE
2X6
2X6 T—BRACE
2X6 I —BRACE
2X8
2X8 T—BRACE
2X8 I —BRACE
T—BRACE / I —BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS
WEB
NAILS
I -BRACE
NAILS
WEB
T-BRACE
SECTION DETAILS
it 11
FEBRUARY 17,2017 LATERAL BRACING RECOMMENDATIONS STDTL1 0
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET
ALONG A FLOOR TRUSS.
I
NOTE 1: 2�13 STRONGBAcK ORIENTED VERTICALLY MAY 13E POSITIONED DIRECTLY UNDER THE
TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
OF THE METHODS ILLUSTRATED BELOW.
NOTE 2: STRONGBAcK 13RACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE
BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTEDo BY OTHERS, AT THE ENDS.
USE METAL FRAMING
ANCHOR TO ATTACH
TO TOP CHORD
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRONGBACK
USE METAL FRAMING
ANCHOR TO ATTACH
TO BOTTOM CHORD
TRUSS
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (00 NOT
ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
13 WITH (3) — 10d CAB WITH (3) — 10d
\NAILS (0.1310 X X) NAILS (0131' X 3.). ATTACH TO VERTICAL
WES WITH (3) — 10d
NAILS (0.131' X 3')
ATTACH TO VERTICAL
WEB WITH (3) — 10d
NAILS (0.131' X 39
ATTACH 2X4 VERTICAL
TO FACE OF TRUSS.
FASTEN TO TOP AND
BOTTOM CHORD WITH
(2) — 10d NAILS (0.131'
X 3') IN EACH CHORD
ATTACH TO VERTICAL
SCAB WITH (3) - 10d
NAILS (0.131' X X)
2X6 4' — 0' —1 WALL
YPI
STRONGBACK (T CAL SPLICE) (BY OTHERS)
ATTACH TO CHORD
WITH (2) #12 X 3'
WOOD SCREWS
(0216' OIA.)
INSERT SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (00 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 (0.131' X 3')
EQUALLY SPACED.
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' — 0' AND FASTEN WITH (12) —
10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY
WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL).
BLOCKING
(BY OTHERS)
FEBRUARY 17,2017 1 LATERAL TOE -NAIL DETAIL I STDTLI It'
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE DF 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 OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
TOE -NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
DIA
SP
OF
HF
SPF
SPF-S
.131
88.0
80.6
69.9
68.4
59.7
z
.135
93.5
85.6
74.2
72.6
63.4
.162
1 OB.8
1
99.6
86.4
1
84.5
73.8
ri
.128
74.2
67.9
58.9
57.6
50.3
0
z
.131
75.9
69.5
60.3
59.0
51.1
.148
81.4
74.5
64.6
63.2
52.5
ci
fn
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 1.15:
3 (NAILS) X 845 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30o TO 60o
45.00*
ANGLE MAY
VARY FROM
31r 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
NEAR SIDE
NEAR SIDE
NEAR SIDE
45.00'
SIDE VIEW
(2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
-b I
-i
.f6BRUARY 17,2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
UPLIFT TOE -NAIL DETAIL
i
THIS 13ETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY. 13UILOING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
STDTL1 2
TOE -NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
DIA.
SP
OF
F
SPF
SPF-S
L9
z
.131
59
46
.321
30
20
0
_j
.135
60
48
33
33
30
20
.162
72
58
39
39
_j
.128
54
42
28
27
I
19
F_
L9
z
0
_j
.131
55
43
29
28
19
Ld
_j
L0
.148
62
48
34
31
21
-i
c�
.120
51
39
27
26
17
0
z
—
.128
49
38
26
25
17
0
.131
51
39
27
26
17
0
148
57
44
31
28
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 END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3) - IGd NAILS (0-lbe- UIA. A J.0-) WITH SPF SPECIES TOP PLATE
FOR WIND DOL OF 133:
3 (NAILS) X 37 (LB/NAIL) X 133 COOL FOR WIND) = 14B LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE To WIND
FOR WIND DOL OF 1.60:
3 (NAILS) X 37 (LB/NAIL) X i 1.60 (OOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS C177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE -NAILS ON 2X4 BEARING WALL
USE (4) TOE -NAILS ON 2XIS BEARING WALL
NEAR SIDE
FAR S
3E
TOP PLATE
OF WALL
IVIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
�L
NAIL
NAIL
SIDE VIEW
END VIEW
FEBRUARY 5, 2016 TYP W NAILER ATTACHMENT STDT1,13
A&
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
1.5 x 4
W NAILER ATTACHMENT
GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 170 mph, ASCE
7-10, 29'-0" Mean Height, Exp. B, C or D.
2x2 SP No. 3
v
W�
4g
Aoril 11, 2016 TYPICAL ALTERNATE BRACING DETAIL STDTL14
FO E�TERIOR FLAT GIRDER TRUSS I - I
A-1 ROOF TRUSSES,
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-40.9-1010
(4),12d
TRUSS 241; O.C.
UPLIFT CONNECTION
(SEE ROOF TRU,,SS)
EXTERIOR FLAT -
GIRDER
12
VARIES
(4) l2d
MAX 3011 (21-611)
2x6 #2 SP (Both Faces)
24 11 O.C.
SIMPSON H5
Anthony T. Tombo 111, PE
80093
4451 St. Lucie Bivd,
Fo-,x Pierce, FL 349;6
pepodmion of ffis d4nomm,in cq f6im, is piokil4d wi:h..l ihe #.itw pemhs;o fra. A-1 lWTfum - A.r4py T. Tomb. 111, P.I.
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND
FEBRUARY 17, 2017 1 DAMAGED OR MISSING CHORD SPLICE PLATES I STDTLI 5t-
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK *
X
(INCHES)
MAXIMUM FORCE (LBS) 157 LOAD DURATION
SID
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
1738
2606
32
48
36" 1
2681
1 4022
2454
3681
2074
3111
2125
3187
38
57
42-
3169
4754
2900
4350
2451
3677
2511
3767
44
66
Q.
3657
5485
3346
5019
2829
4243
2898
4347
DIVIDE EQUALLY FRONT AND BACK
ATTACH 2X- SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF
THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE
ROWS FOR 2X6) SPACED 4' D.C. AS SHOWN (131' DIA. X 3').
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2- D.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
THE LOCATION OF THE BREAK MUST BE GREATER
THE REQUIRED X DIMENSION FROM ANY PERIMETER
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT
DO NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR
DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE
TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN
THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF
SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
ANO..HELD IN PLACE DURING APPLICATION OF REPAIR.
I 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 13E USED FOR SINGLE PLY TRUSSES IN THE 2X- ORIENTATION ONLY.
6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS.
Nlwm
0
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THAN OR EQUAL TO
BREAK OR HEEL JOINT
(SEE SKETCH ABOVE).
I F?---B4RUARY 17,2017 1 SCA[ 1 3 AHHLIED OVERHANGS I STDTLI 6 1
-4
A
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 1-15
SPACING: 24' D.C.
TOP CHORD:! 2X4 OR 2XS
PITCH: 1 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
END BEARING CONDITION
NOTES: I
1. ATTACH 2X-!SCA13 (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO IROWS OF 10d COMMON WIRE NAILS (148- DIA. X 3') SPACED 6- D.C.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO
AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2X- SE
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO 13E USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
IMPORTANT
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 400 SPACED 24,
D.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOVEXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
IREFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER