HomeMy WebLinkAboutTRUSS PAPERWORKLumber design values are in accordance with ANSUTPI 1-2007 section 6.3
A-1 ROOF These truss designs rely on lumber values established by others.
TRUSSES
A FLORIDA CORPORATION
RE: Job 65706 A-1 Roof Trusses
4451 St Lucie Blvd
Site Information: Fort Pierce, FL 34946
Ctlr Info: PHOENIX REALTY HOMES, INC. Project Name: TARPON FLATS
—,—Lot/Block: 7 Model: MODEL B SGANWO
'Address: 3913 SHORESIDE DRIVE Subdivision: 13Y
Ci4j County: St Lucie State: FL st LuCie County
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
ame: License #:
ress:
City:
General Trluss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Co e: FBC2014/TPI2007 Design Program: MiTek 20/20 7.6
Wind Code ASCE 7-10 Wind Speed: 170 MPH
Roof Load: 65.0 psf Floor Load: 65.0 psf
This package irciudes 69 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61IG15-31.003,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
A0035759
A01 G
9/8/16
13
A0035771
A13
9l8/16
25
A0035783
B09
9/8116
2
A0035760
A02
9/8/16
14
A0035772
A14
9/8/16
26
A0035784
13110
9/8/16
3
A0035761
A03
9/8/16
15
A0035773
A15
9/8/16
27
A0035785
B11
9/8/16
4
A0035762
A04
9/8/16
16
A0035774
A16G
918/16
28
A0035786
B12
9/8/16
5
A0035763
A05
9/8/16
17
A0035775
B01G
9/8/16
29
A0035787
B13
9/8/16
6,#
A0035764
, A06
9l8/16
18
A0035776
B02
918116
30
A0035788
B14
918116
_' * :A0035765
A07
9/8/16
19
A0035777
B03
9/8116
31
A0035789
B15G
9/8116
'8
A0035766
A08
9/8116
20
A0035778
B04
918/16
32•
A0035790
C01G
9/8116
A0035767
A09
918/16
21
A0035779
B05
9/8/16
33
A0035791
CO2
9/8/16
10
A0035168
A10
9l8/16
22
A0035780
B06
918116
34
A0035792
CO3
9/8116
ill
A0035769
All
9/8/16
23
A0035781
B07
9/8116
35
A0035793
C04
918/16
12
A00357170
Al2
9l8/16
24
A0035782
B08
9/8116
36
A0035794
C05
9/8116
I he truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct This item has been electronically signed and sealed by Anihony'rombo, RE.,
supervision based on the parameters provided by A-1 Roof Trusses, Ltd. or, 9;8;16 using a digital signature.
Truss Design Engineer's Name: Anthony Tombo Printed copies ofthis document are not considered signed and sealed.The
My license renewal date for the state of Florida is February 28,2017. signature must be verified on any electronic copies.
onal�4bts9Y@@p�iPep
NOTE l on these drawings nresponsibility acceptance g sponsibility solely fotrthe trusscomponents shown. �O'���osrPY�
164
engineering `��►f�
The suitabilityand use ofcomponents forany particular building is the responsibility. of the Q
building designer, perANSUTPI-1 Sec. 2.
The Truss Des gn Drawing(s)(TDD[s]) referenced have been prepared based on the $• _ :g. 1.00
construction documents (also referred to at times as 'Structural Engineering Documents')
provided by the Building Designer indicating the nature and character of the work.
The design criteria therein have been transferred to Anthony Tombo PE by [Al Roof Trusses p '
or specific location]. -.These TDDs (also referred to attimes as 'Structural Delegated
Engineering Documents') are specialty structural component designs and may be part of the osmirys9Mahrnmho r� s� r�
project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Anthony P"xwhoi uu`r°°eo �'.�*�'j�►
Engineer), the seal here and on the TDD represents an acceptance of professional T. Tombo, 'E , "h %m " Ho^` IT• �' "� er4b+ta"a
engineering responsibility for the design ofthe single Truss depicted on the TDD only. The
Building Designer is responsible for and shall coordinate and review the TDDs for Dntr.2016.d OB n:lO0s Al _ R
compatibility with their written engineering requirements. Please review all TDDs and all Anthony Tombo, P.E.
related notes.'
3 B BC 00 4 87 F
Page 1 of 2
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
A-1 ROOF These truss designs rely on lumber values established by others.
TRUSSES
A FLORIDA CORPORATION
RE: Job
No.
Seal #
Truss Name
Date
37,
A0035795
C06
9/8116
38
A0035796
C07
9/8116
39
A0035797
C08G
918/16
40
A0035798
CJ1
9/8/16
I41
A0035799
CJ3
9/8116
42
A0035890
CJ3A
9/8116
F43
A0035801
CJ313
918/16
144
A0035862
CA
918116
45
A0035803
CJ5A
9/8/16
46
A0035814
CJ513
9/8116
47
A00358 5
D01
9/8/16
4§
A0035806
E01 G
9/8116
49
A0035807
F1301
9/8/16
50
A0035818
FB02
9/8/16
51
A0035809
FB03
9/8/16
52
A0035810
FB04
9/8/16
53
A00358ll
FL01
9/8/16
54
A0035812
FL02
9/8/16
55
A0035813
FL03
9/8/16
56
A0035814
FL04
9/8/16
5Z
58-
A0035815
A0035816
HC6
HJ5
9/8116
9/8116
59 -'
A0035817
HJ7
9/8/16
60
A0035818
HJ9
9/8116
61
A00358119
J6
9/8/16
62
A0035820
MA
9/8/16
63
A0035821
J6B
9/8/16
64
A0035822
AG
918/16
65
A0035823
J7
9/8/16
66
A0035824
J9
9/8/16
67
A0035825
J9A
9/8/16
68
A0035826
VM02
9/8/16
69
A0035827
VM04
9l8/16
Page 2 of 2
Job
Truss
Truss Type
Qty Ply
PHOENIX REALTY - 65706
A0035759
65706
A01G
Hip Girder
1 1
Job Reference (optional)
Al Roof Trus§es, Fort Pierce, FL 34946, design@attruss.com Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:54:40 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE_-hEsYM2EwvlxicKN4JP3gsIKhYUX_wgVTOHHZcwy jzD
-- ! — ^- = 1/4 in
9xes = JXb I I bXt$ = JXb I I 4xts =
LOADING (psf)
SPACING-
2-0-0
CS'.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DC
1.25
TC 0.97
Vert(LL)
0.22
9
>999
360
MT20 244/190
TCDL 26.0
Lumber DOL
1.25
BC 0.51
Vert(TL)
-0.35
9
>735
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.33
Horz(TL)
0.10
6
n/a
n/a
BCDL 7.0
Code FBC2014/TP12007
Matrix-MSH
Weight: 118 lb FT = 0%
LUMBER-1
TOP CHORD 2x4 SP M 31 'Except'
T2: 2x4 SP No.2
BOT CHORD 2x6 SP 240OF 2.0E
WEBS I 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 6-0-5 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
r accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 2833/0-8-0 (min. 0-2-6)
A = 2833/0-8-0 (min. 0-2-6)
Max Horz
2 =-111(LC 6)
Max Uplift
2 =-1662(LC 8)
6 =-1662(LC 9)
Max Grav
2 = 2833(LC 1)
6 = 2833(LC 1)
FORCES. (lb)
Max. Comp.�Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-5120/3275, 3-15=-4967/3339,
4-15=-4967)3339, 4-16=-4967/3339,
5-16=4967�3339, 5-6=-5119/3274
BOTCHORp
2-10=-2841j4563, 10-17=-2864/4602,
9-17=-2864%4602, 9-18=-2798/4541,
8-18=-2798i4541, 6-8=-2777/4503
WEBS
3-10=-529/950, 3-9=-610/792,
4-9=-944/763, 5-9=-610/792,
5-8=-529/90
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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.l
4) Plates checked for a plus or minus 0 degree
rotation about its center.
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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 2=1662, 6=1662.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 481
lb down and 462 lb up at 7-0-0, 316 lb down and 308
lb up at 9-0-12, 316 lb down and 308 lb up at 10-8-0,
and 316 lb down and 308 lb up at 12-34, and 481 lb
down and 462 lb up at 14-4-0 on top chord, and 639
lb down and 470 lb up at 7-0-0, 85 lb down and 33 lb
up at 9-0-12, 85 lb down and 33 lb up at 10-8-0, and
85 lb down and 33 lb up at 12-3-4, and 639 lb down
and 470 lb up at 14-3-4 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 Increase=1.25
Plate Increase=1.25
Uniform Loads (plo
Vert: 1-3=-116, 3-5=-116, 5-7=-116, 2-6=-14
Concentrated Loads (lb)
Vert: 3=-253(B) 5=-253(B) 10=-535(B) 9=-69(B)
4=-221(B) 8=-535(B) 15=-221(B) 16=-221(B)
17=-69(B) 18=-69(B)
i
Its"Wresehnory`x'rro:retxA-IIUOfI1G55b;•SQLEIS.6(871IQtU5Y(OtU1113S(QiIOYrsUtE1"JS�UU([LCNEIiPhrs.initiku¢toroelmnlrsNrrlrsait, lnti6is(n�raityQOPeedR±Itlanrl.Lolrll,).i.IsiereeteSiMlelxrne.Udns't.—'ssitldmlhefCU,�a1
9,16 enil<dasOillhold inIse IDUlsitsolid At. hmrOnip[fit neriie,slamoyblaterj,@esMnsoy lWrtpnssesurgwsrdits F Ies wliryenrsyresmrAahlybriked,sps4W!sx;IrTnneghldoab7l)D lf,oel IN. llekriernnepecs,usl w, nos,s`rlrnun Anthony T. Tombo III, P.E.
I ail on dfi,Lmsis, oil6ilbey ' istwesto6hirryuike grrt.tt, it- Mkvi!el sptol ea Ulraes;Desipn, larks titleuo!ik'X[is13!e4lit (uot1011Wgali on! IN. lM gImilorPATODadoy ht'e nedIts 1.11. Inddizpka aso.Swappintaikfisr nlMnml shll4erte mpssiBhly el S 80083 Rr loildnUU!tiyEr wd(okrgni.kliwMstel rubsInIUUmdIts pathnsraApideltcesda!b1h.1(eapmd 50*1.1rt¢dlss(hiAlpflhded ky Mesa5k(l sr atermdki p¢eslVitsta lhflees4nsyss!3ifcnnl4les<(uelrnsCsdqui. hsDnipfr enr tte lms Nocv�:m!er,iatess 4451 St. Lucie Blvd.
alaein iditzlkle6rgn!gi!dga uc!dup iy oU pdn asilsrd R!inss Crsipe 6ps!e is 7C11kepxtiig Deripen.erins!Sps:em h[meYdenykeilseg L8 ¢ymli!drtlstmniet�is?pil Fort Pierce, FL 34946
Copyright V 2016 A-1 Roof Trusses -Anthony T. Tombs, Ill, P.E. Repmdurliaa ofthis dommeut, in any form, is prahibiled without the fittest poino4sioafrom A-1 balliesses- Aathonyl. lomho III, P.E.
Job
Truss
Truss Type
4ty
Ply
PHOENIX REALTY - 65706
A0035760
65706
A02
Hip
1
1
Job Reference (optional)
Al HOOT I russes, tort werce, rl- 3494s, oesign(oaitruss.com
-2-0-0 9-0-C
2-0 0 9-00
i
I
1
�My1
O
LOADING
TCLL
TCDL
BCLL
BCDL
LUMBER -
TOP CHOF
BOT CHOF
WEBS
BRACING -
TOP CHOF
Structural H
BOT CHOF
Rigid ceilin(
MiTek reo
cross brat
2 =
r5 =
Max Horz
2 =
Max Uplift
2 =
5 =
Max Grav
2 =
5 =
FORCES.
Max. Corn
when shoe
TOP CHO
Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:54:40 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE_ hEsYM2EwvlxicKN4JP3gsIKjxUTnwk7TOHHZcwyfjzE
12-4-0 21-4-0 23-4-0
3�-0 9-0-0 2-0-0
7x10 MT20HS11
Dead Load Defl. = 1/4 in
4x6 1
3 d
d
4
71M
lY
3x8 =
1.5x4 II 3x4 = 3x4 = 3x8 =
9-0-0
1f
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES
GRIP
.0
Plate Grip DOL 1.25
TC 0.88
Vert(LL)
-0.12
9-12
>999
360
MT20
244/190
.0
Lumber DOL 1.25
BC 0.71
Vert(TL)
-0.35
9-12
>731
240
MT20HS
187/143
.0 *
Rep Stress Incr YES
WB 0.10
Horz(TL)
0.06
5
n/a
n/a
.0
Code FBC2014/TP12007
Matrix -MS
Weight: 93 lb
FT = 0%
2x4 SP M 30 *Except*
T2: 2x4 SP No.2
2x4 SP No.2
2x4 SP No.3
rod sheathing directly applied.
directly applied or 7-8-0 oc bracing.
mmends that Stabilizers and required
ig be installed during truss erection, in
(lb/size)
1611/0-8-0 (min.0-1-14)
1611/0-8-0 (min.0-1-14)
-136(LC 10)
-460(LC 12)
-460(LC 13)
1611(LC 1)
1611(LC 1)
Ten. - Alf forces 250 (lb) or less except
3-4=-1438/1045,
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
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.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 Ib uplift at
joint(s) except (jt=lb) 2=460, 5=460.
LOAD CASE(S)
Standard
7
BOT CHO D
2-9=-515/1 34, 8-9=-514/1437,
7-8=-514/1 37, 5-7=-518/1435
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: A CE 7-10; Vult=l70mph (3-second gust)
Vasd=132rr{ph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exierior(2) zone; cantilever left and right
exposed ;C C for members and forces & MWFRS for
reactions s own; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All platesi are MT20 plates unless otherwise indicated.
6rrz¢g Pi¢me6noa�:ys¢ist.ta'l I IODE IIMEf I-. istlikuEr lerta¢lett rte¢¢d rNesm!lis rust Rs�0.�erW!(IDP ttlltal¢ttnil.Emb[I,).i.hhnn:SS¢NleErre rsr. UrlessoDar:rr ssRelmlta lW,adq
#,III onlum pdeT sldlh load h¢rx1DD1,1¢ led is l I.,NIP "Ill r(ss, 5polly felsc¢I,tte Illy rauyIN,I,isdsrs rttglond lh pefnsirrN'4.n2lres/mdhui brth Ing, dbsssgleTars 61hWarbTDDnly,arin 114.14eIS, illr rssarsllra;s,hadmludilon, ublllnl Anthony T. Tombo IIl P.E.
mdsa IItdsTios luny hlblFrl l:0ereyaovtairyoot o+,,ti 0.a Aowa drdelemwd.k8ilp onon,iathmlmdlh K11,13(nd Its karlhsl14;oth.1IN, iholl.1 I&TOD r6 y fi¢!f use dth 1w, Md.firl diep.ohmF, Uoolhanrr nd lmieg ddlit of reslnslHhgN ' t80083 9ehingDng.I�aW.111mhsMMhers1DDadllspe0:mmdpli'll dit!Eodealfo:�punSlierld.-WI([gFoil¢hdbyINWS!(A-Inwdh,v.0galsrialIIIN.,ftRmk%.1141,dus1,ore¢:lp�s�.EmssDuoErararmd1-1)erlmter,Wrss� 4451St.LucieBlvd.
a�t¢izis' ddmdIT, aenIapadcpo b dill by 4 lain brl'a As LouG¢vp Flhsn to e016r Bstdml0¢dlrn.uinso ilwemhl'ercudutiy6aisfsxy lDrgdhtisdhiet orend¢Fetid irtlil Fort Pierce, FL Blvd.
ropyrobl D 2016 Ad Roof Losses -Wholly I. Tomho lll; P.L hisondi rtleo oldisdo so eeE, in any form, is poohibited xilbod Sir witten pesmissismima A-134946
Foo(husses • Amhooy 1.lombo III, F.I.
Job
Truss
Truss Type
City
Ply
PHOENIX REALTY - 65706
A0035761
65706
A03
Common
5
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:54:41 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE= 9QQwaOFYg23ZEUxGt7avPVtzTulmf8EcFxO68MyrjzC
-2-0-0 4-2-8 10-8-0 17-1-8 IN 23-4-0
2-0-0 4-2-8 6-5-8 6-5-8 4-2-9 2-0-0 '
'4,d1ax morz
2 = 156(LC 11)
Max Uplift
2 =-416(LC 12)
6 =-416(LC 13)
Max Grav
2 = 1694(LC 1)
6 = 1694(LC 1)
FORCES. (Ib)
Max. Comp)/Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORp
2-3=-2746/1454, 3-4=-2338/1252,
4-5=-2338/1251, 5-6=-2746/1453
BOT CHOR
2-10=-1100 2384, 10-17=-464/1496,
9-17=-464/11496, 9-18=-464/1496,
8-18=464/11496, 6-8=-1118/2384
WEBS
4-8=-327/7 5, 5-8=-613/600,
4-10=-327/%55,3-10=-613/600
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
5x8 I Dead Load Defl. = 7/16 in
4
loads.
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.
B) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 2=416, 6=416.
9) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and 'W gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-116, 4-7=-116, 10-11=-14, 8-10=-34,
8-14=-14
rerm¢d•P1wseHrte 'gnr:e.dh'I I MOT 113561i111E1j.G3,311 tINS& COAD91711 M10910MIDONOWIMEFf hm.va*&;ip ger<atlen red rtMetles aa!tis rnn R�sya Ureri�QOPci g2let�ail.imh[6tE.lelxemSkNlelue.se. lldesto'terete ste7edmrlhe Rfi, w47
811d uneC�a j:dengdlkesedWNTBOM-Isi AW-Deupbdlrar;i>,Sgnialy;nluer},Ihsewn eegl6grtpes�!ue aigtazed6epelessWeatecglaerrg rerpr,AEdlg brlYedeu}dnersrlei¢r dgxld aa�eTgool.,�irtnl tka,rsr tso�+:mt,la msan�rn, u�nury Anthony T. Tombo III, P.E.
asdmdtlds inssln etq leiW:eg is usg�o4tdliryelrae Dam:,Re Cseu'serlriiiudagewuds leiWag DesiPw,ulht urltrtdltdR.6slEtnil6 retdtwldlopode mdli�d. lta rnur»» e1DD sdscq fie'E ese»Iletense, tnddiegMW mgshrogt ieelolkaite ndlmegshell+,e lEe respenAllq'I $80083
' +elolWug Desiprx oadSa:Yren.AllmWswlo»bteelDDaa ltepetl:tetmdg»hI¢es<ItleS.Idrg(eagecn9 fcferyDbieel"us(E(A;peSlnbelg lHeNSEn veulerrtcdhi yru>!•g.9dme'EIIteliets rlsres2�e ifaa; red daliescd mel:nsgnlgett.ImssDeiePEr+Areer aE lrassR¢eeNb!hrce,mless 4451 St,1.ude Blvd.
aiuriu i»xadt7dtreuergiedrper iscii5eglq rg pules bedred Thalirss CrLp Ggieeo lslCl thGAlugDeilpetrrLtssSTtvmbgmes»e,ry•helldsp. AD mphodtemerw rtlef-dnTT6I. Fort Pierce, FL 34946
CoPlraight D 2616 Ad Rool bosses-AathopyrL Tombo Ill, P,L Reprodudicn otthis dommeol, ie coy loan, is pmhihiled with al the xJiten pelmissionhom A-1 Roollmmes-Anlhooyl.lombo III, P.E.
Job
uss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
65706 7A04
Common
1
1
A00357621
Job Reference (optional)
Al K00T I russes, FOR coerce, rL 34V41b, aes(gn(galtruss.com
l nnn
Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:54:41 2016 Page 1
I D:HSelToU9d7eaEKtzidgq 1 fyTWE_-9QQwaOFYg23ZEUxGt7avPVtxtutlf2XcFx068MyfjzC
10-8-0 15-4-0
5-0-12 4-8-0
4x8 =
Dead Load Defl. = 1/16 in
4
I
lz = I azoru-s-ts (min. u-i-8)
Max Hoe
6) Bearing atjoint(s) 12 considers parallel to grain
2 = 296(LC 12)
value using ANSI/TPI 1 angle to grain formula.
Max Uplift
Building designer should verify capacity of bearing
2 =-366(LC 12)
surface.
7) Provide mechanical connection (by others) of truss
12 =
-263(LC 12)
to bearing plate capable of withstanding 100 lb uplift at
Max Grav
joint(s) except Qt=lb) 2=366, 12=263'
2 = 1236(LC 1)
8) This truss design requires that a minimum of 7/16"
12 = 925(LC 1)
structural wood sheathing be applied directly to the top
chord and %" gypsum sheetrock be applied directly to
FORCES. (b)
Max. Comp./Max.
Ten. - All forces 250 (lb) or less except
the bottom chord.
when shown.
TOP CHORD
2-3=-1508/867, 3-4=-1172/810,
LOAD CASE(S)
6-8=-361/633, 5-8=-361/633
Standard
BOT CHORb
2-7=-945/1239, 6-7=-386/586
WEBS
3-7=-569/56i7, 4-7=-461/665,
4-6=-735/488
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
Ser gT,rou Wma4'dpnnra tool NIP HREiAt ffhkid(g'JOQ ohl (Ili(9Nl'(U[a�:CWrON(E[Skfkl'Wrr.istlp8p(r pmxetrn rrl nsdarksm!kis(ns;NIP 0.�rxbT(16P aeiW?lm1oarl. ieoh@I,I,E.lelnecnS�et hetxe na.U?knalwcur siddcnlhtTW,Wy
deh umeMr �ahs shel'kaased lm(xiUeM1h?o1:A lsalmss oesvAa hgueer(I?, Sieiirtlp(aysaefp lh sedaegl[9nyranii le nrgl adllr(!slenl?oilerranersy rP�%ilhlNy leflhe de?iya((W?5:44IepI6e;lP(i;ltiaapeiODUIJ,+dYERL ILY�9ce eL5erayi:er>s,W wwAte65,"Wal -. Anthony. Tombo 111 P.E.
amen RNA,➢mshime hiv kbh?n olod1k,a—Ae oseefs Dobiniowa Aa 6111" on as(. ihee mnldtu Toklo fie:e me.11s, se.Mddin Asd in ,slaa e.baelhMn eRIt'm. shallbe It, aaemWlhl'I Y ` 4 >�' 3 3 Qpn,ialke nelenoflhe Hi,Oeti!al Wsisaa(hilfispaG erli. 1! Y 3 9 g e+! ! I it80083
' !te lci6Asgoas( mdicntahr.11lraWs;tlo>lleW?(Comdl4e pmm�em!(eilelnesAWeSildie((oagaarlSe(?ry lclnueliaa(€LU;9r'uh;tee lriPfardS!(A mealmuae8hr y�.tn� (am.iPll Zsflees d?rey�si!sli"�eserl ie[n?<lfteuncCrnrn.Ere:s oessµhgienrad Emss umvWdcie?,Palm 4451 St. Lucie Blvd.
a!hnx12e delindtpderon!a(ede(n lsgiiaglJep pmu iwbd Rims: Cs4ea hpasn is aol lh9r7iWy CEA(eer. rrliess Sps@mfe9t%xslreryldlruy dR rr{imliulRrzleremlefeuHb�lT Fort Pierce, FL 34946
Eopyright01016AdReal Trusses- AothonyLTomboIII: P.L ReplodudienoltbisdourBent,inDRY form, ispeabibitedrrillmutthe wittenpumissionbomA-1R0a1Basses-Aalboay1.lomboIII, P.E.
�� vr� �••� v rf7VC1Y 1/� Il G/'1L1 ( —var(w 1
65706 A05 Roof Special 1 1 A0O35763I
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:54:42 2016 Page 1
I D:HSelToU9d7eaEKtzidgq 1 fyTWE_-dc_JnkGARMBQrdwrRg58xjQ8flE3OaFITbmfhpyfjzB
2-0-0 , 5-7-4 10 8-0 13-0 0 15-4-0
2-0-0 5-7-4 5-0-12 211-0 ----4
LOADING
TCLL
TCDL <
BCLL
BCDL
LUMBER -
TOP CHOF
60T CHOR
WEBS
OTHERS
BRACING -
TOP CHOP
Structural
verticals.
BOT CHOR
.Rigid ceilinc
MiTek rec
i cross brat
.-2
14 =
Max Horz
2 =
Max Uplift
2 =
14 =
Max Grav
2 —
14 =
FORCES. (`
Max. Cc p.i
when shown
TOP CHORI
2-3=-1509/d,
4-5=-486/3
BOT CHORI
2-9=-1005/11,
WEBS
NOTES-
1) Unbalani
this design.
4x8 =
4
N
2 3x4 = 4
14
1
8 7
3x4
3x4 = 3x8 = 1.5x4 11
=
gf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
.0
Plate Grip DOL 1.25
TC 0.55
Vert(LL)
-0.05
9-13
>999
360
.0
Lumber DOL 1.25
BC 0.40
Vert(TL)
-0.12
9-13
>999
240
.0
Rep Stress Incr YES
WB 0.37
Horz(TL)
0.04
14
n/a
n/a
.0
Code FBC2014/TPI2007
Matrix -AS
) 2x4 SP No.2
2x4 SP No.2
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
2x4 SP No.3
Vasd=132mph; TCDL=S.Opsf; BCDL=4.2psf; h=25ft;
2x4 SP No.3
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
lod sheathing directly applied, except end
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
directly applied.
ponding.
4) Plates checked for a plus or minus 0 degree
mmends that Stabilizers and required
rotation about its center.
ig be installed during truss erection, in
5) This truss has been designed for a 10.0 psf bottom
with Stabilizer Installation guide.
chord live load nonconcurrent with any other live
loads.
i. (lb/size)
6) This truss has been designed for a live load of
1236/0-8-0 (min. 0-1-8)
20.Opsf on the bottom chord in all areas where a
925/0-3-8 (min. 0-1-8)
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
334(LC 12)
7) Bearing atjoint(s) 14 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
-356(LC 12)
Building designer should verify capacity of bearing
-273(LC 12)
surface.
8) Provide mechanical connection (by others) of truss
1236(LC 1)
to bearing plate capable of withstanding 100 Ib uplift at
925(LC 1)
joint(s) except (jt=lb) 2=356, 14=273.
9) This truss design requires that a minimum of 7/16"
�)
Max. Ten. - All forces 250 (lb) or less except
structural wood sheathing be applied directly to the top
chord and%" gypsum sheetrock be applied directly to
the bottom chord.
3-4=-1172f764,
5-6=-402/277 LOAD CASE(S)
1, 8-9=-425/582 Standard
4-9=-491 /655,
5-8=-392/298,
roof live loads have been considered for
Dead Load Dell. = 1/16 in
PLATES GRIP
MT20 244/190
Weight: 95 lb FT = 0%
An"•P,usebnoxyllgrerrr[u'A 1106faBSSEfIVU111J.GIR7LLI'MI(0011b75S(HIORCIUieP'J1LlposslEgior ism wterslkr I...its uerovdw —to, Tau 1hsgs,,.hiQOPui to AMMI. Lob p411,lneeu NO kdan.sa. Nessoft Oitdwi, TM, Wp
Aidnaehr p!drs stall to netts fn tGObknandts.I., 6eatpLlloor,p,51,dy EoIrsta he sulatry lE9npasu:>u."PL—IIt, pafrnlaasl a onwq raspWhlap hrhe deuy,dns safe tar. blirldei at INaly, us yIN. It- fUje.s p!:ms,bdal a,Ahoos,rnhkilsy Anthony T. Tornbo III, P.E.
endue oiCds Trotsbney leib]sg lsresgnLtifRidlSe Oar!r,lhe Crodr eelninleyedn drt tuildag Cesi�Wbhr ueluldlle Ri,Ihd(n!Ilabultoiittopoda ndiY:L iM eprarol el Cx NOreAacy F.e'e ese ollkuresx loddbpMnl;tcpsbreTe, Usldkdoo udlia!ug sho115t lCa mpnnlNtltd $80083
''F.elciry0as4ycroalLmhaln.All .4rdortude1,Omdlhp[tl;,nodnitelivsefIts Mitt lempmrJMir 10"aelias(FLSI;pAhWelIliadSttdorentaar¢edh,pzemlgAina.III&Aust3art!�16ilAnntidiesdnrlassCajun.TrmsOese�mErenunudTnnNuonhtlnn,Wus 44515t.LueleBlvd.
artaxlle drlirtdEgebden egerL;x in r,ifiog Yy ol;pmerduhd LsLnrCru,o hkiaenisoCl@a Cuddaq Orslgn.erluuSpam hib,vdaryleltl�g d0¢ilubadt"sr etiefasile TfII Fort Pierce, L cl Blvd.
Copyright 02016 A-) Roof Trosses-AethonyT. Tomb III, M Reprododion ofihis dommeeb in ooy form, is prohibited withoul the34946
wriBen permission from A-1 Roof wises- Anlhonyl.lombo III, P,E.
1
Job
Truss
Truss Type
Qty
Ply.
PHOENIX REALTY - 65706
A0035764
65706
A06
Half Hip
1
1
Job Reference o tional
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:54:42 2016 Page 1
ID:HSelToU9d7eaEKtzidgq 1 fyTWE_-dc_JnkGARMBQrd WTRg5BxjQ8ZIA000aITbmfhpAzB
-2-0-0 6-4-4 10-4 0 , 15-4-0
2-0-0 6-4-4 3-11-12 5-0-0
Max Horz
2 = I
369(LC 12)
Max Uplift
2 =
-345(LC 12)
12 =
-292(LC 9)
Max Grav
2 =
1247(LC 23)
12 =
914(LC 1)
FORCES. (Ib)
Max. Comp/Max. Ten. - All forces 250 (lb) or less except
when showy?.
TOP CHORD
2-3=-1381/677, 3-4=-815/420,
6-8=-470/65,5, 5-8=-470/655
BOT CHORD
2-7=-949/1103, 6-7=-467/633
WEBS
4-7=-285/468, 4-6=-839/619,
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
4x8 =
A
bottom chord and any other members.
7) Bearing at joint(s) 12 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=345, 12=292.
9) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and M." gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
5x6 =
Fi
Dead Load Defl. = 1/4 in
5er¢ag•Pigselkuagily r«er he"LIIDUFIItSsESI*Sfilft� c[1]AITflksL:(05b0siksmsiokl'tgieYlA eowilocaiRrb.. gsAyNugapemaden.« anWeeGsmtl:isint;�.spaP:axiag{fg0jwd1ide1!wayl. Lwh tt,➢.e.lelx«mSAeethetue.se. Ildessoamraise shledwtYe TC-0, adP
gilein«et2i p:mes still Le esed�hrtrOUle raid dsa rna 0e«pEegi«erll a,fpnirdy(nzreertpye sealer egli:6repi=.sxi.om�faaednerdenlnaiercj«eriey re �il6iGM 6rlYedesignet l9a segle lien depittein eiOQedr,mlj iP4l.lSedE;iyermrr'ims,bx9e7<a�Allaeb rxldilh Anthony T. Tombo III, P.E.
axloveltas Aosslei wrbiW:ey lstgerespmiEilepatfe0rm�,!te Ceceis aer':�ri:do7eAca+sG�iOay�K u,mtte aelolo!IYe!Pi.IkeSteN l9ak�llt IFupadea9ltsL fFagpnre:el%ro tpOerA«rfia`:6 nse a`Ih'in!.nd.phy!xmi mg.x�Z'age. ieocl6liee ead 9�niwJsYWl4e @eroepeetlSlLlp el 180083
' ReEeiidsy6:sAga:np!mraatln.11lesMselaeFiaroal)Dm�IkepetlansdgeHdgesdtaa8�eiieptampaa<NS2aylcle�¢mina{ELI;pe,+l�;teehlPlmdl!(dae«tenna8hepmn:dg9deua.7Pipzer«r.r«a,:xiva�:rddm,ttaet«n[nig«r.pm„u«�:a�:;««w:arR,sxaeri�o�«,gin,- 4451 St. Lucie Blvd.
a:F.nain deim Gyn6dinecgiaWayn ixweiArg ly aGpiSes iaw6e9 Tanl«ss Guge Egia>.n is g011le llieg 9e;ig«r.erl«ss Sgrem hgine::dwgleilgeg. dil ecpaelixedhrar ere er deFaaf ie7Fil_ Fort Pierce, FL 34946
CopyrightV1016A-IRoof Losses-AmbonyLTomboIII, P.F. Reprodunifenoftbisdommeatinany lorm,isprohibiledwithoalthe -ripenpaimissioniromA-1RoelTanssas-Ardbany1.TomboIII, R.E.
Job
Truss
Truss Type
Oty
Ply
PHOENIX REALTY - 65706
A0035765
65706
A07
Half Hip
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:54:43 2016 Page 1
ID:HSeIToU9d7eaEKtzidgq 1 fyT WE_-5pYh?3HoCgJGTn5f?YcNUwyHshZW7yXviFVDDFAZA
2-0-0 7-34 12-4-0 15-4-0
2-0-0 7-3-4 5-0-12 3-0-0
6.00 12 4x8 = 5x6 = Dead Load Defl. = 1/8 in
5 6
3x4 =
3x4 = 1.5x4 II 3x4 = 3x4 =
LOADING (psf) SPACING- 2-0-0
TCLL 30.0 Plate Grip DOL 1.25
TCDL 26.0 Lumber DOL 1.25
BCLL 6.0 ' Rep Stress Incr YES
BCDL 71.0 Code FBC2014/TP12007
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOT CHORD
.Rigid ceiling ;directly applied.
I MiTek recommends that Stabilizers and required
T cross bracing be installed during truss erection, in
REACTIONS. (lb/size)
-2 = 1249/0-8-0 (min.0-1-8)
14 = 912/0-3-8 (min.0-1-8)
Max Horz
2 = 1 431(LC 12)
Max Uplift 1
2 =-339(LC 12)
14 =-329(LC 12)
Max Grav
2 = 1249(LC 23)
14 = 912(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown
TOP CHORD
2-3=-1356/516, 3-4=-552/185,
4-5=-396/206, 7-10=-621/794,
6-10=-621/794
BOT CHORD
2-9=-882/1058, 8-9=-882/1058,
7-8=-289/366
WEBS
3-8=-862/736, 5-8=-360/518,
5-7=-818/652
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
7-3-4 1 12-4-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TC 0.65
Vert(LL)
0.05
9-13
>999
360
MT20 244/190
BC 0.39
Vert(TL)
-0.14
9-13
>999
240
WB 0.69
Horz(TL)
0.04
14
n/a
n/a
Matrix -AS
Weight: 99 lb FT = 0%
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 ;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) Plates checked for a plus or minus 0 degree
rotation about its center.
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) Bearing at joint(s) 14 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 2=339, 14=329.
9) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and aW gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
".11a;-Q1wse lsfoay'ly rwha W1.1100E RISKS rslfsil� GREW P115&(01DRIDN1(bSTDWj'hfi1EP;F(CnMEDC901' fern. 1s9(6'Ie yercaelen t!1 W 0s aMs Nis D.wga Danoj(10r. fcd WAR 1. real, 11I.i l,leanlNo hdsre fn. UdessoNarxae smlelwtht Rll, arty
S4ilnaulme p:das+l,il Ef!lld Drlk lGDhgl lllid gSflittll DlA}1 Etgltf!!(i],SiIfUD(ENJafPfj;ikt![deep0yl6D(e;lllY6iFI if1�14k'1++141,IfI!!llltlifGllRf:E; rlfo34llh1lJf brlgt delij`t[J(1!!b[ItTrtli dlyCld o!!le7DDnly,aadj tPSl.Ik'60plfsnaAnthony T. Tombo 111, P.E.
.ha 0 is Trot hiuy Mhoq isV.rlsf-flrMtgfit 3=< 'dt DscWinf.minde;nlab 101b; bsigaa, Mkt onst, a'1hK. 11,LIE ti Mkultalis;aft 011?!.I. * 80083
de l,ildlp DlspwanlimhaNi.ellswks usawil lRlPDaal lkepetl:atad gtlhimesal lS!&0ib;[eaprul SoflglolnadWa(iL4;;aNG;Eei hy(71m�1!(d anelneralki;xndgeldenl. tllS kfi+esIDlrespssDiC^'e;nNdceud l9lLfssCalgee�. Uuss Oe+ Er�iflamd mars N¢ecbnnex,erlu! 4451 St.1. le Blvd.
¢:teiMn delsdRpf Gwiertlg�l:le;o ilasiVlg ly al;piin larabsE TNllutl fxsigf 6ghln 1+AD1 t{ebeNdapClslgefi.erlilssSys:ta EgMlva}�,yheilgsq. dirtWnline}hia+lw or deicraibrll 1. Fort Pierce, FL 34946
Copyright 02016A-I Roof Tmsses- Anthony T.Tomb oill,R.T. Reprodesfionofthis domment,inanyform, isprohibitedwifboettheeriltenpermission hum A-1befTnisses -Anthony 1.Tomb 111,P.E.
r
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
A0035766
65706
A08
Half Hip
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:54:43 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE= 5pYh?3HoCgJGTn5f?YcNUwyDchY570dviFVDDFyfjzA
-2-0-0 7�-15 14-4-0 15-4f
2-0-0 7-4-15 6-11-1 -0-
2 =
-316(LC 12)
13 =
-397(LC 12)
Max Grav
2 = I
1246(LC 1)
13 =
915(LC 1)
FORCES. (Ib)
Max. Comp4/Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHOfjD
2-3=-1386/ 40, 3-4=-310/0, 7-9=-408/561,
6-9=-408/561
BOT CHORD
2-8=-927/1 95, 7-8=-927/1095
WEBS
3-8=0/265, 3-7=-1125/951
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
3x4 =
6.00 12 5x8 = Dead Load Defl. = 1/16 in
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=316, 13=397.
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
fficrwig 5'w!aNnorptiq!er.!eCu"iligOFId&<SES{'SEtlEpl.6EgEkAE ifBYS6(u.Nfllu9i Ni10N{"BgER'{dC9MCs7lE06tiENPhrs.WIMP I ... [."I�¢ete!mb'En!;Niph.igpooj cei IYAoWyLieuh CCPi.lelxeid, ad hiert ne. 119" Yxrwise stilelmlke EEa1,ax'q
7kii!Se¢eeM'!dn sk¢II Se ¢sed fa C.s tDOhle r¢hA A;e Err>!6eripEymeer(i!, Sgeuelry:n7rierjitr x�oeg lE�iep!s3w.:eem�httedl4e pdent!¢uErrie!!nrg!es NEiGry!!rIk¢!e!�; cau!r::gieuen depnd a��zlooeeSp,aratsEFtt theMEP n!ee g: ¢e;, c�M,, nEmry Anthony T. Tombo III RE.
mievgB!"Mnif.40"pl!deeesponitiER)dlkegmer.!ke C+x!e!eiAh¢rirN ¢grA[a �hat�:i4k g!sy.rt!,miYe mledo!SYe Oi, iSet%Eedtlnkailt¢IEta,+aiemditN. ikeEEnreu`eSittED6arote¢yfi¢':E ese ol6!'rtn!.i¢ietiagiax�li¢n.ux¢}¢.tni¢Idx5!¢eei bieeugsidlSe lEercgeeeili6U!I t80083
to EeiidBg C!sipur ¢xi{ma¢tl!i. III e!!!S¢ni!n!I Drxdlke peel:m¢dPiiel¢a;elp!SrAtiug(ospaze35d.`ileieimlf¢n{EtSI{pn3L;lrPlri?ImdSIEAt;ee!Eer<e¢Whr pere¢Ignien!. EPhE defirts�!rewi?alc>aiielies<dl!!Insz Ce,iP!,.Erass6e!'pefrge!!rcF (nss tle¢slsta,ex,uxJess 4451 St. Lucie Blvd,
¢!F.uaf!e ddm¢f6ge[¢tlrtrt¢p!�ega to m!iM1eg lr¢k pifiN E¢p;rd Tel CesiP6gule!is!IC116edii¢p �ugee!.errms!igtiem hiinex¢Imryteili-eg. dE!tglhlinih!s!¢n ¢!ieldi¢?Phi
• Fort Pierce, FL 34946
Copgr1ght04616 Ai flout busses-dmhonyLiom6a III; P.E. FspmJuniun nttF:isdownnent, id cry ponn;isp!vhidiied wiihaul lhs w!itten pe!missioat!ornA-1&uolhussas-Rulhany l.lnmbo lll, P.E.
Job
Truss
Truss Type
aty
Ply
PHOENIX REALTY - 65706
65706
A09
Monopitch
5
1
A0035767
Job Reference (optional)
Al moog 1
Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:54:44 2016 Page 1
ID:HSelToU9d7eaEKtzidgq 1 fyTWE_-Z763CPHOzzR75xgrYF7cO8VNz5uHsTo2xvFmlhyfjz9
-2-0-0 7-5-0 _ 15-4-0
2-0-0 7-5-0 7-11-1
6.00 12
5 Dead Load Defl. = 1/16 in
3x4 =
3x4 = 1.5x4 I I 4x4 =
3x4 =
12 )r
Plate Offset
X Y -- 3:0-3-0 0-3-0 5:0-6-8 Ed e
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL, in (loc) I/deft
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC 0.94
Vert(LL) -0.08 6-7 >999
360
MT20 244/190
TCDL 26.0
Lumber DOL 1.25
BC 0.48
Vert(TL) -0.17 6-7 >999
240
BCLL 0.0
Rep Stress Incr YES
WB 0.43
Horz(TL) 0.08 12 n/a
n/a
BCDL 7.0
Code FBC2014/TPI2007
Matrix -AS
Weight: 88 lb FT = 0%
LUMBER -
TOP CHORD
2x4 SP No.2
NOTES -
CHORD
WE
WEBS
2x4 SP No.2
2x4 SP No.3
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
OTHERS
2x4 SP No.3
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
BRACING-
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) '
TOP CHORD
and C-C Exterior(2) zone; cantilever left and right
Structural wood
sheathing directly applied, except end
exposed ;C-C for members and forces & MWFRS for
verticals.
reactions shown; Lumber DOL=1.60 plate grip
BOT CHOR
DOL=1.60
Rigid ceiling
directly applied.
2) Plates�checked for a plus or minus 0 degree
WEBS
rotation about its center.
^I Row at midpt
3-6
3) This truss has been designed for a 10.0 psf bottom
nmends that Stabilizers and required
chord live load nonconcurrent with any other live
loads.
MiTek reco
f cross bracing
be installed during truss erection, in
4) * This truss has been designed for a live load of
accordance
with Stabilizer Installation guide.
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
REACTIONS.
(lb/size)
bottom chord and any other members.
2 =
1246/0-8-0 (min. 0-1-8)
5) Bearing atjoint(s) 12 considers parallel to grain
12 =
915/0-3-8 (min. 0-1-8)
value using ANSI/TPI 1 angle to grain formula.
Max Horz
Building designer should verify capacity of bearing
2 =
510(LC 12)
surface.
Max Uplift
6) Provide mechanical connection (by others) of truss
2
12
to bearing plate capable of withstanding 100 lb uplift at
-4108LC
8(LC 12)
joint(s) except at=lb) 2=308, 12=418.
Max Grav
7) This truss design requires that a minimum of 7/16"
2 =
1246(LC 1)
structural wood sheathing be applied directly to the top
12 =
915(LC 1)
chord and %" gypsum sheetrock be applied directly to
the bottom chord.
FORCES. (Ib)
Max. Comp./
ex. Ten. - All forces 250 (lb) or less except
when shown
TOP CHORD
2-3=-1390/4)6, 3-4=-305/0, 6-8=-414/567,
5-8=-414/56
BOT CHORD
2-7=-933/1100, 6-7=-933/1100
WEBS
3-7=0/266, 3r6=-1140/967
LOAD CASE(S)
Standard
6P'sitj *¢ietivY+:pRiie'Mik1.1 loaf MOSSES i'sautj GINUItt:fFaSa.(u%Dma1(Ui106('tUPEY1SCpf6D1Ek;NpkPDts. gstlp#up pertafltr. eel Rt�eflesaattifinr.(r.E�SoDn•hg(IDD}ntiCr±Let�rapl. ifRb 81.I.E.le1Re[fESW he..". asksi'era:,F ffekleaf6PiC-0.aip
.7f;eF nntESt paiPtf{d!{e neg psDu lDDh{r Rkd itEtINFF Dfapf3gieRr(iz, SpFiieip?rtpneri,Qe SttGEE E71Dgtepi?sn!;o RigbASetd lie pR6Riaaalftteerteg,e;p%'llCilp ferlYeleE�gacfllEfi Anthony T. Tombo III, P.E.
wDteed0mT—Is... hDlrp p59E R1pxitirMtpfit DS;�s,dPGctFlitdixp:d agPmLi ikelFil rag Desi�R,mlp[Remio!ne 8i. tleR:ai(lEktEflFSlitagatengF3!l. g6eeppratdepM TDDultty Nittte efIs, ':—kitta;w1ieg,4aage.4,10 aRiDimir9sEtlpie fEe mfpnfili&tqd 480083
{ti DP: EFaacaR.aDtn,nt�itiEFtDDadllepatlmadnilelmesefFeE°Jiuptaagm9S:pinudfa{SLVI9bGPaklpRadSt(laietenraeditrFn�gdeua PlpkfitesAreq l EtieutfuEtFn:efFigtF.tR„DtE f tFtt�rR:fxRt R,�F„ 4451 St. Lucie Blvd.
chFxtRgtl;wAEpE6nRrttgufdeptis wiititg{ptD piDu hrarW TeELEfsCfLge trpiaeeit A071leFdiitg DeFlgeeF. trLEfs Sprem hgWn.•dmpleilisg. diEg1h1EegtFes 'l&4wTni Fort Pierce, FL 34946
•
LopprghtDlUlbb•IRoof lmsses-kel6onyT.ium6olli;P,L AepradetlionuftEisdammenT,ioCRY form, isprchihiledwiphceplle.rittenpermission iramA-iRnallmsses-knfhoopl.lomhulil;p.E.
Job
Truss
Truss Type
REALTY - 6570665706
7IYP'ITPHOENIX
A0035768
1
A10
Half Hip
Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:54:45 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE_-1BgRQ112kH2_i5F26zerZL2YNVEcbwCCAZ KH7yfjz8
-2-0-0 7-5-0 13-10-0 15A-4
2-0-0 7-5-0 6-5-0 1-6-0
3x4 =
6.00 12 5x10 MT20HS=
3x4 = 1.5x4 11 4x4 =
7-5-0
13-10-0
LOADING (plsf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 3t5.0
Plate Grip DOL
1.25
TC 0.90
Vert(LL)
-0.08
7-8
>999
360
TCDL 26.0
Lumber DOL
1.25
BC 0.48
Vert(TL)
-0.16
7-8
>999
240
BCLL
0.0 *
Rep Stress Incr
YES
WB 0.42
Horz(TL)
0.10
13
n/a
n/a
BCDL
t.0
Code FBC2014/TPI2007
Matrix -AS
LUMBER -
TOP CHORp 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP N0.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOT CHO�
,Rigid ceilinRg directly applied.
WEBS
•-1 Row at midpt 3-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
~REACTIONS. (lb/size)
2 = 1246/0-8-0 (min. 0-1-8)
13 = 915/0-3-8 (min.0-1-8)
Max Horz
2 = 478(LC 12)
Max Uplift
2 = 323(LC 12)
13 = 379(LC 12)
Max Grav
2 = 1246(LC 1)
13 = 915(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown
TOP CHOR
2-3=-1382/462, 3-4=-315/0, 7-9=-403/557,
6-9=-403/557
BOT CHORE
2-8=-920/1091,7-8=-920/1091
WEBS 1
3-8=0/265, 31 7=-11121938
NOTES-
1) Unbalan d roof live loads have been considered for
this design 7
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
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) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
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.
8) Bearing atjoint(s) 13 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verity capacity of bearing
surface.
9) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 2=323, 13=379.
10) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and I%" gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
A
Dead Load Defl. = 1/16 in
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 86lb FT=0%
?sercvy Rlwulteiosylip ree:ah¢'lltUUn615E5{iEl(Efr.GE&70(TEIk56(i!SUfl75i[Ui101;f"lU9c'7�dC�Us7lEDvNE&rterx taifp4slpe ye�wcelm eeer�wneantl:is rnsI Ee�'ewgjluxd LLld(nf1. hole V.E.Ieleinnsurthl.—udnsof-or
, o . s�oldeita,e-1rJdr rke?des,,q ""Ally 1.l,9sis,aIte.11...oss Anthony T. Tonlbo Ill, P.E.
oin,d usTrrslh, terreilfg1, as rt*. lltydE, 7rrr,te Cvees4 odbird.jro IN VOMD's", Mh rierge(l, W. 6, it: W II, Wlwiffil ft.11>I. ilee{prord'f&MDW yHA esesit,i.'.h4dirgha.g.O.aeye. iene4Aea n( tmugshl k Me mpositiRn e(
§8008LUCIe3
' 9:o 1o18agDesigexad(amafn. tlim:su¢emie les lggrod@e pctl:assdaeiielqusd(lettlAey(rgared Sc(:tt blesumioeltGllymliJ:eelrE4tadSF(.t ofrieknadtipc:n¢tgieeiz. TPbk t¢fiees 3sregrs:t'lien rci krssd(,TmsCeinen, Eras Uesi (srieeerced inns Neee(onnser,uless 41115t.Blvd.
a:keralse ddmdyge Gtlma cgsxdcpe, siifiy it aA pdesinralyd 3elnss Crvg hliunis uG111e6cldiq Ce!ideee. er Loss irrea fe�evdmgleildsg. dil rcyidliedteEzs ereos ee�ienit Copyright D206A-I Roof Trusses -AmhonyT.Tombs111,P.E. Reprodurimnoftbisdowment,ioaey[arm, isptohibitedrrithoutThe .:riltenpermission from A-1Roolbusses-Amhooy1.Tombolll,R.E. Fork Pierce, FL 34946
Job
Truss
Truss Type
City .
Ply
PHOENIX REALTY - 65706
65706
A11
Half Hip
1
1
A0035769
Job Reference (optional)
Al KOOT I ru ISes, Fort tierce, FL 34946, clesign(galtruss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:54:45 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE_-1 BgRQ112kHZ_i5F26zerZL2efVGebsvCAZ_KH7yfjz8
1 2-0-0 6-6-6 11-10-0 115 4-0
2-0-0 6-6-6 5-3-10 3-6-0
Max Uplift
2 =
13 =
Max Grav
2 =
13 =
FORCES.
Max. Corr
when shoe
TOP CHC
2-3=-1432
BOT CHOR
2-8=-952/11
6-7=-344/42
WEBS
3-7=-841/71
NOTES-
1) Unbalant
this design.
-340(LC 12)
-317(LC 12)
1242(LC 23)
919(LC 1)
ex. Ten. - All forces 250 (lb) or less except
3-4=-634/255,
5-9=-599/778
, 7-8=-952/1146,
4-7=-315/476,
roof live loads have been considered for
4x8 = 5x6 =
Dead Load Defl. =1116 in
4 5
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=340, 13=317.
9) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and 'W gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
Kenag•5 ;¢Ne!oa}1pr<s:saW1I105F IgbSgE1='SHtEl1. GEBilt TEgsiFd.gg5M]gSCUiiOL('EUfEg'1,'Etm6sYlFEkgF&r Irrx. Ysdpdev'ge gnenelersre/rt�ener ea9;is pns; fns 0.e.iag(IONecd E1¢ielmnpLiengrCl,1.E.Ieleseua56setgdxe rse. Uelnso3eran,e slrkdcnlge Too, a if
W re nu wk ,'sies strll Ee esrdI kTCD1,i-4 gse -hs ph¢arr z fpeuellp Eageser},slr sm4reeplfAnp¢sx.o¢;'pixs¢el lte p¢hssimisrc-nee .rtg re ti6st lerit¢des!pnetlaaeeale t;er 2egnld oa 0.xIDDeelp, da-EPH. leedue¢essaxp ms,We7i <am6liees. sz:lekilry AnthO;ty T. Tombo III, P.E.
se Cds s aser ecpdd11�eg lsfieresmasiilirycfti¢Aray,Recneis uP�aa.d ognira @c 4ilpag genpss,iasYe tteR sdlke9 6¢ISFeei 17¢WalEwldmgmk mdlil lk ppn del @e IOC sM rF.e:s esedlh'mv. ixicgAegla#icn,W:sge.ns¢I&Ger erdM;agsYo115e lEeregnsllillpd '
treErrQ Gas mdc # 80083
trq r}x .ai'ndn. lllases s¢I e:Qte neld6mslkr pncns 1pJeiw2e:cf1!¢g:ddug6gssN.cl 4lelunn (K4;pr3ksGed Er I37m3fHd neulenrud@p ;elgndcer.. Pll dsfiees�¢re>:S Irt al4h.¢sAsu7m:C¢,ncn.sr">sDeeEnJnerad iressNsccirmin,crJess. 4451 St. Lticle Blvd. Zh o!Eax se deiimdtpe Gems egzed pre in nirrg gp agµsiesurd¢sd Tsslnn 6esin hgiaen is S61 t4e6r7dag Aengea. rrb sstpsleahgae�x'mryhildzg dgsr33nlTedse ns ere eseel�ir'fl�l.
ropyrght 0 2016 A -I Roof Imses-Arlhony I. Tomb III, U Repmdnrtian DIMS document, in dry form, is pschibised witbrul the.rillen pesmissior i=A-1 Roolhoms - Anthonyl,lombo III, F.E. Fort Pierce, FL 34946
4
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
65706
Al2
Half Hip
1
1
A0035770
Job Reference o tional
A I MOOT i rul yes, 1011 rterce, I'L awavo, aesignLa-tiruss,com
-2-0-0 5-7-10
2-0-0 5-7-10
2 344(LC 12)
12 =-296(LC 9)
Max Grav
2 = 1241(LC 23)
12 = 920(LC 1)'
FORCES. (�b)
Max. Comp.. Max. Ten. - All forces 250 (lb) or less except
when show .
TOP CHOR
2-3=-1455/756, 3-4=-894/466,
4-5=-688/505
BOT CHORb
2-7=-1016/1188
WEBS
3-7=-582/59I1, 5-7=-627/847
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132moh; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:54:46 2016 Page 1
ID:HSelToU9d7eaEKtzidgg1fyTWE_ VOEpd5JgUbirKFgEgg956ZapevX4KLBLODktgayfjz7
9-10-0 15-4-0
4-2-6 5-6-0
4x4 = 5x8 =
Dead Load Defl. = 3/16 in
4 5
chord and'/z" gypsum sheetrock be applied directly for
the bottom chord.
LOAD CASE(S)
Standard
'6creug �aaspf6e;najdpree:fm fu"Ai %DOt IiGSf:f {'SEItFi'p, GED�d[ IflkSd:(95P!lu!51[U(Q�{'gUYp"Ip(IQrO'StEO'ci7F&f" (rrs. gstf('>�ug: gerzsFlm rd rF�eshsa;Yis fcrs; Dn:ynP:ewiapQD� u�d m: AellaorL iF;sb 61.7.E.IttecerteSSeet hels:t.se. Udrrso'kercue sietManika f[A, atip
.W6rreecmery'sGs shl to csed krhe EQDlr ge roEd g;e':ress Desgahgiortr 2fp lip �+ype[�; IYt 5r6i F1 ECJIIQfrgIaYA1<rF;;!pkJ:IAIS!'iltitii9ll FfeSrfll'gfF$RIFCr lrflgP� dre 'fleLes, dtpl;Id eriQQerlp,w:t�-i. i5rkugr essrc+y':�;s, urfrgr (ussnnlaar Anthony T. Tombo III, P.E.
amdrse el Uds Snslueapb4prgrs�erespum:Eigdrdh¢Jc ,Re Csxrfsarurn.elapen+n is lni Qrsigen,ml4e urinle!Rr te;.6e6?eN(SskadEwYtnpade cr9lY.-l. ihrggnro'rlhefDDerCecp fie'6 nsF ot@r'ms.hif(ingta�i'e'.icg,s�rgr.Urlclkalro rdhe;irgsPo115r IGFregnfgil¢d A11it 80083
' 'telci Desgcexoed.merxtei.11lmkssaonieiealCDadlkFpm¢nmAgeildmescliaaSRliirgtaagw fciryt�(r�an�egufrpnik.d:ierErti�fguvuhF r<Mtg-rivdrfee.Tna�eus�.respA�ir�:nrrAaue;ra(a:tnszQFsiguf�.Ircsotr�nE�(nrr�arresstAfrd,eo�e<,reaes- 4451St.L Blvd. 00ie
eraxmFe iegaisdlye Grl;eoegeW egn is wFaiep Sroli priori re?red im:lnss Ce igr Gpiuergs UCl lkeWU(iep Besgrn.rrLsssfynerz hgimrvd�ryheilieg. 'q*1isrdfixscrr'hF'Wir TFti' Fort Pierce, FL Blvd.
Copyright 91UgbA-I Real busses-AnihonyT.TomhoIII: P.L Rnprmdnnienofthisdommeot,incry form, hprohibited +ithmnt34946
the wittenpe;missionhomA-1RoolLosses-Anthony T,lomboIII, P.E,
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
AO035771
65706
A13
Half Hip
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss,com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:54:46 2016 Page 1
I D: HSelToU9d7eaEKtzidgq l fyT WE_-VOEpd5JgUbirKFgEgg956ZakOvafKOmLODktg�yfjz7
-2-0-0 7-10-0 15-4-0
2-0-0 7-10-0 7-6-0
3x4 =
4x8 ! 5x8 — Dead Load Defl. = 1/8 in
- ^•^• - • -1
11 = 902/0-3-8 (min. 0-1-8)
oUuonl cnoru anu any omer memuer5.
7) Bearing atjoint(s) 11 considers parallel to grain
Max Horz
value using ANSI/TPI 1 angle to grain formula.
2 = 292(LC 12)
Building designer should verify capacity of bearing
Max Uplift
surface.
2 =-358(LC 12)
8) Provide mechanical connection (by others) of truss
11 =-293(LC 9)
to bearing plate capable of withstanding 100 lb uplift at
Max Grav
joint(s) except Qt=lb) 2=358, 11=293.
2 = 1259(LC 1)
11 = 902(LC 1)
Ib
LOAD CASE(S)
FORCES. ( )
Max. Comp.�'Max. Ten. - All forces 250 (lb) or less except
Standard
when shown.
TOP CHORD
2-3=-1269/570,5-7=-301/501,
4-7=-301 /50r
BOT CHORD
2-6=-668/954, 5-6=-670/949
WEBS
3-6=0/272, 3-5=-921/664
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
8�:nq PLwseilno rt�:yr<rsa ko"LI EDDnigSSEif'SFItEI �.6ER71E IflkSd(D506i6%S palDdf'EDPSi').;S(d0t7lFgigEWPI—WI?dsip p«mrlars I. hole li4l.i.lelereraSi[et htuP.se. tlllesso7xn!sk stataiwlheiCU,adq
MOM k..a, rent still ItetPd}A na ICDh IP atA Ral imSe �stp hgieur(la, SpnieDp iag:aerl,IQaStmle pnlDDrPpeS?Aile loegb�ediilp!IIPIdea31Hg16ft i'q"gn0h,1p Wfit fisipdIn sgl,Tots 611oldao3WWI, saW&L lit duq, lroyont.; IsadeagfeAGme"LT.IdIbty Anthony. Tombo III, P.E.
.in' digs Less foe' polgTg is P9e«agm4P7laydfir 3—A., C-i's eeDFzt:tdOgtllu d.IrN.9 Dasip!ti,ork, rtd«la@e �.[I, Ml .o@s i AtildigW,WIN. Ik epp s! ei&IND todayfipe aldUk Smis.Indlliop icq.sFiage.htlolkftpe lei'ne!rglidib, Iby I Mhly rnd Y 380D83
' teEoilGayD=.sigxxenl.m7W«.IllaalesalaniplsnlCDad1lkircduksadgeifeleoidtbpSudgieg(®w>axdSduyldaottiaoby IN
(DiSl,PdlsEedPtmdSt(doPtllpakrttdfr!qeceufgAiepr.TFldleEaslasresadwulioesleiLeesdlsslus:Caiged.imssDesi}ySede«radTrasNan&:ie!«,alas 4451 St. Lucie Blvd.
9ifklYrtp dllMkdGJ1(prhldaq!!m�F«I�Gruegpaupaanuaabke netrc«p;raeteglaeelrzeT ues�dm'Deu:«!.«inss;r,!em tpp «,daptdEidq ag ta�ml�aes«!es «k es ikr giema. Fort 1St.Pierce, FL Blvd.
Copyr'gh102D16Ad Reellrosses-Aodhonyi. Tombo 1111 P.E. Repmdudion of this dowmen!, in any form, is prabfbiled uitboni t34946
he written permission from A -I todhessas- Aatbmy1. Tombo 111, P.E.
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
65706 I
A14
Roof Special
1
1
A0035772
Job Reference (optional)
FYI moor I russes, MR rlerce, r•u agd4o, aeslgnfganruss.com
I
% 0 _00
2 0
I
Kun: u.azu s Aug i zuib enm: u.uzu s Hug 1 Zulb mf f eK mausrnes, Inc. i nu sep uu 1u:b4:4y zuib rage i
ID:HSeIToU9d7eaEKtzidgglfyTWE_=aoCgRKJFugiyPPQENhKem7uJJwK3o7UdtUQMOAz6
8-2-0 10-6-0 15 4 0
8-2-0 2-4-0 4- 00-0
46 =
Dead Load Defl. = 1/8 in
3
3x4 =
4x8 =
5x6 =
6.00 12
4
5
L
c,
13 A
Ge
Bi
c
1 `
8
7
6
3x6 =
3x4
=
1.5x4 II
3x4 =
8-2-0
10-6-0
15-4-0
8-2-0
2 4-0
4-10-0
Plate Offsets X Y --
3:0-3-0 0-2-4 4:0-5-0 0-2-0 5:0-3-0 0-3-0 6:0-1-8 0-1-8
LOADING(psf)
SPACING- 2-0-0
CS1.
DEFL.
in
(loc) I/deft
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.25
TIC 0.94
Vert(LL)
-0.07
8-12 >999
360
MT20 244/190
TCDL 26.0
Lumber DOL 1.25
BC 0.46
Vert(TL)
-0.21
8-12 >881
240
BCLL 0.0
Rep Stress Incr YES
WB 0.52
Horz(TL)
0.05
13 ' n/a
n/a
BCDL 7.0
Code FBC2014/TP12007
Matrix -AS
Weight: 78 lb FT = 0%
LUMBER-1
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP N0.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wi od sheathing directly applied, except end
verticals.
BOT CHORD
• 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 = 1263/0-8-0 (min. 0-1-8)
13 = 898/0-3-8 (min. 0-1-8)
Max Horz
2 = 256(LC 12)
Max Uplift
2 =-369(LC 12)
13 = 262(LC 13)
Max Grav
2 = 1263(LC 1)
13 = 898(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown!
TOP CHORD
2-3=-1230/635, 3-4=-103O 7O5,
6-9=-377/631, 5-9=-377/631
BOT CHOR4
2-8=-618/909, 7-8=-661/1006,
6-7=-658/1005
WEBS
3-8=-54/318,4-8=-257/97,4-6=-1027/673
NOTES- 1
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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
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) Plates checked for a plus or minus 0 degree
rotation about its center.
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) Bearing at joint(s) 13 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 2=369, 13=262.
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
Borral•ileoutlnu:g?l;yrfrtfr b,*J.l loaf 1VSSfSr%Iflj.61R7An11*1moliid5S(USro#('WTajdlBllOelFOvllFkr hrm. lerifi 4ilp peteaehn eeerf(delteco77ie inn 0luroon+IEpQgoj eelbalt!lxili. ienb C67.r.1lLnaeSSfel Yetan rte. Utheeohsre:in eltndwt7l TED, arcy •I
RllA flitlREQ•'[1lS S6Ilkmel Blrffi TgBM1Y11Ei.M1LAlII-WipfeilEflr113.SplllrMp Ettf!f1PPylYP 1t11nCe/IEB IPpPS i[IFtt�7.GiAlEt'IPIP61leIIfeJ�1Et0�Cj Rie➢tlSIYIIAf ierIYP ERi P(fIM SF It, Tn5i hjan;I a'b7ooWf,all IN. IMA(Al,P55tIA'IiWS, W3SWp(osnoon,.1,111tr gnthony T. Tornbo 1I1P.E.
aldeee al tlds Lwsln PPyElilSrp ist�naimul:lilttysilne gaaa,he Gseeys(etltal:d Epemw to icildrpPesiysn,ieth¢elenaflie kl,Iltir'nimliwlitEillipale cdlRd. Tde gpwrd Er&w1Ug d:Crcy fie'e xse slNP!nns, intlrliap�Wmp,sb.�ope,U51¢I681m ud8utug sho114P ICenlperriillYt of - $80083 �
he loil�ngele oa5 alx. ill whxs;el sAlslaHMA lktpnhlnmdiridelbces(dmaSaaihpfo�7awrJ Sclaryleluntma(Fi54ys1falek by INW111AmlnI—dh,po.1p1hru, Ttld kfinslAlesgxeltiloe; ndiflies(inlLnlonlpcee irvst onep,frAenr ud TrossldeeAannewlu, 4451 St.00838IYd. e!hrAn ddmdtydttli¢lEtefdcpriawtifui iy Eu pnnea lrwhe! TlPine&llpt bpiaan it oollheaJpiq Cfuteet. arhess Sprerahpiwsdwgtellisg EA atlhpteitemlEmlhtwld ie nLl
Copyrigh101U16A-]Roof Trusts - ArlhonyT. Who 111,F.LReprodcolonofdisdommoo,incoy form, isProhibited wiihautThe writtenpoPmissionhomA-1Roof 8usses- Amboy 1.lomhoIII, F.L Fort Pierce, FL 34946
i
Job i Truss Truss Type Qty Ply PHOENIX REALTY - 65706
A0035773
65706 A15 Common 3 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:54:47 2016 Page 1
ID: HSeIToU9d7eaEKtzidggl fyTWE_-_aoCgRKJFugiyPPQENhKem7wOJwP3ugUdtUQMOAzE
_ -2-0-0 4-8-8 8-2-0 15 0 1z
2 0-0 3
2 = 917/1-0-0 (min. 0-1-8)
8 = 317/0-3-8 (min. 0-1-8)
Max Horz
2 = 183(LC 12)
Max Uplift
6 =-459(LC 13)
2 = 424(LC 12)
8 =-144(LC 12)
Max Grav
6 = 969(LC 20)
2 = 917(LC 1)
8 = 440(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shownl
TOP CHORD
2-3=-1495/1285, 3-4=-1151/1046,
4-5=-1086/984,5-6=-468/355
BOT CHORD
2-8=-1045/1290, 7-8=-1045/1290,
6-7=-624/91
WEBS
4-7=-261/365, 3-7=-451/501
NOTES.
1) Unbalanced roof live loads have been considered for
this design.
46 = /
Dead Load Defl. = 1/16 in
4
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 Qt=lb) 6=459, 2=424, 8=144.
8) This truss design requires that a minimum of 7/16"
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
Id'eroag q!ne hn y5!yrssY•Gx°21 RUCF aC53fSI'SFllE1�.6E&91tlfgkSd(CSGCiC51(IlglCMi'FUPFi'IS(CtC49IF�iKEiP6re.I�i¢h;ip germ!len sal serd!e;es oa'F:Isir!n Rvyr,C�!riaTQCPeci&AeEStrpl.i!wi!I!4A.i.lel!¢eilSitN htis:e n!. U nso iss SIM atTra'Ody
�dlldneseCc, p:tles sgell Csesd faz tulCCbhsdat RS!lee!Desig,hgbeer(I.e, Sgnldlr',ngxeer), Ih Sd n nerlEAregi- 91--plutd at FOISSlsasl!rrf!!erag mntm hddI br at fify Ales sxgl!T,ess degiUel a[YeiCC!eir,mislPFl. lfrtdet7ge!snrtgLcr>s,lxi7;agca*lines, uehtifAg 0
$8083
Anthony. Tornbo III P.E.
,vdtlas Lessu'n Wit"Tisnertsf.'Iflydsf,0—'te Cases WhAld aged.Aaletld.1Do",eIt, vdeddtg,W?a,MEW IS. WalW1ii,gaL mdltld. IN ggmrd d kIDD erdscg fie!e es!d6,Im;S. le.416SI aS1.il.,, WISIM., nd emeg shell asrnj ilalyd Yr
edolhESq Oes yw eng!m lulu, gltuuhrdamis ln:IUDad lkepcAnesmdplitlxdsdles3�ddl,g(rgsed Sdery hlsmdiml(i11,�31i;4edlglP(adfF(A saehrcradhlperaalgdar.. i141 s,sF:reyaw2dU,i; adlAuu(IS!bns Usslgeer.lrussguigr(ecl,ard:d lnn Nncula.�sier,caless 4451 St. 83Blvd.
,IMit ddmdtye hd!!rtag,td!ge, io-aideg gyog genes la,lr!d hs Inn Csdgs hgta!ei Is tlCl lle&rliig Ueilgn,.!rLan Sguea hgisexdagdellleq. dfl rgihd[edtazs en et ddnd ie TPId.
41 Ifapyright 02016 A4 Rod Lasses-Amhony T. Tombe Ill,P.E Pepmdcdioaotthis dawmeoi, is aay lonn,isp,ahihited s,igbaal lAe written peemission6om A4 RaalLnssss kagbooPl. Tambolll, P.F. Fort Plerte, FL 34946
Job I
Truss
Truss Type
city
Ply
PHOENIX REALTY - 65706
A0035774
65706
A16G
Hip Girder
1
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:54:48 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE_. SmLa2nKxOCy7zy_dn5CZB_f7LiGToJnesXD_uSyfjz5
-2-0-0 7-0-0 9-4-0 15-0-12
2-0-o 7-0-0 2-4-0 5-8-12
ax"— "^" "^' Ux1U 11
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL 30.0
Plate Grip DOL
1.25
TC 0.66
Vert(LL)
0.10
8-9
>999
360
TCDL 28.0
Lumber DOL
1.25
BC 0.47
Vert(TL)
-0.14
8-9
>999
240
BCLL
0.0 '
Rep Stress Incr
NO
WB 0.31
Horz(TL)
0.05
7
n/a
n/a
BCDL
7.o
Code FBC2014/TPI2007
Matrix-MSH
LUMBER-1
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP No.2
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-5-1,
Right 2x6 SP No'
2 1-6-0
BRACING -
TOP CHORD
-Structural wood sheathing directly applied or 3-3-14 oc
purlins. I
—BOTCHORD
Rigid ceiling idirectly applied or 6-11-9 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
REACTIONS. (lb/size)
7 =
1708/Mechanical
2 =
2136/1-0-0 (min.0-1-14)
2 =
2136/1-0-0 (min.0-1-14)
Max Horz
2 =
359(LC 8)
Max Uplift
7 =
-1113(LC 8)
2 =
-1361(LC 8)
Max Grav
7 =
1848(LC 33)
2 =
2232(LC 33)
2 =
2136(LC 1)
FORCES. (Ili)
Max. Comp./Nlex. Ten. - All forces 250 (lb) or less except
when shown{
TOP CHORD
2-3=-1884/1879, 3-4=-3282/2195,
4-18=-2624/1806, 5-18=-2624/1806,
5-6=-2992/2032, 6-7=-1332/1146
BOT CHORD
2-9=-2055/2647, 9-19=-2084/2888,
8-19=-2084/2888,7-8=-1788/2595
WEBS
4-9=-684/977, 5-8=432/687,
4-8=-495/520
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. II; Exp C; Part. Encl., GCpi=0.55; MWFRS
(envelope); cantilever left and right exposed ; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plate(s) at joint(s) 4, 7, 7, 2, 2, 2, 9 and 8 checked
for a plus or minus 0 degree rotation about its center.
5) Plate(s) at joint(s) 5 checked for a plus or minus 4
degree rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
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.
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 (jt=lb) 7=1113, 2=1361.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 490
lb down and 532 lb up at 7-0-0, and 302 lb down and
322 lb up at 8-2-0, and 398 lb down and 494 lb up at
-9-4-0 on top chord, and 639 lb down and 470 lb up at
7-0-0, and 105 lb down and 33 lb up at 8-2-0, and 639
lb down and 470 lb up at 9-3-4 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
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 + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-116, 4-5=-56, 5-7=-56, 2-10=-14
Concentrated Loads (lb)
Vert: 4=-328(F) 5=-398(F) 9=-535(F) 8=-535(F)
1 8=-28! IF% 19= 691Fl
Dead Load Defl. = 1/16 in
M
d
A
PLATES GRIP
MT20 244/190
Weight: 83 lb FT = 0%
i�ercng•Ygspt4n¢¢g4;rrer:en lie -AI tDDF iY>SSESI'SQQIa.GED]IL iE18SddGODDiD5S [Ui1JQ{°goPEr'IdrIWOW[FCGdiEAr hrz 1sUgk4p germ<tlm rel neUrdn ®tl:is rats ox� orrrugQOP and W letaaarl.7eoh 11,7 r.lefnnnS'uel 10,1, m. Udrss0—m s,drdwit, TDO. air
Ilekaerd, pkhnYd'ts ned FcGe iCUbhr¢kA Au irn, Destg¢EyheerD.a, SgnlrUrEngrcaetA lYe srQe¢q iMrtpasmisemq»edlke gshni¢ail emetvrpr;Wrilliliry brgh denp�efttetxelrtar, dgctrt¢t&rIDou¢,eai1PF1. 146ugussrnykonb Wfiq uWhn,.1dUrg Anthony T. Tombo III P.E.
,d rn elmds hns61 eq bieg istarresg'miQifryali5e Dm?;.!tr Crrn'wNinlad agr!An rta Ir11Txg Drsigret, wldr mieriadhe Qi.6ea3gn117rhtaEtudlagndr m9lttl. Ih eggr¢r¢Id AY! (Doadmr fi¢'¢ nse otih':mtt. bdrdugdil¢g.,I¢:¢gr. inl¢ISr'ieudAuiiw}slroliAt IEe ugmilil!Igaf '
' ercildugDasiyxr¢¢dd¢nAmhi.dlfmhsstl¢�hlaalDDmMlkep¢A:asmdg¢11tlinescdQeB:ldlqroay¢ard5¢Se1yI¢6imniaa(dL4;prElnkedYriHadSigdmrnlererceldngan�g'drn.idlAdefin,dxres7sa:tifM aldd>ssAnsluuonig¢x.Ims,onegnfednerandir¢ssne¢dad—,wo, 86083
!M1erl,e ddsad derl:eR¢nedennritir l¢li ndn iar¢Ired TWlus: GtirQla•nitAUl lh'uUdi¢Dtu eer. rrleenSremh'erd Yelld.dli?IIeY[¢dtew,e[eedtlux+ile'F6I. 4rt Pier ,FL 64Vd,
Fort Pierce, FL 34946
[apyright�iDlbAdRovilmue3-Asl6onyi,irmholll,P.E Peprodreianorifiitdommroi,ionerlorm,ispmhi6Ste-0wit6Uelihe.rillenpelmissionhomA-1&oalLasses�Aadhanyl.iomballl,P.E.
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
A0035775
65706
B01G
Hip Girder
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:54:49 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE= wzvyF7LZnW4QBiZpLojojBCGV6cbXmHn4BzXQvyfjz4
2-0-0 7-0-0 16-0-0 80-0
2-0-0 9-0-0 '_2I
7-0-0 7-0-0
LOADING (psf) SPACING- 2-0-0
TCLL 30.0 Plate Grip DOL 1.25
TCDL 28.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr NO
BCDL 7.0 Code FBC2014/TPI2007
LUMBER-
TbP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP No.2
BOT CHOR 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3
BRACING -
TOP CHOR
Structural wood sheathing directly applied or 2-9-5 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 7-5-14 oc bracing.
MiTek recdmmends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size)
2 205210-8-0 (min. 0-1-11)
5 - 2052/0-8-0 (min. 0-1-11)
Max Horz 11
2 = 111(LC 25)
Max Uplift
2 = I -1169(LC 8)
5 =-1169(LC 9)
Max Grav
2 = 2052(LC 1)
5 = 2052(LC 1)
FORCES. (fib)
Max. Comp.(Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3397/til70, 3-4=-2919/2005,
4-5=-3399/2171
BOT CHORD
2-8=-1824/2961, 7-8=-1842/2992,
5-7=-1821 /2957
WEBS
3-8=-509/838, 4-7=-509/838
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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide a6equate drainage to prevent water ponding,
AxA =
CSI. DEFL. in (loc) I/deft Ud
TC 0.83 Vert(LL) 0.12 8-10 >999 360
BC 0.41 Vert(TL) -0.20 7-12 >969 240
WB 0.29 Horz(TL) 0.05 5 n/a n/a
Matrix-MSH
4) Plates checked for a plus or minus 0 degree
rotation about its center.
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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=1169, 5=1169.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 481
lb down and 462 lb up at 7-0-0, and 481 lb down and
462 lb up at 9-0-0 on top chord, and 639 lb down and
470 lb up at 7-0-0, and 639 lb down and 470 lb up at
8-11-4 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 Increase=1.25
Plate Increase=1.25
Uniform Loads (plo
Vert: 1-3=-116, 3-4=-116, 4-6=-116, 2-5=-14
Concentrated Loads (lb)
Vert: 3=-253(B) 4=-253(B) 8=-535(B) 7=-535(B)
oad Defl. = 1/8 in
d
A
l�
PLATES GRIP
MT20 244/190
Weight: 79 lb FT = 0%
%orr(g�euwalEnoa}i!prer:s+r@ce'A�It911niCs:(Ss'SFftE1�. GE674t('.9kAd(QSUIIiuRS ClSl9#j'INfB7S[OrON(ER;NEFPhrr:.T>;if/ds;i{etemauerseet nuwnk:a3isiar>gxcyn Pia*1spQg0lucd ltdeD:nrLisnlr Ei,l.i.lelnezreSuNhdxeese. UdessoYxreise sretedrrlgeiW, �q
kites seuesaa px(esstd!le andlm l'x1CPUle rald d;einns 6esip hsieerri,Ia,SFesialgfrctter},Ihmnlee neyl[Anyusmsser nie7D.wisdtse pdessiaasiee(,ieemeg rr>culilar lerlpe9nynsd lte saafe trsr tgfAd s,ieigAsrlr,m#riP4l. IdekuEe ssseeq!:rez,k>xKat<aa4tires,rahlflury
mloseeltlss Uttsler rn tri02g isueresgxviilusuY.n gwm.Ce Owee�:aoiami:ed apetlos`aki(lal ges'gan, iasYe vuetlwlde�(, lEe pills semiEtlldiolode Ti>l.TkeprorkeCme NGm9eeF Fe!eeudlh lmss. ixidieF dieg.stera7e, inleltpeo udlmicn shdl4e lhngasisil:¢d Anthony T.TOmbo III, P.E.
80083
e6o�yRrea±®:mr.lnm�seiiennPsDadlhpctli mdFri(elkuseftL5iiig6sMSLryietereeim;pdh;&edCFI11ad5ldBercinea�hi nul�deer..'FII&le areyxisglnsusileG clnalm+Ce:esi.lrsUesi E4ceermeEnssNcevun,ans 44515t.Lucie Blvd.
r.Fre:ve teie,>aeyo[enmeeeaeaeFa ia,s�ieey Er aeFereesia,4eas nstns,d'E;ige[groueris sei ineadiep ervpee.erter,sH 4�ht�w4�pEoaa. ag sreii:san�:sere os teiie spa. Fort Pierce, FL 34946
Copyright D 206 Ad Real Trusses- Anthony T. Tomb III: R.L Reproderfian Otis datument. is any form, is psahibhed withoul the wrilten pu6ssion how A-1 Roalbesses- xnthenpl.lom6o III, P.E.
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
A0035776
65706
602
Common
3
1
Job Reference (optional)
Hi rcoor i ru ses, (-on vierce, r•u 14V4b, eesignioa-firuss.com
-2-0-0 4.
2-0-0 4
Evian n�Ec
2 = 157(LC 12)
Max Uplift
6 =-267(LC 13)
2 =-360(LC 12)
Max Grav
6 = 959(LC 1)
2 = 1224(LC 1)
FORCES. (lb)
Max. Comp.�Max. Ten. - All forces 250 (lb) or less except
when show,
TOP CHORD
2-3=-1555/1021, 3-4=-1148/831,
4-5=-1223/781, 5-6=-271/0
BOT CHORD
2-7=-819/1295, 6-7=-489/960
WEBS I
4-7=-19(3/37b,3-7=-449/385
NOTES-
1) Unbalanc I ad 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. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
Run: 8.920 s Aug 12016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:54:49 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE_ wzvyF7LZnW4QBiZpLojojBCHT6aJXoEn4BzXQvyfjz4
8-0-0 15-0-12
3-6-3 7-0-12
4x6 =
Dead Load Defl. = 1/8 in
the bottom chord.
LOAD CASE(S)
Standard
4
'De"'Matethna*!j fr:frih"S-I IDDE1BBSiESI'SEtIEh�.EE&90.€Efh4a6(DffiDDi�75S [L'i1BDj"IDYEC)!( DWtE0i11EkP(ers. IaNp dr,Igt garaafltrs eE/rf�ntn antl:is fnsi 1�,T D,-!gjDPW lhhh'arl. iEuht&1,9.E.ItlxeeEei ohdare w. DElt 1.— sEnkdealht ECD,esp
h1a.",a"yed-hil to ned lm Pn FGFbhra[ddu'ra,E Desip EtglBlPr(L,SgllfeAf:n9'nP(d.lhe s¢¢dflfefl(DrPpsasi er Elllj d¢d ltf pfltfEliaal EE tfr4Eg rPijTillhlAl)Itrlttd¢ai�[d1935!aalPTl¢IEdPgi:IPa 0.t ttlDDitN,HJ.Y1P41. the li[1ESf.Ftf'M:i, Wxfwl�iloes, salehil, '. Anthony. Tombo 111 P.E.
fadeetd tlr¢.xshregleDl¢gtsE7eanpa¢s:tJ{iryedlheOxaev,xeEotetiMhasiEraag¢�EEdxhilkEgDti�x,ia@trselerldahrld(,Ih($?EelWa6Ealhitdghro6wdltl.ihryfntdeldtelDDEn9Eaplk'tused@Elms,(aiehad kieg.s:as3e,laatElhirzEtdvEixasha115eih,qu,4ildid y ' §80
1t.Lu083eB¢hidnggasgsandiaeExaEem{ a,Ena iEia¢rDmMiaEpErhEadg:urie�d(vsrlaut(o ss ri=iEaEr pc;palnhat.lraasFu�rrEt darp�mgaieafnhl EPfere irnEdaEmsEutnsref;in¢f.l�sotEi E tr etroiExEee(en,,dn, I'llehBlvd.
a:terdEe dAinedtryf ht(in? agizedfiee inaaYup hr ag autef inalafA 'a¢lnsE CriSe &paler Is DG11h5rddieg OEudaeE. erhen ifsew hgnen• ri spleilisg. d{ r¢gitolixE9h¢:sE erE eE affev' ugld.
Fort Pierce, FL 34946
i Copyright D 2016 bd goaE Lasus-Aalhoan• F. EvEnha III: P.E AepmdDniE;n aitF.is dawment, in any form, is pEvhihided wihhael the written peamissian item A-1 RaelLussys - knthonyl.lomho 131, F.E.
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
A0035777
65706 i
B03
Roof Special
'I�
Job Reference (optional)
A I KOOT I russes, r-on merce, I-L 54to4o, aeslgnLanruss.com
-2-0-0
2_0-0
Kun: td.VZU S Aug 1 ZU1b f-rint: b.UZU s Aug 1 zuio mi I eK Inaustrles, Inc. I nu
I D: HSelToU9d7eaEKtzidgq 1 fyTWE_-09TKTTMBYpCHps7?vVl
8-0-0 13-8-0 . 15-4-0
4x6 =
4x4 = 4x4 = 1.5x4 11
3x4 =
8-0-0
LOADING (Ps"
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/deft
Ud
TCLL 30.0
Plate Grip DOL
1.25
TIC 0.88
Vert(LL)
0.07
9-12
>999
360
TCDL
8.0
Lumber DOL
1.25
BC 0.47
Vert(TL)
-0.18
9-12
>999
240
BCLL �0.0
Rep Stress Incr
YES
WB 0.30
Horz(TL)
0.01
6
n/a
n/a
BCDL
17.0
Code FBC2014/TP12007
Matrix -AS
LUMBER-1
TOP CHORD 2x4 SP No.2 *Except*
T3: 2x6 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.
BOT CHORD
. Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
REACTIONS. (lb/size)
6 = 940/Mechanical
2 = 1265/0-8-0 (min.0-1-8)
Max Horz
2 = 182(LC 12)
Max Uplift
6 =-269(LC 13)
2 = 378(LC 12)
Max Grav
6 = 940(LC 1)
2 = 1265(LC 1)
FORCES. (1b)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORp
2-3=-1271/7I32, 3-4=-1201/756,
5-7=-788/11143
BOT CHORD
2-9=-525/95J4, 8-9=-827/1232,
7-8=-811/1226
WEBS I
3-9=-37/291�, 4-9=-407/316,
4-7=-1508/000
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 ;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) Plates checked for a plus or minus 0 degree
rotation about its center.
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 Qt=lb) 6=269, 2=378.
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
08 10:54:50 2016 Pagel
Dead Load Defl. = 1/8 in
Ia
Io c6
PLATES GRIP
MT20 244/190
Weight: 70 lb FT = 0%
''d'¢raay�e'uaselknu:�iyrsr:rxiie"61 i4itl IACSStS{'SHLEI`�6fk7At 1E1MSA({,Ngp;iSi(IufOM�N1YEi"l:CSW6SttEA:pENP hra.. tai�.hilgn p¢rzxtl¢n¢e/rew3¢¢l¢s ar3is fns;pzs�Rn.iap(fgU ucd l!edellenpl.tentn tl.P.E:lelneev Sas+Edan ese. Uel¢sso�rcre sYkdwlEeTCfl, amq
kitef raeeeCae psles stall to wed lustre [CDUIen1:A Aselross Deli Fuioee¢,ix, SEaiekrFndne6,ihe s�esnpi[Osepa: ;en m�6 es11te pslessts¢s1¢rgsnsrrq respw,ilites lnrlAe desiq,elue seulet,es defined x�3etDpeelp,a�a iP4l. ihe6Ade nsnwg!us; Wadwg¢ lass, swhtilry Anthony T. Tornbo III, P.E.
md¢sr ettldsiYl esr leiW�rl ist4res stilny¢tite9sa>!,tte Sweets netea ind ogest<a d*ftilda; g�s n,alte u¢lenot(Ye l3:.11e'Sie¢l InWsEEtltnpMesodRni. Ike elkstre>!,t¢ldisgM:a.icn,s!¢ge,inhlkr5eo enl!!eeimslekl6e Ce resE¢¢ciHkhd $80083
nlmagos�¢sdtartae¢.ulnksnwnaIDuasditepciGeendg¢ndxsite:Aaittn sinit6naml¢,{6v;pa eetpin sRAse,elmxaapnuEgs(m:,natnas re�s31¢eeddeluenul,nsscs;ig¢s.tmsonptnenatnssaanotn ass 4451 St. Lucie Blvd.
stusi,e ddtge(emml¢Iiaeargen lswsa¢gtr¢sg sties i¢satrear¢slmssCeuke ty¢¢•w is act nerai¢Indnu. erus¢ssq,emlel�ere�nnt. sa cvaairdmss u¢¢s (erzad i¢ml. Fort Pierce, FL 34946
Copyright02016A-I Roof Isom -AmhonyLiomholll:1`1 Rep kalonoffhisdommenl,inooylem,ispsahibiledwiShouidewrittenpesmissionfsomA-1RoolTemos-AnfhooyMemhoIII,P.E.
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
I
A0O35778
65706
B04
Roof Special
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:54:50 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE_-O9TKTTMBYpCHps7?vWE1 GPIPAWyNGBaxJri4zLyfiz3
-2-0-0 { 8-0-0 11-8-0 15-4-0
2-0-0 8-0-0 3-8-0 3-8-0
4x6 =
Dead Load Defl. = 1/8 in
3
1 6.00 12 T2
4x6 =
4
RI
I
S
• 1 ` r 8 7
4x4 = 3x4 = 1.5x4 11
ffiE:IIll
LOADING (pii;f)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL 30.0
Plate Grip DOL
1.25
TIC 0.90
Vert(LL)
0.07
8-12
>999
360
TCDL 28.0
Lumber DOL
1.25
BC 0.44
Vert(TL)
-0.19
B-12
>938
240
BCLL Q.0
Rep Stress Incr
YES
WB 0.35
Horz(TL)
0.04
13
n/a
n/a
BCDL 7.0
Code FBC2014/TPI2007
Matrix -AS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP N0.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOT CHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
REACTIONS. (lb/size)
2 =
1261/0-8-0 (min. 0-1-8)
13 =
900/0-3-8 (min. 0-1-8)
Max Horz
2 =
225(LC 12)
Max Uplift
2 =
-372(LC 12)
13 =
-257(LC 13)
Max Grav
2 =
1261(LC 1)
13 =
900 LC 1
FORCES. (Ili)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown
TOP CHORD
2-3=-1245/678,3-4=-11011731,
6-9=-435/716, 5-9=-435/716
BOT CHORD
2-8=-585/928, 7-8=-725/1126,
6-7=-721 /1124
WEBS
3-8=-69/313,I4-8=-312/170,
4-6=-1163/747
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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
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) Plates checked for a plus or minus 0 degree
rotation about its center.
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) Bearing atjoint(s) 13 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 2=372, 13=257.
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
3x4 =
5x6 =
5
13 �
N �
6
3x4 =
PLATES GRIP
MT20 244/190
Weight: 74 lb FT = 0%
&erd g-N.,t '.p:yrer:e,Vjl loaf Mists I'sEtlf1' 6E18Nt Taki &courom aslamCmEi)SMoWEEDWINr We. Indyskup percaden eee rid Wu m+hs Tars bore Dwnl9DID) W Vnhn ayl. isnb ibp.elehw,iNO1 re sse. Ursa ..1a , s,t": TDo, ady
Xilst ss ft ydes Ad 6s esedhINEDb Yesald dse'rms oes«p Eegiaeer(I.e, ipesieiy iguer7,tte ssafnnayliArtpssafsse uey�ksa: dbep ttinssslsv-eeeereg r,npa,ssIq hrnedesignsdIss scgh,Tnss drgiUd as WoDnry,ac IN. lk 605s"nursns, gsadniees, sd6difdy Anthony T. Tornto III, P.E.
oadardUns7azshe uyleid2g isekrts'mslaliNdhe 7cir,!I:e OeeersceCsstlnde3ettw Sa Eallgmg Desgan,hlke rselertaiNe ,lNe i`sd ns lasalEdlgiogage l7t:-I.7Ex cgprm�dd P.a lDDa�sc,F.e't xss e3lls trns, h!Idh35m3 icc,s rpe, iaslelYAee esiheirn shc114e tEs resposili6hd 880083
' ?PlC1 D.51gt. eag me(. Ntcahs SelSd{1lN316DaW 1ls pstll2tmdgedeiawssg llsSaUgieg[astir*ro gdeh ldflRCfi31(li-SI'pLiiiSIP6 E(It:O'�SlEp BedElelEfddl[I gP iQ{AAaCe1L. �pII2SiQC.lklBplOS�ICP Ai/ICIt43 eE neltRSDESiIfCe[.ItOiS DlSL�1 EtfleeP(!.f&In15 EEttCNfA'ICIef,4�e51 4451St. LUcle Blvd.
ekenise delmdlyvE die¢egixdspse iaaii4ag ly aN piSrs hsand 3sLsss@ssi,o NpUseris xDE be6zidlsg Dsugrn.tthsss5yshahga¢ae`ieplcil.Eebg. gg s�sldi[d2ixs cre as gshu3is TPli Fort Pierce, FL 34946
Copyright D7D16A-IRoelhessss-AelhonyF.TomhaIll;P.E, teprodostionofihisdewotef,inoryform, isprohibited withal the writtenpermissionfrom A-1Rodle"yes-Anthony].lomholfl,P.E.
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
A0035779
65706
B05
Roof
Special
1
1
Job Reference (optional) __J
Al Roof Trusses,
Fort Pierce, FL 34946, design@altruss.com
Run: 8.920 s Aug 12016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:54:51 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE_-sL1 igoNpJ7KBQOiCTDIGpcHbEwFM?dN4YVSeVnyfjz2
-2-0-0
8-0-0 9-8-0 15-4-0
2-0-0
8-0-0 11-8 00 5-8-0
5x6 =
Dead Load Dell. = 1/4 in
3x4 =
3
4x4 = 5x8 =
4 5
6.00 l2
L
ei
1 en
12
v
2
e
1 e s
7 6
4x4 =
3x8 = 1.5x4 11
9-8-0 1 15-4-0 ,
9-8-0 5-8-0
Plate Offsets
X Y -- 4:0-1-12 0-2-8 5:0-1-8 0-3-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC 0.88
Vert(LL) -0.14 7-11 >999 360
MT20 244/190
TCDL 28.0
Lumber DOL 1.25
BC 0.58
Vert(TL) -0.37 7-11 >488 240
BCLL
0.0
Rep Stress Incr YES
WB 0.44
Horz(TL) 0.05 12 n/a n/a
BCDL
i.0
Code FBC2014/TPI2007
Matrix -AS
Weight: 76 lb FT = 0%
LUMBER -
TOP CHOR D 2x4 SP No.2
BOT 2x4 SP No.2
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
WEBSS 2x4 SP No.3
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
OTHERS 2x4 SP No.3
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
BRACING-
and C-C Exterior(2) zone; cantilever left and right
TOPCHORD
exposed ;C-C for members and forces Be MWFRS for
Structural wood sheathing directly applied, except end
reactions shown; Lumber DOL=1.60 plate grip
verticals.
DOL=1.60
BOT CHOR
3) Provide adequate drainage to prevent water
• Rigid ceiling directly applied.
ponding.
4) Plates checked for a plus or minus 0 degree
MiTek recommends that Stabilizers and required
rotation about its center.
cross brac'ng be installed during truss erection, in
5) This truss has been designed for a 10.0 psf bottom
accordance with Stabilizer Installation auide.
chord live load nonconcurrent with any other live
loads.
REACTIONS. (lb/size)
6) * This truss has been designed for a live load of
• 2 = 1264/0-8-0 (min. 0-1-8)
20.Opsf on the bottom chord in all areas where a
12 = 897/0-3-8 (min. 0-1-8)
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Max Horz
bottom chord and any other members.
2 = I 264(LC 12)
7) Bearing at joint(s) 12 considers parallel to grain
Max Uplift
value using ANSI/TPI 1 angle to grain formula.
2 =-364(LC 12)
Building designer should verify capacity of bearing
12 =-269(LC 13)
surface.
Max Grav li
8) Provide mechanical connection (by others) of truss
2 = 1264(LC 1)
to bearing plate capable of withstanding 100 Ib uplift at
12 = 897(LC 1)
joint(s) except Qt=lb) 2=364, 12=269.
9) This truss design requires that a minimum of 7/16"
FORCES. (Ib)
structural wood sheathing be applied directly to the top
Max. Comp.Il/Max. Ten. - All forces 250 (lb) or less except
chord and gypsum sheetrock be applied directly to
when shown.
the bottom chord.
TOP CHORp
2-3=-1212/633, 3-4=-1165/750,
4-5=-1023/633
BOT CHOR)
LOAD CASE(S)
Standard
2-7=-647/89 3
WEBS
3-7=-104/512, 4-7=-815/506,
5-7=-661 /1032
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
''t"erw:�7irasena(sr'r(ereefx"1IY9Uf[i&SSi1{'SF(lFr�.6F57dtTFLffiSd(g5UtlaiSl(UiFON(EUP[B').CpsOs7[EOidFRPbrs.Ps46'siPererzul1— eodeeteseel;isTres;ors:ynwenPpEoa�al�elomnrT.TlrsnEr,;'.E.ielnee(aSAletkefa:e.se.Ullecsdl—AsweUas¢erC9,xcr
illi(¢remu E:des Sidi Ee esd�C+eTfigh Ye roEb ds,Im gesipf pelerti r, rdaieUr eegsaenj,lie sees. ee) EL'g Im.1,se[(I�L-![be p hssl.,t"een[gre'.7.AOI lerIke dedpd na!rile Trefi depdd.6TUOedy. !E IKI. fie6iip etsemy:wn .W, ondnlans, sxM" Anthony ' T. Tombo IIIr P.E.
E
�eee ft EYS TleS}Ilf Ber E61��IE IS�nsprss:tdliydliP ge9Y,d:PECefliCe'E[S11Pd edtll(V iER [f�llPi?3 Pe➢§YN,IA.lie(fdNI9fIEe �:.lil liteed llr(fiilt4llEUj(BItAtI TPSI. TFBeP'IeYR eI T1R EEPtl?EeCPER!$ieEdliellfi!.f�(rWf �ilEd.Sb[OTI.IefICIIl76e Fed h!IISg Sltdl iP lil tnpeetlil4ryd it 80083 t'oft Urssgs:.1Tm7011. dlieaks W MI. seeP,Umdi nrpen,—elpddi�e,ctter&*JLer [e uxtl Sd>.ryldnrt lin{iLel ytd;ited by IPlmdS![d¢eeeeertud:ee permstgridcar.'ili iefieesfAe rzrzmeUilienttlevliesettlaiercstlsi¢ui.imsUesip, Erdeler ai irvu oecdedrcee,rxlesf Q4SS St.0083Lucie Blvd.
a:6amu ddmdfyI Wwrec'sedern reamer it A Icon is"I'd Teslrrcs Edge I'[Wr is ecT the Finding geddelr 0 Ss SrV..B91E(NMM9oVW1f.I I(r;ileli[dhres ere ms lllkx#ie TPfl. Fort Pierce, FL 34946
(opyrightV2016A-I Roof Trusses- Whale LTombeIII: P.L Repwdnnionofd!isdmwmen!.imoegform,isplehi6gedmrOhodthe *ripen permission from A-1Rodlemsses-AmthonrLlomboIII, P.E.
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
65706
B06
Half Hip
1
1
A0035780
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:54:51 2016 Page 1
ID:HSeIToU9d7eaEKtzidgglfyTWE_-sL1 igoNpJ7K8Q0iCTDIGpcHZGwG8?fR4Y,VSeVnyfjz2
2-0-0 8-4-0 15-4-0
2-0-0 8-4-0 7-0-0
4x8 -
3
5x6 = Dead Load Defl. = 1/8 in
4
3x6 = 1.5x4 11 3x4 =
LOADING (pso SPACING- 2-0-0
TCLL 30.0 Plate Grip DOL 1.25
TCDL 26.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 7.0 Code FBC2014/TP12007
LUMBER -
TOP CHORD 2x4 SP M 30'Except-
T2: 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOT CHOR
RRiggiddSceiling directly applied or 7-0-10 oc bracing.
WE
1 Row at midpt 3-5
MiTek recommends that Stabilizers and required
- I cross bracing be installed during truss erection, in
REACTIONS. (lb/size)
2 = 1266/0-8-0 (min. 0-1-8)
11 = 895/0-3-8 (min. 0-1-8)
Max Horz
2 = 307(LC 12)
Max Uplift
2 =-363(LC 12)
11. _-289(LC 9)
Max Grav
2 = 1266(LC 1)
11 = 895(LC,1)
FORCES. (11))
Max. Comp.)Max'
Ten. - All forces 250 (lb) or less except
when shown
TOP CHORD
2-3=-1210/517, 5-7=-331/529,
4-7=-331/529
BOT CHORD
2-6=-628/885, 5-6=-630/881
WEBS
3-6=0/273, 3r5=-899/655
NOTES.
1) Unbalanced roof live loads have been considered for
this design.
CSI.
DEFL.
in
(loc)
I/deft
L/d
TC 1.00
Vert(LL)
0.09
6-10
>999
360
BC 0.53
Vert(TL)
-0.20
6-10
>915
240
WB 0.31
Horz(TL)
0.08
11
n/a
n/a
Matrix -MS
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
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) Plates checked for a plus or minus 0 degree
rotation about its center.
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) Bearing atjoint(s) 11 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Gt=lb) 2=363, 11=289.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 77 lb FT = 0%
Rerong g;± et6a(w}�;yr<r.(Wlie"AItDOEIiCSfif{'SE[EE1�,GEDH1[iEikSd(uSDllvi%S[DfEOk{'WYEi�;UgD±±tEDitlERrterx. teotgpgeragdgrsE¢/r±NillEsse!Eisfnu �.s:yaD:grad(IDPklIL•Atllmrt.7orthlt,9.E.41e!e¢(!fA(ethI—st. Udgvsottsre!s(SidesoMTC-0,wr
elgdtli!lCt psJel Sdgi hElM EuMtGDli de EEi:a Aaltms±DtkgaEEgulP[ Stflitfi/EgtEPtI, IYtfed Fl±e!IgDRg1±53:ilill[�N"3dlff g!tIt(fI±TII fIs�EtfPi.¢g[Pi�NJhDIy Ie[ile lPSi+It7.!cglPT,g{{ieginelilP.tTDD±EIJ;.YIFH. I6eM;ig1lSfi¢I�1:C¢l,(hLDit±5, 3`.¢IEIIIgj -. Anthony. Tombo III P.E.
xdgvnfttdi s6!gq ri krg!sLle r±sgwutifaiE{foe Oc'ra.teCmcn`sed'amnl aged((�he G�ilGq D±s�(+,mid!¢einio!ike i4i EPelR:triW±kaa[Ewlliagafe¢dlt�i. tEerypaea:rfGe if10o-AtEg fia!e¢SetNt,rets.i¢:i¢iiagM(d'igl.ib:gge, bilelig5tE ni f!¢urgsiell4 iswFuslKlIet Y
s 80083
!EP FEIt D±SV 9!l 9tl11. Dit(a!ei 411gl1101e3IgOmdiglpad:mwdgaiel¢asdte±6zuiegtoaga¢ea fel±y ldn¢du!{F(fl;pdi::Eet E.IN¢rdf![A senlwtr.(e3:a qux!dguiena. Ttlidfi¢es tnresdaas�ald:(;eetldie±dll±Lt4sG±dgce!.IrrcsOesiySErrageerrnd rre;s HacvL+:iu!er,nitsr 4451 St. Lucie 61Vd. ®:kaEti(eddrt=.-ilye6EhntEg'±WEF(E in etwE9 Y,'o6 p!:rer iEnh(d ID±L¢uG;ip Egia±etl¢nC71hBn:uicg 0eugcn.e[L.ssf74�e�¢hyaearsitaryleiilegd;t (({itdir(drt(atcreei iefsaiie'Fil 6
Copyright0206d-I RealInsses-AelhonyLiom,L R fiolll,Pepmdedibnofibisdotumot,isiuyform,ispmhibitedwithout the aittenpeimiisionisomA-]Roofbulies-Anthony Mambo ttl,P.E. Fort PIBfCe, FL 3444
Job I Truss Truss Type Qty Ply PHOENIX REALTY - 65706 -
65706 B07 Half Hip 1 1 A0035781
Job Reference (optional)
Al Roof Trui ses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 12016 MT20 ek Industries, Inc. Thu Sep 08 10:54:52 16 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE_ KYb5u8OR4RS?2AHOOxGVLggqfKb4kl4En9BBlDAzl
-2-0-0 5-0-15 9-5-0 15-4-0
2-0-0 5-0-15 44-1 5-11-0
4x4 =
5x8 - Dead Load Defl. = 3116 in
4 5
6.00 12
1.5x4 L
3
C5
12
Cl) 2
l�
1 �1
7 6
LOADING (F
TCLL 3
TCDL 2
BCLL
BCDL
LUMBER -
TOP CHORI
BOT CHORI
WEBS
OTHERS
BRACING -
TOP CHORI
Structural w(
verticals.
BOT CHORI
Rigid ceiling
MiTek recc
cross braci
3x4 = 3x8 = 1.5x4 II
9-5-0
f)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
0
Plate Grip DC 1.25
TC 0.58
Vert(LL)
-0.12
7-11
>999
360
0
Lumber DOL 1.25
BC 0.62
Vert(TL)
-0.29
7-11
>635
240
0 '
Rep Stress Incr YES
WB 0.61
Horz(TL)
0.07
12
n/a
n/a
0
Code FBC2014/TP12007
Matrix -AS
2x4 SP No.2
2x4 SP No.2
3) Provide adequate drainage to prevent water
2x4 SP No.3
ponding.4)
2x4 SP No.3
Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
i sheathing directly applied, except end
chord live load nonconcurrent with any other live
loads.
6) ' This truss has been designed for a live load of
rectly applied.
20.Opsf on the bottom chord in all areas where a
mends that Stabilizers and required
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
be installed during truss erection, in
7) Bearing atjoint(s) 12 considers parallel to grain
rith Stabilizer Installation guide.
value using ANSI/TPI 1 angle to grain formula.
PLATES GRIP
MT20 244/190
Weight: 86lb FT=0%
t
REACTIONS. (lb/size)
Building designer should verify capacity of bearing
- 2 = 1237/0-8-0 (min. 0-1-8)
surface.
8) Provide mechanical connection (by others) of truss
12 = 924/0-3-8 (min. 0-1-8)
to bearing plate capable of withstanding 100 lb uplift at
Max Horz
joint(s) except at --lb) 2=343, 12=298.
2 = 1 341(LC 12)
9) This truss design requires that a minimum of 7/16"
Max Uplift
structural wood sheathing be applied directly to the top
2 =-343(LC 12)
chord and %" gypsum sheetrock be applied directly to
12 =-298(LC 9)
the bottom chord.
Max Grav
2 = 1237(LC 23)
12 = 924(LC 1)
LOAD CASE(S)
FORCES. (Ili)
Standard
Max. Comp./Max.
Ten. - All forces 250 (Ib) or less except
when shown;
TOP CHORD
2-3=-1512/817, 3-4=-960/505,
4-5=-749/550
BOT CHORD
2-7=-1066/1253
WEBS
3-7=-567/571, 5-7=-640/863
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. II; Exp Encl., GCpi=0.18; MWFRS (envelope)
C;
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shoiwn; Lumber DOL=1.60 plate grip
DOL=1.60
1r�r¢mog�Qws¢Ilnoryl!prsrtro 45e'i�l PggEILn45(L;hQLEi'(.gfp7d[QlpS t.(uRll!IigSS(UiEPIt('ggPQ°p:CgiU49(Ern(�NEYI'hrz. isAg6sip Lerc¢¢I¢nee(rccle¢hrm4ls ron O:x�Dnriog(leP eei n:Aegrxpl. teub 141.i.tdenensaeN tdart ree. Uderso!Mxne sfu¢daal!¢I€9, oa'p
ktlelverthe P" rhll Is M f-r-1Ggb 11'At Axe I., Door F.11 (Ie, SLenelry;ngner lie s16 "y er d k p kssbul uglo¢ertpnscaA,Il br lL¢EnyrtA(oss:rgl¢Ton d,10b.,SeMaly, aNrIN. lit kuge nunp:ecs, b.14 xdAnas, saWtm
�,d¢ndedsinss h!uyhiuq is ereres<wailtillry¢fii¢h-,4, cam"wAAsd qWa Ift1,11bj ¢s'�!,m4,.elefl01k,K.Ih4CMMW.1Wlia;Mem[IN. the gr:A of pnkreC¢b Nmtpnht @O ttA ny ni eIt.i"Arnpwal.drrl¢ImisW imitjsA¢114e the nstu4lihry rl
Anthony T. P.E.
. TOmbO III
.Tomb
'
l�,"e1nIlS.mggsgendf¢mrxlu. 111 zrel¢Aie 1a¢I6gadlse p¢tl4—Mpiitlmnefne&fla7y(naparne Watt lelernnlionp6I)Fd;let it INW5111 —skmdh! pxnutyuhen. TIM hfixes ciareq�siitfs;¢ed(elas ct ll¢ImsCaigcer.Emst gesig¢E¢gie¢er �d (rose flenatoie'WISs
b!Fux9e delxrltpd¢Mnu¢g¢d po nel by Lyag torn lnand idrhus aAg¢hgia¢erls eCi lh 6alliq hugner. erh tsSJi em hpeuer a'ayleildcq. dH ¢{Ih4¢dhtze erushfcaduTPll
4451 St. Lucie Blvd.
Copyrigh(®1616A-IRooiisesses-AnlhonyLcomboill,P.E Reprodcticoofthkdomment,isemy
form, isprohibited without the .rittenpermissionhomA-1 Radbusses-Anihonyl.Iamb III, E.E.
Fort Pierce, FL 34946
Job
Truss
Truss Type
Qty
PIY
PHOENIX REALTY - 65706
I
A0035782
65706
BOB
Half Hip
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep OB 10:54:52 2016 Page 1
ID:HSeIToU9d7eaEKtzidgglfyTWE= KYb5u8OR4RS?2AHOOxGVLggr7KfVVk?YEn9BBlDyfjzl
-2-0-0 6-1-7 11-6-8 15-4-0
2-0-0 6-1-7 5-5-1 3-9-8
Max Uplift
YV/RLI,r IL/
2 =
-340(LC 12)
13 =
-310(LC 12)
Max Grav
2 =
1239(LC 23)
13 =
922(LC 1)
FORCES. (lb)
Max. Comp./ax. Ten. - All forces 250 (lb) or less except
when shown
TOP CHORD
2-3=-1476/642, 3-4=-681/283,
6-9=-582/76p, 5-9=-582/765
BOT CHORD
2-8=-991/1196, 7-8=-991/1196,
6-7=-375/482
WEBS
3-7=-831/713, 4-7=-290/453,
4-6=-845/666
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
48 = 5x6 =
Dead Load Defl. = 1/16 in
i) hearing at joint(s) 13 considers parallel to gram
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 2=340, 13=310.
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
flertkeg-plemthiay}iloaf EBRid(aotfas cnd pefsn1gI. tense1i;9.i.le6nrieShretheSe:e ese. golessdl-ne'WolwIke ECU, dy
R'i!ei-ectou:shll hesed W.T1nl,i !A AseTress Qesga hdieeerfE e, Sinielry',rg:tteri.lde seziee ensEUnr�a �rsee ntephseadbe pefessimy erpumb reslonAldy ter Ike Milo dlhsueleUes; detClef ea3xTooeeiy.wdrtpu. 1k d0p esmrtplars, Wxdzycas£dieas,s:xiresgaJ Anthony T. Tombo III, P.E.
sale,,ddds Tnn'Is, "y WbIq ISQeleWW4off],0—,toC.e6vV.:'dOpA se hNubj gee",",.1,4ofIt, W. Ike I[ W IL6.1to iednde mlPit. 16 gjy.r dUMDond y Ge:e cs. i[II I". ledoinj dice.sk p.wte&liee eefMcrn shIl4 th resFee tilk1vd *80083
me hiliagoasi}w ead{�!rnEn.AIIwhs sel snie(seHis W lie pdaesend tafelmidtee:udry(o: am9 Seletriehine4 (E( F4 WisW by IN J5KA—derctt<7!ei peaEt IVi,va'FTl lmruesfssrespms3ilirx nddvliesct tsehnsoe;irteet.IrossonryvErr,/eenad Erns Ueb.l-erdess 4451 St. Lucie Blvd.
n:tnnitr deimBtgthdiutegeudeEer iectfiy if aorntiesueshW Too hessDciip 6paeeri,10T I I'yj Wpm trTtess Sysem hfsu dmyhi0.. ddeuyildiredhinsere es ddaxiie ltil_ Fort Pierce, FL 34946
Copyright01616A-I Roof Times- Anthony T.Tomb HI: P.E. Reprohillanofthisdowmenl,inBuy form, ispchibiedxithaatthe -riltenpermissionfrom A-1Roof itsses-Anthony].TomboIII, P.F.
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
A0035783
65706
B09
Half Hip
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 12016 MTek Industries, Inc. Thu Sep 08 10:54:53 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE= ok9T5UO3rkasgKsaaenku1 Nzvj_VTQgN?pxlZgyfjzO
-2-11 7-3-11 13-6-8 15-4-0
2-0-0 7-3-11 6-2-13 1-9-8
6.00 12 4x8 = 5x6 =
3x4 = 1.5x4 11 3x4 =
3x4 =
Dead Load Defl. =1/16 in
LOADING (psf)
SPACING-
2-0-0
CS'.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DC )L
1.25
TC 0.74
Vert(LL)
0.05
9-13
>999
360
MT20 244/190
TCDL 24.0
Lumber DOL
1.25
BC 0.41
Vert(TL)
-0.13
9-13
>999
1 240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.84
Horz(TL)
0.02
14
n/a
n/a
BCDL 71.0
Code FBC2014/TPI2007
Matrix -AS
Weight: 105 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
WEBS 12x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOT CHORD
• Rigid ceiling directly applied.
WEBS
1 Row at midpt 3-8
Mi ek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
.� accordance!with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1248/0-8-0 (min. 0-1-8)
14 = 913/0-3-8 (min.0-1-8)
Max Horz
2 = 469(LC 12)
Max Uplift
2 =-326(LC 12)
14 =-369(LC 12)
Max Grav
2 = 1248(LC 1)
14 = 913(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.!
TOP CHORD
2-3=-1374/4714, 3-4=-427/29,
7-10=-794/945, 6-10=-794/945
BOT CHORD
2-9=-9111109, 8-9=-911/1079
WEBS
3-8=-994/848, 5-8=-317/510,
5-7=-921/743
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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
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) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
61 • 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) Bearing at joint(s) 14 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 2=326, 14=369.
9) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and i%" gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
ttda9•Kmtlhaghlymki1 'LI YDRF IIDSYf3 ('srrrEl vDE874I Tim vall illrl:irDtl('EUrtl'lSCKKUNtEU;NEYPfern. led?Qtdyo 1treat1 ere Koln fonIm ranllnio a tgODD) eei Ralsany1.hahi6f.E.hLne1!SYld Idi:e tsr. Udesfola.mikeld Ike TDD,ky
II!Y[It!lCdl pihl ttdl LY Oitd iM. rMIDDb Yt ldm YSIim10P➢jI EtQt!!f(12,rrt11!6y Ertj:gor),IYPSPd tA®yIDITJPrnflYi[Ft(I�1dX!dlYlytliPSillillftJ.ittPRl t!iGiIYIIJj IttlYt inti n!FIfEIt ilBif d!ykld n@eTDDary,m�!IPFI. tAedsint!fstleylsrs, Walloytwvllirtls, ss6Yttry Anthony T. Tombo III P.E.
dttP OltrYsrrms lot ny h�M:og if L7eresy7ts3iliydlie gram,te Gxtn teefntlSd ognlr��Fatti(dny DPsyrrel, ialYt un!naite .Ih t3`a111!ftPtllYrililo7ude wilPi-I. lde crrrala ei kr. fOD ec4tty F.At tfert6trlesx laddizrhxditp,fta'tye.UticlNtltt oei elnmi s6oll4P l6e rPfryenliho'd 480083
' PrClWipg03SYj2H'i91.gh911(. YIaiRfilltRlln3IDD«antyt411iTeel YAIIPIpNld111saDiayrO!CIYd!hldlla0.tim{rCA,y911!YtiYylPiadfHda:Itdtlft4elklpaadgAittl!. h,TIIfi!tsh!ttiy1113i�4"tiAtlidinFnl!L!SfDIfIpHt.lm:fDniytft�.YttAtui1t815BtltvltivlPf,udFli 4451 St. Lode Blvd.
�I�'ri141!l idha3Eye 6dac opfrWfyniaclDiiy ly d?pttin httht! IDAmu6tAre Nru!er lsz616t6r:Iiry^euyteLerLtss Syslea FgiaePrdaryhisaq dI1�nYadhloecn efielwYbrr4t Fort Pierce, FL 34946
Copyright02016A-I Roof Trusses -Aalhanyr.TomboIII, P.E. Reprodortionullhisdommentinonyfurm,ispiahi6iledAboeithe .rilsenpe!missiooffomA-IRoolbosses-Anlhonyl,lomhaIII, P,E.
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
A0035784
65706
LI
B10
Half Hip
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:54:53 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE_ ok9T5UO3rkasgKsaaenkulNwujzJTX2N?pxlZgyfjzO
-2-0-0 7-5-0 14-8-0 1t5-4r0
2-0-0 7-5-0 7-3-0 -8-
7x10 MT20HS
6.00 F12 Dead Load Defl. = 1/16 in
LOADING (I
TCLL 3
TCDL 2
BCLL
BCDL
LUMBER -
TOP CHOR
BOT CHOR
WEBS
OTHERS
BRACING -
TOP CHOR
Structural w
verticals.
BOT CHOR
• Rigid ceiling
WEBS
1 Row at mi
1.5x4 11 3x4 =
3x4 =
7-5-0 14-8-0 15-4r0
7-5-0 7-3-0 8-
I
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES
GRIP
.0
Plate Grip DOL 1.25
TC 0.93
Vert(LL)
-0.08
7-8
>999
360
MT20
244/190
.0
Lumber DOL 1.25
BC 0.49
Vert(TL)
-0.18
7-8
>999
240
MT20HS
187/143
.0
Rep Stress Incr YES
WB 0.43
Horz(TL)
0.04
13
n/a
n/a
.0
Code FBC2014/TP12007
Matrix -AS
Weight: 89 lb
FT = 0%
2x4 SP No.2
2x4 SP No.2
2x4 SP No.3
2x4 SP No.3
J sheathing directly applied, except end
rectly applied.
t 3-7
- I cross bracing be installed during truss erection, in
2 =
13 =
Max Horz
2 =
Max Uplift
2 =
13 =
Max Grav
2 =
13 =
FORCES. (II,
Max. Comp./nI
when show
TOP CHORE
2-3=-1390/4
6-9=-411/56
BOT CHORE
2-8=-931 /1 M
WEBS
3-8=0/268, 3
NOTES-
1) UnbalancE
this design.
(lb/size)
1246/0-8-0 (min.0-1-8)
915/0-3-8 (min. 0-1-8)
504(LC 12)
-311(LC 12)
-410(LC 12)
1246(LC 1)
915(LC 1)
Ten. - All forces 250 (lb) or less except
3-4=-305/0, 7-9=-411/563,
7-8=-931 /1099
1136/963
roof live loads have been considered for
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 ;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) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
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.
8) Bearing at joint(s) 13 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
9) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=1b) 2=311, 13=410.
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
W
Stmag SAueltno ,� prer:fx lx"I I ROOF MIN I. hate IV E.binerslSatlt dn'se. U[lessatlx*�[is[ sllk9wlte EBU,v'q
Yihi uneG peAet tollhtted lartieIDDb Ye nk4 A[[—Deu}[EtEienr;Iz, Sptulp E[g:nerj,6t [euln COrIDDiPPI[SlYei[t nlq+t ldlAe pIIIBi513t11fe61tEe�!§re1�ANGItifGp (tflh Belp,[Eln Sie}IB 71Bei Et}Lill n!t.TDDltlr,�ciY1PF}.l Mitt lSnt n3i; jf4Addi[GS, 1V.tetflDj
tfe efrts Lotlf[t t[ Itltf:r: I[tk re Anthony T. Tomb01II, P.E.
[ q kliyefr[e Ocar,N:e Catfi;ltCwi:ed o7eElw:fa ref.g ge4x[,,klht¢elnle`It"'.litE{rotlh±rit[IEtildislmdu mnAa.lt*e[prmm?[I[�TOE pgnrFe`:e [st a; Ikt'miv tatldin}'tudice.sbrge,UfltlkAo nl9!eirc�still5etke res[eesiill:hd $9I7I183
' ttelti4fig0[sk}no!l aUn.III [a,ni.41,111IDDadhpetlenadgiftl.,(I klin[Eu^yexl)WitsI6I[lain(E6lptliileElrlNWJJU[ft,F(effuefRtgnttelg[ihnl. PElFxftl?regnsA,rlCr[tlleFssdu?}![nCF,I¢en.IrviSDe!§�tEfntflrad1-NnEtxlcler,nn' 4451St80083ucie Blvd.
etfi*iseldiueikq[[[nefttg�edepn it a,Stl Iraq [n:iet tsrtited T!lLne C�iin 6lhenfs 7Cl lFerrliagD[agen.erLess SrrertE[puevufaryteilfug. AO tcpihli[e3tftat oreet ielucdit Rrl.
rnpgr"ggt03gi6Ad9eutTrusses -bmhonyi.iomgeIII: P.E GapwtleAlicnoftCisdomment,inccPloan,ieptc5igi3edAbu fEte*riltenpeimissianUomA-1&ualLnsses-Antony Llom6oIII, P.E. Fort Plerce, FL 34946
Job
Truss
Truss Type
Qty
P11
PHOENIX REALTY - 65706
65706
1311
Half Hip
1
1
A0035785I
II
Job Reference (optional)—J
A7 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:54:54 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE= GwjrlgPic2ijHTRm8LJzQFv8Z7KZCwUWETgl66yfji?
2-OA 7-9-10 12-8-0 15 4-0
2-0-0 7-9-10 4-10-6 28-0
6.00 12
4x8 = 5x6 = I
5 6
13 I0)
d
3x4 — 1.5x4 II 3x4 = 3x4 =
3x4 =
3x4 =
12-8-0
LOADING (p,ls0
1 SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft
Ud
TCLL 30.0
Plate Grip DOL 1.25
TC 0.74
Vert(LL) -0.06 9-12 >999
360
TCDL 28.0
Lumber DOL 1.25
BC 0.42
Vert(TL) -0.18 9-12 >999
240
BCLL 11.0
Rep Stress Incr YES
WB 0.68
HOrz(TL) 0.02 13 n/a
n/a
BCDL 7.0
LUMBER -
Code FBC2014ITP12007
Matrix -AS
TOP CHORD
BOT CHORD
2x4 SP No.2
2x4 SP No.2
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
WEBS
2x4 SP No.3
Vasd=132mph; TCDL=S.Opsf; BCDL=4.2psf; h=25ft;
OTHERS
2x4 SP No.3
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
BRACING-
and C-C Exterior(2) zone; cantilever left and right
TOP CHORD
exposed ;C-C for members and forces & MWFRS for
Structural wood
sheathing directly applied, except end
reactions shown; Lumber DOL=1.60 plate grip
verticals.
DOL=1.60
BOT CHORD
3) Provide adequate drainage to prevent water
. Rigid ceiling
directly applied.
ponding.
4) Plates checked for a plus or minus 0 degree
MiTek recommends
that Stabilizers and required
rotation about its center.
cross bracing
be installed during truss erection, in
5) This truss has been designed for a 10.0 psf bottom
accordance
with Stabilizer Installation ciulde.
chord live load nonconcurrent with any other live
-REACTIONS.
loads.
(lb/size)
6) * This truss has been designed for a live load of
- 2 =
1255/0-8-0 (min. 0-1-8)
20.Opsf on the bottom chord in all areas where a
13 =
90610-3-8 (min. 0-1-8)
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Max Horz
bottom chord and any other members.
2 =
442(LC 12)
7) Bearing atjoint(s) 13 considers parallel to grain
Max Uplift
value using ANSI/TPI 1 angle to grain formula.
2 )
Building designer should verify capacity of bearing
=-337(LC
13 (LC 12)
surface.
Max Grav
8) Provide mechanical connection (by others) of truss
2 = 1255(LC 23)
to bearing plate capable of withstanding 100 lb uplift at
13 = 906(LC 1)
joint(s) except Qt=lb) 2=339, 13=337.
9) This truss design requires that a minimum of 7/16"
FORCES.It))
, (
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
structural wood sheathing be applied directly to the top
chord and'/V gypsum sheetrock be applied directly to
when shown)
the bottom chord.
TOP CHORD
2-3=-1301/459, 3-4=-501/157,
4-5=-450/178, 6-7=-629/797
LOAD CASE(S)
BOT CHORD
Standard
2-9=-831/995,8-9=-831/995,
7-8=-270/33I
WEBS
3-8=-878/747, 5-8=-337/477,
5-7=-729/585
NOTES-
1) Unbalanced
roof live loads have been considered for
this design.
Dead Load Defl. = 1/8 in
PLATES GRIP
MT20 244/190
Weight: 101 Ib FT = O%
ed'xr 4-%vu tlxuayliytertala'is tannarhsu l';EltEl'y 6E&34l ift!!S 6(c90fli;NS(Ii4EJRl'FUPf1'�SEWUS7EE0ukERPterz. ieAy�:igt geramtlett etl!tedepesa!kis nets Ue y�DnvingQUUj uedkkdcCixgl. temb 1;4P.i.h1t¢eLeS#ttlelue ne UdesaUsrr!!;t str[edmxl11-1
11e1!ftEM[IJ!def eEBIi Ef C!Pd M`Ike ICI It Et la%{ A[a INie d!PS1g3 EtgUfuil a+SIl118I7r dAi£tt♦:Ih Seat1B aOyIICtPglec [t q(P.I4SSe Ceg!ElPftlltai HJ�16r11Fy aeilDGilEilEp Iar1EP aft La lEe eircdt TIBSidtyCltd a]UxTCCIdy,oaaslEFE.166,0gt asnrry!v 3., laad�g Lon&t eas, s!aakiE:Y
Anthony T. Tombo III, P.E.
aad ere aEUdsLesiht aee laiks'''cykl7ertagana3dfUyadhe Oxw, eU�cet'a adxedna ogtalw detaitdlag gesiym,ialtt nedeaiat flCaain
lla:razldiogode m., lkeaprer�deldr.IDU re9am fu!d eu alike ltrs. tadtdiaykta3iicg.stxage,bslellatiat ndemug skallke lkerayteri611;qd $ SOQ83
' aeiWglasgcaEamit ailc msnlekaro-a�lEeEm!r �E:uelvx,tfle u4ngE® s ymtaent3lev;vkl: eiErEdaasua.setelt!ma gmnmg-0dearrrEE�Ier. nq, dlce!Giftu,Lants,asct;intr.Iry.hop' Rgntr�dlreuuttebd-, atss 1411St.LueleBlvd.
(kerxlte defirefEpa6d�n=agrelapt ia.etUiag Eysggaa3tamtalrta l',t lnsa EVJgeEe.."C16e8rlditg UeaaeLE. arfitss iysxm Eagiaeadvryleilf g. dd, "Iiielhizr en es leHn.lie TPII Fork Pierce, FL 34946
opyrigdE�7(!16A-I Roai Lnues-FmhnnyLiom6o III; D.F, pepmdnafinaattkis Bowmen?"iu any lmm,is pmhidided xithaUE ahe.riiten peamissioa front A-1P.aalTiesses-dmhonyl.lamhn 131, P.E.
Job
Truss
Truss Type _
QtY
Ply
PHOENIX REALTY - 65706
65706
B12
Half Hip
1
1
A0035786'
Job Reference(optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:54:54 2016 Page 1
I D: HSeIToU9d7eaEKtzidgq 1 fyTWE_-GwjrlgPic2ijHTRmBLJzQFvBb7LtCwEWETg166yfjz?
-2-0-0 6-7-2 10-8-0 15-4-0
2-0-0 6-7-2 4-0-14 4-8-0
I
1�
4x8 = 5x6 =
4 5
3x4 = 1.5x4 II 3x4 = 3x4 =
15-4-0
3x4 =
3x4 =
13 I� d 1�
Dead Load Defl. = 1/16 in
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TIC 0.55
Vert(LL)
0.04
8-12
>999
360
MT20 244/190
TCDL 26.0
Lumber DOL
1.25
BC 0.34
Vert(TL)
-0.11
8-12
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.69
Horz(TL)
0.03
13
n/a
n/a
BCDL 7.0
Code FBC2014lTPI2007
Matrix -AS
Weight: 94 lb - FT = O%
LUMBER-!
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOT CHORD
• Rigid ceiling j directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size)
2 = 1245/0-8-0 (min.0-1-8)
13 = 916/0-3-8 (min. 0-1-8)
Max Horz
2 = 380(LC 12)
Max Uplift
2 = 347(LC 12)
13 =-288(LC 9)
Max Grav
2 = 1245(LC 23)
13 = 916(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown!
TOP CHORD
2-3=-1403/620, 3-4=-754/394,
6-9=-485/674, 5-9=-485/674
BOT CHORD
2-8=-905/11 2, 7-8=-905/1112,
6-7=-438/57
WEBS
3-7=-702/60i,4-7=-326/475,
4-6=-807/623
I
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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
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) Plates checked for a plus or minus 0 degree
rotation about its center.
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) Bearing atjoint(s) 13 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=347, 13=288.
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
kE!rcng•Pwselh.ap5lprft:ertke'bl FDDE11857(S('1EllF1 GfS7(tff(45d(uSDDi75S(D5104('FDh7"(SCWDttlE0.dERP&rx. isily�ilSE femeflEn eeeffEdrfleF aa!kis rnF(linpD-rrhigovPd Oalettespl. ifolEfi4f,i.ltlErte!P SFentlare En. Wlefto!Lar•nf Sled. Ih, TCD,.!y
@lld n.rfSe p!fhtshllh ElPd fW dx lEDbke lEiQ dlelmst Dt6j'i(tpIEFPr(F?, SfIIItIIJN�YJIt`N ht 3P�ftfEJtlDlepe?$yP.i Er Fl[�Fb9if0.!IEF p!fltRl3fllfM�tflNi9 fieile;ipr FHlVnE" lEdp fmdi s.hrlEs Anthony Lhl"INSTms h(.e bilk,; is SEE 'PES EIN 011, 3w 't1.E USES'S dwalIdeptltadslelldisy(Idims0ke¢eled00,K.IUKaib?kallfligW, edlNd. theprero'a16P IDDEFd yWE nsftiih':.Es, hJE1Iq ditp.sWp.iaEll�ie WW,"sk;He SEE tkitlyd - y T. P.E.
. .TombTomb
o lII
I fe lEilE!g OPsigs onl uln.Ill1..1.1. hf IDDa Alh pena.md pi(thmd SEE Jdrp(EmgasrJ Sch!Yfiluxflha(E(Sl;pAhild I, TRWSICd uE"I"-dk'F if'Nma. iPld drfis9a res�fs3lir.nihfef fdhsL.sCf;iBeu.lrvsS DPigrfrrjntrmd TnSt Ns.foAu(er,.F.t 44515t. LUC106IVd. ia:ketx1v ddtedtpf hrhedolOdfpriae!i5rp kJ F3i p!Dn hrebd 80083
ThhES[Wgi Elib?a is M t6EWhIl hiip.!, trl,.t Sym fniawd myWIIy pDFg1lrN.dhimtoreedEfEaiir?P61 Fort 1 St. , FL Blvd.
�ICopyrigdt ED tDl6 dd Rami Lanes-Aofhonyi. rombo lll; P.E peprodmian afthis dowmeal,h any(arm, is ptahibged r0haal the.61ten p.mission hom h-1 beffinsses- 34946
dmhony Limbo lll, P.F.
I
Job I
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
65706 �
B13
Half Hip
1
1
A0035787
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:54:55 2016 Page 1
1 ID:HSelToU9d7eaEKtzidgglfyTWE_-16HDWAQKNMgZvd0zi3gCzSSHCXd3xTdgT7QreYyfjz_
VO-00 B-8-0 15-4-0
2-0-0 8-8-0 6-8-0
4x8
3
5x6 = Dead Load Defl. = 3/16 in
4
3x6 = 1.5x4 11 3x4 =
LOADING (psf)
TCLL 30.0
TCDL 28.0
BCLL 0.0 '
BCDL 7.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2014/TPI2007
CSI.
TC 0.88
BC 0.60
WB 0.30
Matrix -MS
DEFL. in (loc) I/deft Ud
Vert(LL) 0.10 6-10 >999 360
Vert(TL) -0.23 6-10 >778 240
Horz(TL) 0.04 11 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 78 Ib FT = 0%
LUMBER -
TOP CHORD 2x4 SPM 30'Except`
2xBOTCHORD4x4 SP No.2
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
2x4'
2x4xSP No.2
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
WEBS 2x4 SP No.3
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
OTHERS 2x4 SP No.3
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
TOP CHORQ
reactions shown; Lumber DOL=1.60 plate grip
Structural wood sheathing directly applied or 2-2-0 oc
DOL=1.60
purlins, except end verticals.
3) Provide adequate drainage to prevent water
- BOT CHORD
ponding.
Rigid ceiling directly applied or 7-1-9 oc bracing.
4) Plates checked for a plus or minus 0 degree
• WEBS
rotation about its center.
1 Row at midpt 3-5
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
- MiTek recommends that Stabilizers and required
loads.
cross bract(Tg be installed during truss erection, in
6) w This truss has been designed for a live load of
• accordance with Stabilizer Installation guide.
20.Opsf on the bottom chord in all areas where a
REACTIONS. (Ib/size)
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
2 = 1271/0-8-0 (min. 0-1-8)
7) Bearing atjoint(s) 11 considers parallel to grain
11 = 890/0-3-8 (min. 0-1-8)
value using ANSI/TPI 1 angle to grain formula.
Max Horz
Building designer should verify capacity of bearing
2 = 318(LC 12)
surface.
Max Uplift
8) Provide mechanical connection (by others) of truss
2 =-365(LC 12)
to bearing plate capable of withstanding 100 lb uplift at
11 =-286(LC 9)
joint(s) except (jt=lb) 2=365, 11=286.
Max Grav
2 = 1271(LC 1)
11 = 890(LC 1)
LOAD CASE(S)
FORCES. (lb)
Standard
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown
TOP CHORD
2-3=-1174/483, 5-7=-353/549,
4-7=-353/549
BOT CHORD
2-6=-603/843, 5-6=-605/838
WEBS
3-6=0/276, 315=-891/655
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
ereiag Pumellnos}Ypreaewtix'11{DDF IgasSES('SGUI�.6ER9AlfLWid(Dgpgl65f(43IDNj'rIREg'JIOQip7tECutlE&t'bra. gsiEyCey{e{e�elen ee/reMevtesaa Uu rnn Das:ynWmiegQpP.i CeDet lf1.TIA, My E.lelxeereSks kill'. rse. 11,61,0he ire rmdonrge TV41.4y
:del neeeR y�ae:tkdlttetd Ew nenDienwla ase Enns Derigshpeimli e,sgwienFE eq,lh udneeg[Do eeg,.i-...Vt..d ne gnlesd.itvisiterg nwmug"hrne Itsipdite vq[tTnis eegiadnItTD3.01,WON. IAiaugeer:e.nal,lea�gmaaancs,,:�mDet: Anthony. Tombo 111 P.E.
Ixd endddsirashneg hiWiry lstteresgmsit8lpgolhe gcau,keCausnl:rn@ed egedp$t htESag gesigzn,msh mehdo!IVe D(,Ih 9Ceellle luelEnlghguge s�dEM4. lM grmra�el [x Npu4urF¢'6 se aIlQmsx Wda&M o.'Wipa U0dwi, Wtvgskill if iEemgexikiL¢d - y n:el,ifenopff 80083
34946
Zt
I,qw,d(m*WecgllrebssdrtieUelDmdlteped;medgdielrosdhetagiiaggosryxsd Sdehhlnndna@M';pdii;l:elgslFiwdSEEAmrthnudf,,We,gfAleeie. TRIhAee.+'u regvnirlir snl laasdte>Uesspelgcu.Emss pn'sp frcieen ad Enu Ganolotivrer,�ns 4451 St. Lucie Blvd. e billlMir ddnd Agohdmrtegi>.dcgae WW wriGy ly ap {wnesiamhd Ttslnss pedge Egdtn is AOIIh G�ddieg pesigen, erLw Srshmfryivadiagkrilteg. dll espolei[edtdos cnndelmd61r4I Port Pierce, ci Blvd.
lropyrighlV 2016 A -I Roof crosses-k1hony T. Tombo III, P1 Repfodedia ofthis domment in any form, is ptoNhited wiihao Ehe mitten peimissim fromA-I Rodliu es- Anihogyl, Tomb III, Ill.
Job
Truss
Truss Type
QtY
PIY
PHOENIX REALTY - 65706 i
A00357EI81
65706
B14
Roof Special
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:54:55 2016 Page 1
ID:HSe1ToU9d7eaEKtzidggl fyTWE_-16HDWAQKNMgZvd0zi3gCzSSHKXenxQXgT7QreYyfjz_
-2-0-0 8-0-0 9-4-0 15-4-0
2-0-0 8-0-0 14-0 6-0-0
5x6 =
3x4 -_
Dead Load Defl. = 3116 in
3
4x4 ��
5x8 =
4
5
i
6.00 12
L
-4
An
i
!n 2
12
jq
lldd,
1 •e `a
7
6
4x4 =
3x8
=
1.5x4 11
9-4-0
15-4-0
9-4-0
6-0-0
Plate Offsets X Y -- 4:0-2-4 0-3-0 5:0-1-8 0-3-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES
GRIP
TCLL 3Q.0
Plate Grip DOL 1.25
TC
0.87
Vert(LL)
-0.12
7-11
>999
360
MT20
244/190
TCDL 28.0
Lumber DOL 1.25
BC
0.55
Vert(TL)
-0.33
7-11
>556
240
BCLL 0.0 *
Rep Stress Incr YES
WB
0.50
Horz(TL)
0.03
12
n/a
n/a
BCDL 7.0
Code FBC2014/TPI2007
Matrix -AS
Weight: 78 lb
FT = 0%
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No,3
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOT CHORD
- Rigid ceiling' irectly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
- REACTIONS. (lb/size)
2 1263/0-8-0 (min.0-1-8)
12 = 898/0-3-8 (min.0-1-8)
Max Horz
2 = 270(LC 12)
Max Uplift
2 = 363(LC 12)
12 =-271(LC 13)
Max Grav
2 = 1263(LC 1)
12 = 898(LC 1)
FORCES. (Ili)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.)
TOP CHORD
2-3=-1221/625, 3-4=-1124/720,
4-5=-1003/660
BOT CHORD
2-7=-658/906
WEBS
3-7=-102/518, 4-7=-811/469,
5-7=-656/1 00 3
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 ;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) Plates checked for a plus or minus 0 degree
rotation about its center.
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) Bearing atjoint(s) 12 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=363, 12=271.
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
phase tho, :ynrisri.,*J I loaf Ross's{'SEEun Gum um A(mons asiogrtum icosonstw nr h, . wit silt Persasim ea two. antis T,,,i Min orr*ugQoo,�.1 p:A,01 q1. TmheEt, I.E.odvem Silo hel. "" 11.1"sd-ae sid d0N roo, a�ky
'Id naenl id. ehil h u d1.. th too 1. 1, WA As. rm, Wye Eylteer(I. sr oy nyreerr,ihesedneay111)"ges.ser, ntp1m. d [be pdn Wslrj .j resTao4Ki In it, laisadg vgkTuss figunimbMah,sxirIPP. 16Mip."ptms,Iadupso* ss, vm'10 y AnthonY T. Tombo III' P.E.
asa dIDAi'ic!s6i anb9'. ism ::ur dthl�aa,�:ecetefsnefia:l.d ede!9.s Wi oe A i.Fhegtrtrn1t16l rUou9tayF.e'Attedlhs'resl:ieJlhia;0ading.co7l.itllolMfllo ¢d9!lrm�sha115e 1hrosPle+ihit¢d
ry uspm' 7 aA � sf;au,ialhe meteoo!Por �,th4(ni oekldWa7ru ate'ailFPi-
k 80083
tP ECI)Oeftpkt9P(gdtI. All Rde!ili edit 193rg9lstiltP&dM�htltdpeSS(11e3nliig(uugksN k4,ryldurzd aa(E@psaGitek trlPlgN11(A 6t1!(etfe3¢t;El getttSl9G{(BHt?, TfII kRrlk5met3pSallAIIG'4lttt pdkid(1tlltcsctiln:lm,s 6es(reler�:e rrau tctA,mier,l�ts! 4451 St. Lucie Blvd.
ZI taMuddsv5tydtthertcpudlpt nziigtl lyali rAnit uuld r5tl!¢ss rxip hpulens 7o11kt3eAkiep oluusr.aL ssSys.tmhAmeardmryheilAeg. Aa myiUGrdhlss areeddud iNFel 'opyrghtlD 2616 Ad Real Imssei-Anthony L Tomho ill, P.F. RepToduica ofthls documat, in any form, is prohibited wilbal the written peimi5sson nom A-1 RneITIeA!ee- Anthony l.lombo 111, P,E. Fort Pierce, FL 34946
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
A0035789
65706
B15G
Roof Special Girder
1
1
Job Reference (optional)
Al Roof I n1SSes, Fort Pierce, FL 34946, rdesign(cpaltruss.com
r fi-0
Run: 8.92U S Aug 1 2015 Print: 8.U2U S Aug 1 2016 MI FeK
ID:HSelToU9d7eaEKtzidgglfyTWE_ DJq
9-0-0
Inc. Inu Sep U8 1U:b4:bb 2U1b
Dead Load Defl. = 118 in
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TIC 0.79
Vert(LL)
0.10 10-13
>999
360
MT20 244/190
TCDL 2B.0
Lumber DOL
1.25
BC 0.40
Vert(TL)
-0.18 10-13
>999
240
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.97
Horz(TL)
0.03 14
n/a
n/a
BCDL 7,0
Code FBC2014/TPI2007
Matrix-MSH
Weight: 95 lb FT = 0%
LUMBER-1
TOP CHORD 2x4 SP N0.2 *Except*
T1: 2x4 SP M 30
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3
OTHERS 1 2x4 SP No.3
BRACING- 1
TOP CHORD
Structural wood sheathing directly applied or 2-11-8 oc
purlins, except end verticals.
• DV E 1.,nvE[u
Rigid ceiling directly applied or 7-5-9 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
• REACTIONS. (lb/size)
2 =
1971/0-8-0 (min. 0-1-10)
14 =
1765/0-3-8 (min. 0-1-8)
Max Horz
2 =
220(LC 8)
Max Uplift
2 _
-1111(LC 8)
14 =
-1108(LC 9)
Max Grav
2 =
1971(LC 1)
14 =
1765(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3209/2627, 3-4=-2629/1830,
4-5=-2961/1995, 5-6=-2482/1610
BOT CHORD
2-1 0=-1 842/4758, 9-1 0=-1 863/2795,
B-9=-1679/2581, 7-8=-194/320
WEBS
3-10=-504/901, 3-9=-357/178,
4-9=-504/885, 5-9=-346/370,
5-8=-1579/1688, 6-8=-1708/2616
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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
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) Bearing at joint(s) 14 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=1111, 14=1108.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 481
lb down and 462 lb up at 7-0-0, and 481 lb down and
462 lb up at 9-0-0 on top chord, and 639 lb down and
470 lb up at 7-0-0, and 639 lb down and 470 lb up at
8-11-4 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 Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-116, 3-4=-116, 4-5=-116, 5-6=-116,
2-7=-14
Concentrated Loads (lb)
Vert: 3=-253(F) 4=-253(F) 10=-535(F) 9=-535(F)
Itieraeg.reaullF,ezp;rrer:W31I IOOFEE&S1E)i'SFllE1�.6lE7p(TEIWSdtOp0.1Di5p [IRWRrIOEa'I SCKK6tsEEE6NFRr 6r?i. Twdpd;lpeprrcatltn ed m4atlrmiisTnn 6>s:gohertag(1DDjmd1!eAamaari. hwh C6l.E.lelanm Saswift-e. OalessW:xarttlddmReTw',w r
pfles ueaht ystess4elikased h!Ge IOOhla raid p;atmsDesy iyietertpa, SpaiiaOpSgsasrl. he sedneg100aepal0a6oniegM«eal lEepdesaw'lee;Ereersp"4.0ilat 6rlh delipd th!wile T-hTmd waa TOO aly,adsIN. lkkApe¢srtphcr>s,L!a Nc.Olinsm4 iRl 01!1b
Anthony
T. T011I P.E.
a+snralNls Lma6i eer 4ilSrg is4aresgmilE0i1yd1Se6w�,@e Cecalscs4min1 ape01c+iEe luiRiap Dasigsa,lalVe maletl Ne �t.1Ee6Eaal spskaihtlliepna'a editul. tkgsroratassu lOOp:saos Cele esedlka lrtss.Iaddiajhr,4Dcp, shuag,baUlkeae ndhaiag spollMlEengaaallitlsd >Y 60063
Tomb
Zttre lOwnOn" alC.Nd".111 1m'd ni1173 I3D.41h1"IthWpil-d 1h3,1&1fav d Sciah ld"wi.pl,Pl1:011 ty IR AlltdmuaEenesd:eagesnnl0aaloere, R617sflusYn tts�i�IFm uE 46n eE thins: Cabe,. lm: hop cgt-¢d trus t1n.hAmer,rrdass 44515t. LlICEE Blvd. kntlae d4x�dlgahahutnpaedapn iawaifiy iraA patln taaabed AsLass Gega Egiaer is aCl lhguulicy hsipeer.etuss Splew hpeuer4mplelidtg. dEiRWkedhesaonm6lsoiie Rl7 Fort 1St.Pierce, FL Blvd.
r34946
Coppigbt 0 2016 A -I RcalBasses- Ambony T. Tomho III, P.E Rtprodu llem of this da umem, io ecy form, is prohibited wilhouT The ainlla pemission hum A-1 Realhasses - A Ilmay i.Tomba ill, P.F.
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
65706
C01G
Hip Girder
1
2
A0035790
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 5.92U S Aug 1 2016 llnnt: 6.U2U S AUg 1 zU16 ME I eK Enousines, Inc. E nu sep uts iu:04:0r dulo rage I
ID:HSe1ToU9d7eaEKtzidgq 1 fyTWE_-hV0_xsRavz4H8xALpUsg2tXcPLKGPF7zwRvyhRyfjyy
25-8-10
3-0-0 9 8 9 16-3-7 23-0-0 24-11-4 32-0-0 340-0
3-0-0 6-8-9 6-6-13 6-8-9 1-11-4 -9 6-3-6 21
1.5x4 II
3x4 = 3x8 =
R 46 =
Dead Load Defl. = 3/8 in
3x8 MT20HSI I 6x6 -
-
7x8 - WO MT20HS=
-
3x6 I
7xl0 MT20HS=
5x8 =
2x4 I
4x8
I
3-0-0 9-8-9
16-3-7
23 0 0
24-11-4,
32-0-0
3-0-0 6 8-9
6-6-13
6-8-9
1-11-4
7-0-12
Plate Offsets (X 1)-
[10-2-0,0-1-12], [2:0-7-0,0-2-0]
[8:04-0,0-1-15], [11:0-4-0,0-3-8]
[13:0-3-12 0-1-8], [15:0-2-12 0-4-8],
[16:0-3-0 0-3-8],
[17:0-4-8,0-1-8]
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.25
TIC 0.90
Vert(LL)
0.28 11-13
>999
360
MT20
244/190
TCDL 28.0
Lumber DOL 1.25
BC 0.49
Vert(TL)
-0.61 11-13
>623
240
MT20HS
187/143
BCLL 0.0 *
Rep Stress Incr NO
WB 0.81
Horz(TL)
0.13 8
n/a
n/a
BCDL 7.0
Code FBC2014/TP12007
Matrix-MSH
Weight: 411 lb
FT = 0%
LUMBER- ,
TOP CHORD
2x4 SP M 30 *Except*
T1: 2x4 SP N0.2
BOT CHORD
2x6 SP 240OF 2.0E
WEBS
2x4 SP No.3 *Except*
I
W4,W2: 2x4 SP No.2
BRACING -
TOP CHORD
Structural w iod sheathing directly applied, except end
verticals.
- BOT CHORD
- Rigid ceiling
' directly applied or 10-0-0 oc bracing.
REACTIONS.
(lb/size)
_ 17 =
636510-8-0 (min. 0-2-10)
8 =
5614/0-8-0 (min. 0-2-5)
Max Horz
17 =
-271(LC 9)
Max Uplift
17 =
-2677(LC 5)
8 =
-2404(LC 4)
Max Grav
17 =
6365(LC 1)
8 =
5614(LC 1)
FORCES. (16)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-4583/1972, 2-3=-9779/4366,
3-4=-9779/4366, 4-5=-9779/4366,
5-6=-9400/4365, 6-7=-10445/4801,
7-8=-11254/5,111, 1-17=-620712652
BOT CHORD
17-20=-51 /27I9, 16-20=-51 /279,
16-21=-1623l3964, 21-22=-1623/3964,
22-23=-1623)3964, 15-23=-1623/3964,
15-24=-5009%11596, 14-24=-5009/11596,
14-25=-5009),II11596, 25-26=-5009/11596,
13-26=-5009/II11596' 13-27=-5009/11596,
27-28=-5009/111696, 12-28=-5009/11596,
12-29=-5009/111596, 11-29=-5009/11596,
10-11=-4438/9922, 8-10=-4438/9922
WEBS
2-16=-2397/1055, 2-15=-3156/7003,
3-15=-806/370, 5-15=-2211/1060,
5-13=-832/1924,5-11=-2781/1143,
WEBS
2-16=-2397/1055, 2-15=-3156/7003,
3-15=-806/370, 5-15=-2211/1060,
5-13=-832/1924, 5-11 =-2781/1143,
6-11=-1976/4266, 1-16=-2465/5695,
7-11=-1309/877, 7-10=-6221916
NOTES-
1) 2-ply truss to be connected together with 12d
(0.131 "x3.25') nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0
oc clinched.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc clinched.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc
clinched.
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; VuIt=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right 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) Plates checked for a plus or minus 0 degree
rotation about its center.
8) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
9) * 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.
10) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 17=2677, 8=2404.
11) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 538
lb down and 202 lb up at 1-0-12, 537 lb down and 266
lb up at 3-0-12, 537 lb down and 266 lb up at 5-0-12,
537 lb down and 266 lb up at 7-0-12, 537 lb down and
266 lb up at 9-0-12, 537 lb down and 266 lb up at
11-0-12, 537 lb down and 266 lb up at 13-0-12, 537 lb
down and 266 lb up at 15-0-12, 537 lb down and 266
lb up at 16-11-4, 537 lb down and 266 lb up at
18-11-4, 537 lb down and 266 lb up at 20-11-4, and
537 lb down and 266 lb up at 22-11-4, and 1169 lb
down and 840 lb up at 24-11-4 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 Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-116, 2-6=-116, 6-9=-116, 8-17=-14
Concentrated Loads (lb)
Vert: 16=-537(B) 11=-537(B) 10=-1169(B)
20=-538(B) 21=-537(B) 22=-537(B) 23=-537(B)
24=-537(B) 25=-537(B) 26=-537(B) 27=-537(B)
28=-537(B) 29=-537(B)
i
Ses,iag•P,wse6ra yaereefie'diIghF II6fSEf1'SEltfl'1.6fA7LLff185t(6561fihSffbftOdj'NRp')dgWOritFbtAEkrlem.IeidPksig per aalm.ees<cdealasaatisfur �zyaD:nbpQg6jeci m:latgr. I. Teob ELP.E.Itl No10an.s.. gdess4Fxre!u sidedwRriCU, ¢gq
Mill nech,p!dessldiNosei�fleThghlersl:d As.TressMdphgieeariia,Spniebgfrvpuer).des,doeaylC-0aepe!su;nm�trc.dl6.pdesslssalameeengre u;iYeasbrlhedn!g1et11euealeLes;topmrloa+M7gDnlr.wisIPFLTAeMJen;:uplrn,wafigca�iir�aas,ralruler Anthony T. Tombo III, P.E.
a4 on dWs T-h, l.I hj&g iztleresWa4lp dlie am t,C.?,wdng aged. U1n11dn,1 basgar,mlit mlri4A,Ir. III3r 1.1 NUmitdldbgnia AINL11,1ppmm eifvIDh edaI Ede sed@, Pmss, lod.Osgtmd ¢g.t!rage. bslllbAae ni f!uagskeRMOuaspnllii'lld $80�83
'!elelidspD.sig�raalCaaYutu.III Wes rlz4s.ha111)40lhpail.WI'Adusda!bI I6,4amdsds¢I'l-fia(gitl,pdbsuedSglPiardSKdm!da dAt, gsx,dgdiane.i141hfianMns7ar2�ti:is.adlniesafl'uLss6Ngls,.Iro�sheslySE,rAnnadrnuGm.lsh,er,mhr 4451St.0083Lude BIVd.
utnxlu idsadly.6dmnapeadrpn is wsitiagfyoR pees iaaheg TssL.rCesin Gguee!Is.Ci Ih8r8icp Ceugeer.rirss fps!emh(mwdmghilkq. d'1«Taaliregnass anrt4leaf it iPid Fort 1St.Pierce, FL Blvd.
Cuprrigbf02016 Ad Roof trusses-Aalhony T. Tomb Ill, P.E Reptedudioa delis dowment, is City form, is prohibited riihou ifie*ritteo permission hom A•I Reelhusses- Anthony 1,lombn 111, P.E.
I
Job Truss Truss Type city Ply PHOENIX REALTY - 65706
65706 CO2 Roof Special 1 1 A0035791
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:54:58 2016 Page 1
I D:HSelToU9d7eaEKtzidgq l fyTWE_-9hyMBCSCgHC8m51YNBNvb54pMkYh8kC694eWEtAy)
5-0-0 11-6-0 18-0-0 19-1-8 22-1-8 26-9-8 _, _ _ 32-0-0 34-0-0Ll
5-0-0 6-6-0 6-6-0' 1- 3-0-0 4-8-0 5-2-8 2-0-0
5x10 MT201!S% WO MT20HS// Dead Load Defl. = 5/16 in
6.00 12 1.5x4 II 48 //
2 3 4 5 4x4 =
6
4x4
1 7 W4 W 1.5x4
5
d
W 6B 8 Ln
9 iv
15 14 13 t2 11 10
. 3x6 I I 3x4 = 3x8 = 3x8 MT20HS= 3x8 = 3x6
3x4 =
5-0-0 11-6 0 18-0 0 22-1-8 32-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC 0.82
Vert(LL) -0.18 10-18 >999 360
MT20 244/190
TCDL 28.0
Lumber DOL 1.25
BC 0.99
Vert(TL) -0.49 10-18 >780 240
MT20HS 187/143
BCLL
0.0
Rep Stress Incr YES
WB 0.69
Horz(TL) 0.15 8 n/a n/a
BCDL
T.0
Code FBC2014/TP12007
Matrix -AS
Weight: 192 lb FT = 0%
LUMBER -
TOP CHORD
2x4 SP No.2
NOTES -
WE CHORD
WEBS
WE
2x4 SP No.2
2x4 SP No.3
1) Unbalanced roof live loads have been considered
BRACING -
I
for this design.
TOP CHORD
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Structural wood sheathing directly applied, except end
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
verticals. j
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
BOT CHORD
and C-C Exterior(2) zone; cantilever left and right
Rigid ceiling directly applied.
exposed ;C-C for members and forces & MWFRS for
WEBS
reactions shown; Lumber DOL=1.60 plate grip
1 Row at midpt 2-13, 4-13
DOL=1.60
3) Provide adequate drainage to prevent water
MiTek recommends that Stabilizers and required
ponding.
cross bracing be installed during truss erection, in
4) All plates are MT20 plates unless otherwise
accordance with Stabilizer Installation guide.
indicated.
5) Plates checked for a plus or minus 0 degree
REACTIONS. (lb/size)
( )
rotation about its center.
15 = 2054/0-8-0 (min. 0-2-7)
6) This truss has been designed for a 10.0 psf bottom
,
8 = 2311/0-8-0 (min. 0-2-12)
chord live load nonconcurrent with any other live
Max Horz
loads.
15 =-294(LC 13)
7) " This truss has been designed for a live load of
Max Uplift
20.Opsf on the bottom chord in all areas where a
15 =-527(LC 9)
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
8 =-644(LC 13)
bottom chord and any other members.
Max Grav
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
85 = 2311(LC LC 1)
joint(s) except Gt=lb) 15=527, 8=644.
FORCES. (Ib)
9) This truss design requires that a minimum of 7/16"
Max. Comp./ ax. Ten. - All forces 250 (lb) or less except
structural wood sheathing be applied directly to the top
chord and%" gypsum sheetrock be applied directly to
when shown.
the bottom chord.
TOP CHORD
1-2=-1900/11!27, 2-3=-2781/1817,
3-4=-2781/1817, 4-5=-3145/2024,
LOAD CASE(S)
5-6=-2812/1648, 6-7=-3244/1933,
7-8=-3816/2254,1-15=-2018/1225
Standard
BOT CHORIJ
14-15=-83/41�2, 13-14=-484/1572,
12-13=-1305 2923, 11-12=-1305/2923,
10-11=-1436%3107, 8-10=-1780/3296
WEBS
2-14=-886/580, 2-13=-930/1640,
3-13=-831/566, 4-11=-546/878,
5-11=-839/59'LL1, 5-10=-647/322,
6-10=-470/86I: 7-10=-574/580,
1-14=-992/1821
I
Yercmg P' elkoor;`.'yiira ra'dI MJCF IIBSSfS('SEItEI?.6(E76I If4Y$dfgSUR gfi1(UiIB�(FOfa'j,'OQtO�lft£YERPGra. IndFkup Pe�mefinec/i(rdeetr:wt(tinu 0.•s:{nA�r1iPQUP ocdlbAd'aryl.fmlela,I.i.lelxeaeSketldarttn. UdefSOSsrc:>i sidNmiLano M{
kilnueseCst,xdee ibllbned�r6clCUb Yt wLQ ditirtn&u,a Eekieert(iz, SPeinAP fng:raei},ilte(ilow{iEgnpasrmee¢iyinedlke Pnleniaid(rJ:IiLerogr(yromihini fir(6etes:'{i(Inl srzfie inndeteld entlxrDDtdP,aadsiPFi. iHMsige itnr�p:wi, 6erlag(i>Niees, uhlll, Anthony T. Tombo III P.E.
�lm�lien eE�sT(L3iln eq liiW:er is Earespns3tllhNlSe g<a�,&e Cren'f urlhitlnd oaminAx IIIPUrsig<n,iaikt udnic`IYe IPi,lhi8i eil ll: kaul Eeildiipuie cd Ra. lice gFnnkdk5e 00LrQie(fie'Cei¢i!141LLne, laidliP4xdicislxigGbtliksgn ntheixgs¢dIH@e rttprtiki4t°d d80083
' 4tre11Segg?S{gAY tIP{gClplle.11lm4Sfili'Q i�n3tgg6d ke paLGnod9iilelrr..i((tet;,linPfe-. m'Sdery 66rndiie{E(Alp�iti>fpFfrlPt@JSEI:Btidtfff(Nf[I PP6418E¢tiPe61?.{FIILPRStSMA3tI3PA13AII::f3ttllLiiPi(inlllRf CFi11C11.INSSgiNjl Ee?IeLAf CF4IfiSS IIAevU:Ivlfi, PE:(li 4451 St. Lude Blvd.
eknxinddmNt{e GhmipeNFpes Guiifiq l{iHpriteuwlrLQ TiaLtef Cisip Fryo:n is zUl UtBeUBq CLunee. irLisi SPsxmtepue i4iegteik4ag. lI Li{i41ite1ta�i iruitdaMii iid Fort Pleree, FL 34946
�opydgdt�1416A-IRoaiiixsees-AmhomLID.11Ill, P.L iepmdeitiennlihisdotument,ivucyloim,ispiahi6ifedriil6nmlAe.rilteopeimissiaahnmA-iRoalLrssses-dathunpl.lom6aIII,P.E.
Jon I
Truss
Truss Type
Oty
Ply
PHOENIX REALTY - 65706
A0035792
65706 i
CO3
Roof Special
1
1
Job Reference (optional)
r� ( MOOT I losses, I-orl I-Ierce, rL saa4o, eeslgn(aaanruss.com
7-0-0 1•
7-0-0 - 4
5x6
Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 12016 MiTek Industries, Inc., Thu Sep 08 10:54:58 2016 Page 1
d Defl. = 3/8 in
5x6 II 3x10 = 5x8 = - 3x4 = 3x8 =
LOADING (psf) SPACING- 2-0-0
TCLL 30.0 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 -
TOP CHORD 2x4 SP No.2 *Except*
T1: 2x6 SP N0.2, T5: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING- I
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOT CHORD
Rigid ceiling directly applied.
WEBS I
1 Row at midpt 3-12
MiTek recommends that Stabilizers and required
cross braci , g be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
13 = 2181/0-8-0 (min. 0-2-9)
7 = 2116/5-8-0 (min. 0-2-8)
9 = 376/0-3-8 (min. 0-1-8)
Max Horz
13 =-315(LC 13)
Max Uplift
13 =-262(LC 12)
7 =-513(LC 13)
9 = -63(LC 13)
Max Grav
13 = 2181(LC 1)
7 = 2116(LC 1)
9 = 376(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD1
1-2=-2293/989, 2-17=-1886/1039,
3-17=-1886/1 b39, 3-18=-2633/1415,
4-18=-2633/1415, 4-5=-3065/1449,
5-6=-2849/1548, 6-7=-3370/1558,
1-13=-2131/1020
BOT CHORDI
12-13=-68/389, 12-19=-550/2477,
19-20=-550/2477, 11-20=-550/2477,
10-1 1=-1 365/3560, 9-10=-1060/2819,
7-9=-1060/2819
WEBS
2-12=-25/345,_ 5-10=-1223/511,
-8
CSI.
DEFL.
in (loc)
I/deft
L/d
TC 0.94
Vert(LL)
-0.2011-12
>999
360
BC 0.81
Vert(TL)
-0.5610-11
>560
240
WB 0.99
Horz(TL)
0.12 7
n/a
n/a
Matrix -AS
WEBS
2-12=-25/345, 5-1 0=-1 223/511,
6-10=-245/827, 1-12=-685/1963,
3-12=-1147/433, 5-11 =-1 176/866,
4-11=-278/659, 3-11=-241/323
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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
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,
11-6-0 from left end, supported at two points, 5-0-0
apart.
4) Provide adequate drainage to prevent water
ponding.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 9 except Qt=lb) 13=262, 7=513.
9) This truss design requires that a minimum of 7/16"
structural woad 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: 187 lb FT = 0%
nora:g g;ene6nox�}rrua.'bl loaf 11USSESITIMrGURIE rim IWOW1EUiMarl—lsll{hu(r{en¢eler. ui ncdrelrsatlisinr,0.s{oPrrrh{ODD" Wrohmrrl.lrn4r1t.E.IrineereSkxYehrr nr. U.IrssarF.xa;;e grtdmlYrTmudq
0
lr4 rneehty x drll Mend U" 11EDI 41r01id drrirnr oerip hgiretlis,S{nhA{Eng:tter),tlr smto®r1EA+rymsrd;on,ybneQlkr{nlnsiaralrr;heer,eg reuwud!Ury(erfde dnlgndlm e!rgle imr degi:ldm7x 1oDu1m1xiPF1. 16rdesige nnnp:rer,patiry<mdiliees, sahhUrtJ �/Ultl(oPY T. Tombo IIE P.E. dere rEAdsAwrhnq hi8a{Istxrryaavtdlirydhe gaau,e Cscth ed'!aind ogeal(4 da tuUU�g Uesiu,ml4rmnntotlMf%(,Ih6(adlle l�uIQG4ldigodr uxllP!d. TM cpmrd el&¢NU¢elmrfidU esedlh ires!. isdoliag hmdiug.s4rogr,brlooa7rt ndl!rm e4ollMlde rn{mr6@Iyd # 80083
''F�rhddayoasgwaiSahut¢gEahurloelh(0alaoaMlYep€Orzsmdpltelmnrf15r5rlin'(o, rxdSrinryldrt¢Nrr(E(A)rAlisledb{1PlpdSHAsertimrard@:grim(giice:e.T{mm�mn�ns�,arc„x11nh,�uarl:n:eru(u:.lres,mr�,(ra•+rrxaarnnx=ehee:x,edu: 4451 St, Lucie Blvd.
• a�rmrrdrr�¢IhrMennrg:erde{olr.r!cr{4reg{rmnw�,raiaalunG4(rM{Wr.isxGilM6aii¢lCtsfnn.erinssi(rerm(gmrua!�gleilfm7.darryihGsdhsrcnesleliulbR6i Fort Pierce, FL 34946
roprrigd1�1616A•IA¢oilmsies-Am6onyT.ium6oII1:F.F. ieprodcdienoltEisdammeuyi�aerlorm,isprahibi(edrit6uclthe«rittenpermissianhomA-I kaa(bnsles�6afhoopl,Tomholll,f.E,
Job
Truss
Truss Type
city
Ply
PHOENIX REALTY - 65706
65706 1
C04
Roof Special
1
1
A0035793
Job Reference (optional)
Al rcooT I cusses, i-ort coerce, i-L 34946, design@altruss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:54:59 2016 Page 1
ID:HSelToU9d7eaEKtzidgq 1 fyTWE_-du WkMYTgRaK?OFKkxvuB7ldyt8xNt9KGOkO3mJyfjyw
1 8-3-4 14-8-12 22-4-12 25-4-12 27-0-0
8-3-4 6-5-8 7-8-0 3-0-0 1-74
7x10 MT20HS-
5x8 = Dead Load Defl. = 7/16 in
6.00 F12 2 6 3
TCLL 3
TCDL 2
BCLL
BCDL
LUMBER -
TOP CHORI
BOT CHORI
WEBS
BRACING -
TOP CHORI
Structural wi
verticals.
BOT CHORI
Rigid ceiling
WEBS
1 Row at mil
MiTek recc
cross braci
4xf
c4 11
0
4x6 II 4x4 = 3x4 = 3x4 = I 4x4 = 5x6 =
0Z5K
50
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES
.0
Plate Grip DOL 1.25
TC 0.90
Vert(LL)
-0.30
8-9
>999
360
MT20
.0
Lumber DOL 1.25
BC 0.83
Vert(TL)
-0.74
8-9
>433
240
MT20HS
.0
Rep Stress Incr YES
WB 0.83
Horz(TL)
0.07
7
n/a
n/a
.0
Code FBC2014/TPI2007
Matrix -AS
Weight: 191 lb
2x6 SP No.2 *Except*
T435: 2x4 SP No.2
2x4 SP No.2
2x4 SP No.3 *Except*
W3: 2x4 SP M 30
d sheathing directly applied, except end
applied.
4-9, 1-12
nends that Stabilizers and required
be installed during truss erection, in
REACTIONS. (lb/size)
12 = 1909/0-8-0 (min.0-2-4)
7 = 1864/0-8-0 (min. 0-2-3)
Max Horz 1
12 = I-120(LC 8)
Max Uplift
12 = 247(LC 12)
7 =-344(LC 13)
Max Grav
12 = 1909(LC 1)
7 = 1864(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown;
TOP CHORD
1-2=-2115/885, 2-1 5=-1 541/900,
15-16=-1541/900, 3-16=-1541/900,
3-4=-2249/976, 4-5=-2120/1058,
1-12=-1866/909
BOT CHORD
10-11=-576/1�786, 9-10=-576/1786,
8-9=-1019/2184, 7-8=-358/773
WEBS
11-13=-449/238, 2-13=-360/183,
9-14=-99/296, 3-14=-105/306,
4-9=-445/4571,4-8=-1467/792,
5-8=-968/2080, 1 -11 =-567/1765,
WEBS
11 -1 3=-449/238, 2-13=-360/183,
9-14=-99/296, 3-14=-105/306,
4-9=-445/457,4-8=-1467/792,
5-8=-968/2080, 1-11=-567/1765,
5-7=-1890/870, 13-14=-106/313,
3-13=-657/232
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vuit=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=4.2psf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
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,
11-6-0 from left end, supported at two points, 5-0-0
apart.
4) Provide adequate drainage to prevent water
ponding.
5) All plates are MT20 plates unless otherwise
indicated.
6) Plates checked for a plus or minus 0 degree
rotation about its center.
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, with BCDL =
7.0psf.
9) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 12=247, 7=344.
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.
5-7=-1890/87.0, 13-14=-106/313, LOAD CASE(S)
Standard
ZtpTMeromg • glmehnox{liprer:e* kxe"11 POOF IIgS'.:S i"SFIIEI$ GtHUt rEtBS igC5UHi9HS rUrOMj'N1gEYg drp!O�IEP;NENP hrr. Psihtesip ges�eUersn/ nWoelet o7 A:Isinu 0°s:yx Dnatsg(IOP ecl (Ulelhepl. rmgrHL9.r.leh!ern S.5!el deire.u. Udrtso!Eerciu thle9m16eiti1, a�dp
lilegnnrtne puler sgdlhesed M7VelCgblenid A:�IsuYs Oesip rnieeerii.e, rgnieVp figxaerl,itrsrWncap169+epe!�:;ou!y;-�xeAl6e pdemvaisniererrtgms�uYiGty 6rhe dn!gnefua<.icgler!es:legiAei aiasif!6seIJ,nR Ig41. 16ekvp nswp:mb6aTadu�Ilon,rsle111T
ne eldsActsln ng 6iWg IstSaresgaafiilApWfse Osx,#e Cxau s e:1'rrtlnd ogeel si!It hilriag Deti+�n, is@e ¢eluldlYe �i.lge 4' ng Igl hmihiidhgode nllpll, gkepnrote!£:e Nga4ecp Re'C ete �IN':rcsx i¢Asliagt�lirg, Qxa7e,inlelM�7se rti I.tu!�tpcli 4e IM ngnsiNG¢ d
e1clM�rgUasgi..onlfarvRmu. 111 ahs sa snls 19a I8UaM16s psNrnodgaldelpcetdlk.°alllepforwatt iofeyhh!aeliasiBLV;gd3isEei 67I11wdf!(d aenhre<dk!peanaEpAlce!e. f11I2¢Reestlspesg�stilGirnllelies+llL•LnsCuigcu.lmu grfyi (rsinrca,+rmsMacalxiner,eNnt
i:F.nM¢lelualEpduhnkpaWego is siifiq 1peH prtin lvabtd ieeLess hAge[eplrals!101IhLdiieg Oeupoes. erLnss ipsiemfegnea•oimplallli7. dig rryileg¢dhrasanttteleudie g161
(opyrigM�7Ql6AdRaotTmsses-A�g6onyT.rum6oill;P,f. MpmduOionofgEisdowmeng,inucrlorm,ispichi6igedsig4ucggheaeiggenpermissianbomA-1RoelLusses-knghonpT.Tombolgl,f.E.
GRIP
244/190
187/143
FT = 0%
Anthony T. Tombo III, P.E.
A 80083
4451 St. Lucie Blvd.
Fort Pierce, FL 34946
Job
Truss
Truss Type
QtY
Ply
PHOENIX REALTY - 65706
65706
CO5
Hip
1
1
A0035794�
Job Reference (optional)J
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:55:00 2016 Page 1
I D:HSelToU9d7eaEKtzidgq 1 fyTWE_-5446ZtUSBuSs?PuwUcQNg W975YENcfePcO7clmyfjjyv
6-3 4 11-6-0 16-8-12 21-6 7 27-0-0
5-2-12 5-2-12 4-9-11 5-5-9
Dead Load Defl. = 5/16 in
3x6 11 3x8 = 3x8 MT20HS= 3x8 = 5x6 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.87
Vert(LL)
0.34
8-10
>949
360
MT20
244l190
TCDL 28�.0
Lumber DOL
1.25
BC 0.97
Vert(TL)
-0.64
8-10
>497
240
MT20HS
1871143
BCLL 0 0 '
Rep Stress Incr
YES
WB 0.63
Horz(TL)
0.09
7
n/a
n/a
BCDL 7.0
Code FBC2014/TP12007
Matrix -AS
Weight: 158 Ib
FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP N0.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOT CHORD
Rigid ceiling directly applied.
WEBS I
1 Row at midpt
3-10. 1-11. 51.7
cross bracing be installed during truss erection, in
REACTIONSIr (lb/size)
11 = 1909/0-8-0 (min. 0-2-4)
7 = 1864/0-8-0 (min. 0-2-3)
Max Horz
11 =
-194(LC 13)
Max Uplift
11 =
-226(LC 9)
7 =
-316(LC 13)
Max Grav
11 =
1909(LC 1)
7 =
1864(LC 1)
I
FORCES. (Ib�
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORDI
1-2=-1911/824, 2-12=-1572/874,
3-12=-1572/874, 3-13=-2030/1097,
4-13=-2030/1 97, 4-5=-2393/1114,
5-6=-456/275 1-11=-1870/881,
6-7=-443/331
BOT CHORD
10-14=-576/21 39, 9-14=-576/2139,
9-15=-576/2139, 8-15=-576/2139,
7-8=-959/2183
WEBS
3-10=-977/319, 3-8=-333/91,
4-8=-150/4221 5-8=-220/454,
1 -1 0=-555/1662, 5-7=-2326/1035
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; VuIt=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=4.2psf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
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,
11-6-0 from left end, supported at two points, 5-0-0
apart.
4) Provide adequate drainage to prevent water
ponding.
5) All plates are MT20 plates unless otherwise
indicated.
6) Plate(s) atjoint(s) 2, 4, 6, 11, 10, 3, 8, 5, 1 and 7
checked for a plus or minus 0 degree rotation about its
center.
7) Plate(s) atjoint(s) 9 checked for a plus or minus 5
degree rotation about its center.
8) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
9) . 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.
10) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 11=226, 7=316,
11) 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
7;emng tsne16uxgh;grn%ra rse'A I100r Ros"(f1",n111;OUR TiUtSl(C5C�-0?iSfUinN('rtlPFt"(.IC�Us5IE0.UE&Plcrs. Tarry N4p geraorlen ue sr�i rsles o7s:Is rns:0.n:�G�erf¢iQOU ¢ilu2et�x, 1. T.M. MI.E.1e6reen S5sNrd>re rsr. UehstChrsisr 4etrJwlhe ifiD, oalq
1✓ilei uemsrtr uhs sblihosedhMr06hle nkA Asrrrees D<sigshpeeer(Ie,fp:iotlgEn}rae4, lYe snAnegii'Onp=.ez�3:erm!g4eai lEe pdessUml rrdearaprtuailld�ry hrltr deu,,efRa ssgtrirer.[:gmrlmtogrrlj,«dstgA1. 16eaasr essmp:na, ms64 ca:.dncs, s�kremcl Anthony T. Tombo III P.E.
e#lnnitldsLms6: nrb0Erq is qe resymisilaidlSs Owas,Re Oecn senhr:hd ogenln ira iniloag Orsiy a,nidrmmmvshe Ri.lselYiml nekmlEtl(ltegage edrtL lMeproretstGrefDOtrdmrft¢!c etedlMrs:x frddhgAm!!irgsSxege,hneiklin ni lmnrgslel{4e 1Ce:eslotilihnd #8 tla lmmng0esgxv eaiCarrsen.111m1n:rlo�tir19s1:OmNr:enuesmdsoidducesal los5a:liug rocvvM Ss1>-ry ldx¢run{E@)pBUske{6r iP7eMSEfdaerderercedfei q¢q:nlg9ira�a. 1F117Rfisestkrerym:0iRn1111 blind llelnxCatgMA— Ontic ton" at rn<,Amlxm",h,, 0083
44515t.Lucie 00838I4d.
a mNtr ddmedlys hnnmegrrsdapeInssOieg ly ad psner irobsd hs lun DWI, hginff Is INN &I Nopm. erhen ignem ho,s dmyleildsg. dll rgihOmdfr:msore osgrtcu�ir 1tL1
ZI (opyrighl 0 2016 A -I Rest Trusses -AmhonyT. Tombo III,URepmdudloneflhiscomment, incry form, isInhibited withoullherrinenpelmissionfromA-1R00171usses-Antheoyl,TomhaIIGH. Fort Pierce, FL 34446
i
Job
Truss Type
Qty
PIY
PHOENIX REALTY - 65706
65706
TC
Hip
A0035795
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 12016 MTek Industries, Inc. Thu Sep 08 10:55:00 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE_ 5446ZtUSBuSs?PuwUcQNgW99iYIIcftPcO7clmAyv
L 5-0-0 8-9-8 14-2-8 18-0-0 27-0-0
1 5-0-0 3-9-8 5-5-0 3-9-8 9-0-0
48 =
4x4
5x10 MT20HS=
.ea o � ter- st ■ •ia I ttvu i•� w
on
d
I¢
4x6 11 3x4 = 3x4 = 3x4 = 1.5x4 11 4x8 = 3x6 11
LOADING (p.sf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.77
Vert(LL)
-0.24
8-9
>999
360
MT20
244/190
TCDL 28.0
Lumber DOL
1.25
BC 0.76
Vert(TL)
-0.67
8-9
>476
240
MT20HS
187/143
BCLL 6.0 *
Rep Stress Incr
YES
WB 0.62
HOrz(TL)
0.06
7
n/a
n/a
BCDL to
Code FBC2014/TPI2007
Matrix -AS
Weight: 169 lb
FT = 0%
LUMBER -
TOP CHORD 2x4 SP N0.2 *Except*
T2: 2x4 SP M 30, T3: 2x6 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 1 2x4 SP No.3 *Except*
BRACING-
W6: 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOT CHORD
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)
13 = 1903/0-8-0 (min.0-2-4)
7 = 1859/0-8-0 (min. 0-2-3)
Max Horz
13 =-183(LC 13)
Max Uplift
13 = 265(LC 9)
7 = 298(LC 13)
Max Grav
13 = 1903(LC 1)
7 = 1859(LC 1)
I
FORCES. (16)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.i
TOP CHORD,
1-2=-1715/756,2-3=-2261/1083,
3-4=-2261/1083, 4-5=-2131/1152,
5-6=-2631/1087, 1-13=-1842/859,
6-7=-1798/922
BOT CHORDi
11-12=-331/1391, 10-11=-641/2261,
9-10=-641/2261, 8-9=-641/2261,
7-8=-52517131
WEBS
2-12=-922/422, 2-11=-549/1623,
3-11 =-1 009/366, 4-8=-488/83, 5-8=0/418,
1-12=-581/1587,6-8=-192/1440
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 ;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,
11-6-0 from left end, supported at two points, 5-0-0
apart.
41 Provide adequate drainage to prevent water
ponding.
5) All plates are MT20 plates unless otherwise
indicated.
6) Plates checked for a plus or minus 0 degree
rotation about its center.
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, with BCDL =
7.Opsf.
9) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 13=265, 7=298.
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
1
'ID I.Wt<e11D`'rFT-re held r�� r�q �r rues(sI•SEtlEI�6EK7ltrtld'Sd(45UN75SNirON(lmEiJ.(CIUa0KtF0.dlFkrhrs.lei¢6dnyenathnedltedttlasmditinssRsipanitgQdPeed(5D1e1lDtrlitrtbl7,P.F.IelneanS4tel6e(anestUdettDdxranesfdedcalhelDU,udq
dId,el uteekt goes tollh Dsed Re ICaUYe nhd Ru 1ms Wto h(noq(a,51,'11y(ngreay@keud.,ttyTO"pamntphxedlbt pdeulnal trcleeWR rrgx;llitdyW&deign d W sDgle Tips; h1kld.1170tdy,aDdsT91. 1he61Ap.1-0 s,1W.1 rAd-,sstdtl,ry
6k ea d ads Tlms la to Mild.[ is Ae re llts of fit Elm to Gras edawiid D e.4 to ff. pasi n,ia lit nd.4D.'1le R(. Ih egad nakal Foilli aie WRU, Anthony T. 80083TombIII, P.E.
! & > 3 g p p Ih vprwd tl d,elDp uA eey field nt Dl nttrts�tsddugbmiily,s!ao3t lnUlkAa ted hnurg thDllhe lh regmikllapd $ 80083 e lei14qhrcV—W-aadu.InW.A.dil NINA It, pedaesandgelddm.1thWit; Wpm 1no(65jdhslei by M"flyd ¢uelereradhl pt 10.dtaa. 311 Ausf Dresynsail,�eed telin Dloiluss Culgeu.lmslniq�frsinerad lnstMnwluhix,Mas Q451 St. Loole Blvd.
o�laala ddindlyt(DditRDgtedrpehcii!itgly ep µldtshrtnd lhlless Utdp hlism is 01litVADg Cedpn.trLtss Sytiem hgin�dw.yYe{Idsg oil tlgildnedfnmsore is dehxdit Aid.
(ppyrighl�1U16A-INaatTmsses-Aclhonyi,Tombolll,p.E.Reprodtdiono(thisdotumenLintoy form, isptohibiledwithout the .611:npelmisdonhomA-1RooFLmses-AnthooylTomholll,f,E, Fort Plerte,FL 34946
Job
Truss
Truss Type
4ty
Ply
PHOENIX REALTY - 65706
65706
C07
Hip
1
1
A0035796
Job Reference (optional)
rA I muuL i ruslses, run rierce, rL- o4u4b, aesignLa truss.com
3--8-8-
3-0-000 S 8-99
6.00 � 4xB =
Kun: ts.uzu s Aug 7 Lulu rrint: u.uzu s Aug T Zu96 MI I eK Inaustrles, Inc. I nu Sep ud lu:bb:ui Zu1b Page 1
ID:HSeIToU9d7eaEKtzidgglfyTWE_ ZGeUnDV5yCajdYT72KxcDjiGxydCL2eYr2tArCyfjyu
14-3-7 20 0-0 27-0-0
5-6-13 5-8-9 7-0-0
3x4 = 5x10 MT20HS
Dead Load DeB. = 5/8 in
3x6 11 3x4 = 4x4 = 3x8 MT20HS= 1.5x4 11 4x8 = 3x6 11
3-0-0
27-0-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.99
Vert(LL)
0.34
9-10
>945
360
MT20
244/190
TCDL 28.0
Lumber DOL
1.25
BC 0.81
Vert(TL)
-0.92
9-10
>349
240
MT20HS
187/143
BCLL 0.0
Rep Stress Incr
YES
WB 0.84
Horz(TL)
0.07
8
n/a
n/a
BCDL 7.0
Code FBC2014/TPI2007
Matrix -AS
Weight: 157 lb
FT = 0%
LUMBER -
TOP CHORD 2x4 SP N0.2 *Except*
T2: 2x4 SP M 30, T4: 2x6 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3 *Except*
W6: 2x6 SP No.2
BRACING -
TOP CHORD
Structural woi d sheathing directly applied, except end
verticals.
BOT CHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection. in
REACTIONS; (lb/size)
14 =
1903/0-8-0 (min. 0-2-4)
8 =
1859/0-8-0 (min.0-2-3)
Max Horz
14 =
-160(LC 13)
Max Uplift
14 =
-324(LC 9)
8 =
-332(LC 8)
Max Grav
14 =
1903(LC 1)
8 =
1859(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.)
TOPCHORD
1-2=-1314/582, 2-3=-2775/1210.
3-4=-2775/12110, 4-5=-2242/1164,
5-6=-2242/1164,6-7=-2684/1141,
1-14=-1836/818, 7-8=-1817/904
BOT CHOZ
12-13=-229/1071, 11-12=-866/2775,
10-11=-866/2775, 9-10=-866/2775,
8-9=-310/431
WEBS
2-13=-1 191/558, 2-12=-815/2205,
3-12=-1073/447, 4-9=-855/102, 6-9=0/448,
1-1 3=-618/1554, 7-9=-519/1820
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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
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,
11-6-0 from left end, supported at two points, 5-0-0
apart.
4) Provide adequate drainage to prevent water
ponding.
5) All plates are MT20 plates unless otherwise
indicated.
6) Plates checked for a plus or minus 0 degree
rotation about its center.
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, with BCDL =
7.Opsf.
9) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 14=324, 8=332.
10) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and'/z" gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
nwuag.t;mielku>ryllprertaGu'AA loaf LLUSS(1{'SEtLFI'I GF&iR[ FEIWSd(u5D!11955 (USIONj'FDS[I°li(IWD49tFD;gF&P firs. isAgdeilet gmt¢tlen tee ww3wle: w!kls fors 0�s!go Urnta9QDDj.d 113AtlmnrF.Itah l I,f E,lelneereiW ld . rw. t1dessolv:erore'Iddmlte To, aiy
igduwetkt ,*dn tld'lt wei larYaetGDUlnal:d A;rtmst Dt4ga hgloeer(Le, SputDt Eajwer'p the srofoeeyl[Dnpesm;et nrgsspedl4(edsesiaad tadttereg nsywsll!my 6rlke desij,dlst exgte Vets lgideex3siD6rtly,�vlFsl. ILtekdgr nonp!wx,hadwy radilioes, sa:hlilq Anthony. Tombo III P.E.
ose elDDs irwslat nr ltiar(ISL�wsgaiLtifsrdtitDmr,fteCeeiwd'wiIdogemet rtt Wbj D,V.,ia1k, ndutdth R"tIt, Mal llekedtolltegalt ORO. lh gtrerddhefooaleet Wesw dIs, 'ealidwg>.�ad mg.daro7e.10 MSte rdG!enog stoli4e llengwdlii:l!ri y $80083 �
' keFti D95syurieeGAhidlLellt�ltSllt�lalaelDDadlkepctl.enmdgetld sel[sG:cldlq(o•ogd:MSdehlehimd:jKAynSISF.edsrlPtaadSL[2¢ewlneraedfngewedgiLvteiFbltefiwsktrespuas:Mfinesesdeeaesduelnwoedgax.IrmsDed;(rgdwerxdlnutdaecloAmx,hLse 44515t.0083Blvd.
a4uwise ddineetgr(rdiea cgius y e iitn, iioR pdet bed,d ieslust Adg 6grenise011lt 9uJilag Drugeti.arLas oysemfqueadmpldldeg. di �ejNl'edhimr oreedeltr�fle rFtl Fort 1 St. , FL 34946
Blvd.
CopyrightO206A.1RoolTrusses-A:IhonyLTomb 111,P.E. Reproduction of this document, ieouyform, isprohibitedwilho stheaitienpetmissionIsomA-1Roolbones-Anthony1.lombuIll,P.E.
it
Job
Truss
Truss Type
C
PIY
PHOENIX REALTY - 65706
A0035797
65706
C08G
Hip Girder
1
1
�
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:55:02 2016 Page 1
ID:HSeIToU9d7eaEKtzidgglfyTWE= 1TCs_ZVjjVjaFi2JclSrixFWWMOS4Twi4icjNeyfjyt
1 0 a 8-0-9 1a 11-7 22-0-0 29-0-0
'1-o-d 7-o-s 6-10-13 7-0-9 7-0-0
6.00 12
1Sx12 =
5x6
3x6 II
Dead Load Defl. = 7/16 in
13 12 7x14 MT20HS= 7x10 MT20HS= 5x6 = 5xl2
3x8 II 2x4 II
7x8 8-0-9 22-0-0 29-0-0
n_o 7_n_nn_9
Plate Offsets
(X,Y)--
[1:0-2-12 0-2-12],[2:0-9-8 0-4-41[3:0-4-8 0-1-8]
[5:0-4-0 0-3-8]
[6:0-4-0 0-2-8] [8:0-3-0 0-3-8] [12:0-3-12 0-4-12] [13:0-4-12 0-1-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC
0.68
Vert(LL)
0.39
9-11
>849
360
MT20
244/190
TCDL 28.0
Lumber DOL 1.25
BC
0.55
Vert(TL)
-0.64
9-11
>522
240
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr NO
WB
0.97
Horz(TL)
0.13
7
n/a
n/a
BCDL 1.0
Code FBC2014/TPI2007
Matrix-MSH
Weight: 195 lb
FT = 0%
LUMBER- I
TOP CHORD 2x6 SP No.2 *Except*
T2,T3: 2x6 SP 240OF 2.0E
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP N0.3 *Except*
W4: 2x4 SP M 30, W1: 2x4 SP No.2
BRACING 11
-
TOP CHORD
Structural wood sheathing directly applied or 2-4-8 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 4-7-3 oc bracing.
WEBS
T-Brace:
2x4 SYP 1xo.3 - 2-12, 2-11, 5-11, 5-8
Fasten (2X) T and I braces to narrow edge of web with
1Od (0.131"l 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
7 =
13 =
12 =
Max Horz
13 =
Max Uplift
7 =
13 =
12 =
Max Grav
7 =
FORCES. (lb)
Max. Comp./IV
when shown. )
TOP CHORD
1-2=401/653�
18-19=-5810/c
3-20=-5810/3 i
4-21=-5810/3 i
5-22=-5810/&i
Continued on II
(lb/size)
3370/0-8-0 (min. 0-2-13)
-3101/0-8-0 (min. 0-3-10)
7420/0-8-0 (min.0-3-10)
-191(LC 9)
-2007(LC 9)
-3166(LC 35)
-4675(LC 4)
3370(LC 20)
1872(LC 5)
7527(LC 35)
Ten. - All forces 250 (Ib) or less except
2-18=-5810/3779,
779, 19-20=-5810/3779,
79,3-4=-5810/3779,
79, 21-22=-5810/3779,
79, 5-23=-6021/3920,
TOP CHORD
1-2=-401/653, 2-18=-5810/3779,
18-19=-5810/3779, 19-20=-5810/3779,
3-20=-5810/3779, 3-4=-5810/3779,
4-21=-5810/3779, 21-22=-5810/3779,
5-22=-5810/3779, 5-23=-6021/3920,
23-24=-6021/3920, 24-25=-6021/3920,
6-25=-6021/3920, 6-7=-6787/4269,
1-13=-1253/1965
BOT CHORD
12-26=-199/279, 26-27=-199/279,
27-28=-199/279, 11-28=-199/279,
11-29=-5064/8023, 29-30=-5064/8023,
10-30=-5064/8023, 10-31=-5064/8023,
9-31=-5064/8023, 9-32=-5064/8023,
32-33=-5064/8023, 33-34=-5064/8023,
8-34=-5064/8023,7-8=-3724/5977
WEBS
2-12=-4626/3170, 2-11=-4286/6666,
3-11=-1633/1229, 5-11=-2428/1580,
5-9=-70/556, 5-8=-2315/1494,
6-8=-1060/1836, 1-12=-1340/802
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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; 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) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
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.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 7=2007, 13=3166, 12=4675.
9) This truss has large uplift reaction(s) from gravity
load casks). Proper connection is required to secure
truss against upward movement at the bearings.
Building designer must provide for uplift reactions
indicated.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 316
lb down and 308 lb up at 1-0-0, 316 lb down and 308
lb up at 1-11-4, 316 lb down and 308 lb up at 3-11-4,
316 lb down and 308 lb up at 5-11-4, 316 lb down and
308 lb up at 7-11-4, 316 lb down and 308 lb up at
9-11-4. 316 lb down and 308 lb up at 11-11-4, 316 lb
down and 308 lb up at 13-11-4, 316 lb down and 308
lb up at 15-11-4, 316 lb down and 308 lb up at
17-11-4, and 316 lb down and 308 lb up at 19-11-4,
and 481 lb down and 462 lb up at 22-0-0 on top chord
, and 87 lb down and 33 lb up at 1-0-12, 85 lb down
and 33 lb up at 1-11-4, 85 lb down and 33 lb up at
3-11-4. 85 lb down and 33 lb up at 5-11-4, 85 lb down
and 33 lb up at 7-11-4, 85 lb down and 33 lb up at
9-11-4. 85 lb down and 33 lb up at 11-114, 85 lb
down and 33 lb up at 13-11-4, 85 lb down and 33 lb
up at 15-11-4, 85 lb down and 33 lb up at 17-11-4,
and 85 lb down and 33 lb up at 19-11-4, and 639 lb
down and 470 lb up at 21-11-4 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
11) Warning: Additional permanent and stability
bracing for truss system (not part of this component
design) is always required.
12) 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: 1-2=-116, 2-6=-116, 6-16=-116, 7-13=-14
Concentrated Loads (lb)
i,.M- Pease Ih¢op¢ fnnuW1 I ROOF 11&SS(SI':[(MI,L(Mr(1451(DRD!1N NSnB{"unnimosftEDvoa 6m:. letlpkdggnes¢lerseei rcdrelrcaa!tisgnss 0.Kpn D:rrup(IDP ucd GaletlsarS.imhF.l,g.-s.hlennetud hlu:e rse. UdeseUnvmsmtreamker(m,wdp
Rdd neacn¢y!des shllh osed Fsfx fCD6 Ye rd:QAsr':-kopahpleeer(I.e,fgecisUp hpxseryfYe sed er eepl[-0repal�=..nen�Vsxedls¢y:rlrsJaiu erglrreirp re:psnsil:GM IrrIYe d¢4��I la,!!ryler::!; e:gmdn rooerlp, ,•tas. tseaupr rs!rmp¢,, L'up-do-,Anthony T. Tombo Nr 1,oh36
' IIT P.E.
ofond@d!irMlime6il ia*�rez{snitilirydrao—A,0-6.Nasate(apeaiw rfa nismn,ilhe annso'ste �ia6eR?<ei L1ekaa<tdliuqule mlSP:S. ik ysrorn!d Re lDDudecp F.¢:en!e rlf6e{m!s. iaddiep!a�impsFnpe.U!leltxiro eell�nmgs4e114e esgersilikhd
$8�1183 r >krlciASrq Oss(pu nd{adradx. dllmfes;el odir lns LDmd ike g:edana:d petldmesel laa&r.Idig(au¢9kL•91ele:ndios(EL4IPphstee CpSpfmdSFlfaeiesertr�e(!o:grcnul gd(ee:s TPli delmes?uresp�ooGli�!sd ld's!Auelrns Culpnn.lm!s Ueslp�(r{Areerad rnu Naovhrl.:er,�.Im QQS15t. LUCI@SI4d.
i:hrxlse ddmeUEp drdrznapeMepse lax:faq ly allµan UwlrH tosLass h>fpe 6pinxrls nCl6supp¢p"cAyen.oN:rss Syrem hqu¢sdmpYelllaq.A!(rupllalia:hrx!crttt detnsi ie Tl6i 4451 eree, fi Blvd.
�opyrighl02616A•IRootTosses-Amhony,T.TombIll,P.E. hillodudionoffhisdoamenT,hanyform,ispeohihiledwilboullheaiffenpeemissionhomA-1RoalTiosses-AnthonyT.Torobltl,P.E.
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
A0035797
65706
C08G
Hip Girder
1
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
LOAD CASE(S)
Standard
Concentrated Loads (lb)
Vert: 2=-226(F) 4=-221(F) 6=-253(F) 12=-69(F)
11=-69(Fj 3=-221(F) 8=-535(F) 18=-221(F) 19=-221(F)
20=-221(F) 21=-221(F) 22=-221(F) 23=-221(F)
24=-221(F) 25=-221(F) 26=-69(F) 27=-69(F) 28=-69(F)
29=-69(Fj 30=-69(F) 31=-69(F) 32=-69(F) 33=-69(F)
34=-69(F)
i
Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:55:02 2016 Page 2
ID:HSeIToU9d7eaEKtzidgglfyTWE= 1TCs_ZVjjVjaFi2JclSrixFWWMOS4Twi4icjNeyfdyt
itreng C,emefh:aq`:ytFr:rrbe'!d IOOFli(SSEf('SEIt(t^, amu Inks I(oo.imm OiiTON(WttB'1!(arOwtEDOtiEkP 1".. fwiy LOP gtttt 1. at n[dmi. wb,%n(et:p R- q(TOO)ttI F. lmgl. Twit ELM rtlm— Ntt 1&t m. Otltssoe—s'Ntlrlvn(gtTGO, udy
kart uttt<.h,ycL, step(e tltlra, ntreo(thnka gitTt Dsiphgeat(Ta.ggf�tng ag.ntltattttr([ong:e!iftt::tpoxtai(tp:nt221„•,iamtftr q:twxivrr.:q(utttan�gat(ut:aglt?:t,:atgmtln�e?�otty,�traP4t. mtea�pncwp�m;,m��q ua&e,us, sx¢ulry Anthony T. Tornbo llI P.E.
p�asnt tl eat honh:mLiW.rgh'ae reymltilh tllit0aav,@e Ostfis eS'aztal tge,u+da kilq!tq Dnlgan,u,lhe utlendgt l!(, lit lt(fd lftkttEEuldwgole C:llY.l. INggrcnldGe TOO�dm]Ff Etse a!Ihtmtlt:ldingtwdieg. stxagt.bnollanitrz(t!wmsh Ntb topnllO'1?d .Tomb t
' 'Eeht'vagMq.:'tIaetatt,.Md. wl oM f IN INdIf, :nl+es®dgt Lib,neflst9uattq(tsytmtSeitryfeluadi-(t(<q'�bliiltl t]IfIIXs�Sf(d Rlllltfit3N 1f14PMtlIgt4li1f3. iFI�I FP(IItI H3f4]W1ylh!Y:RUIIiR E(Ih I1RI CfiIOtN.IfUit �tiigM1 (f2lftef M4 gBitRlfll0tl0R,CfJet2 QQSS St.0083 Blvd.
mLLff:aise ltlineftythtl negeedcptus:wgl]tO µmnitrttrf9 ID:Ln,Nup hpanit nEiihWOlmq AUqu:.erLtsssquxa hgmrud¢yhilgaq q9 ngdUl!tfdh:a, tnn(ele��1U?FLt Fort Pierce, cl 34946
Copyright®7U16AdRocfTwsses-AolhonyLTomhoIll: P.E. Fepradedi000lthisdoaama,inCoy form, isplohi6iledwithout the *rillenpelmissioattomA-1Rodbusses- Anthony Mambo III, P.E.
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
A0035798
65706
CJ1
Corner Jack
26
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:55:03 2016 Page 1
I D: HSelToU9d7eaEKtzidgq 1 fyTWE_-WfIFBvWLU prRssdVAkz4l8nj41TWp9GrIMMHvSyfjys
-2-0-0 i 0-11-11
2-0-0 0-11-11
4 =
-106/Mechanical
Max Horz
2 =
90(LC 12)
Max Uplift
3 =
-57(LC 1)
2 =
-196(LC 12)
4 =
-106(LC 1)
Max Grav
3 =
28(LC 8)
2 =
513(LC 1)
4 =
52(LC 8)
FORCES. (Ib)
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. II; Exp C;
Part. Encl., GCpi=0.55; MWFRS
(envelope) apd
C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60 I
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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 3-6L o tall by 2-0-0 wide will fit between the
bottom chord) and any other members.
�K¢reag 7iwsPlku>xsiyrfrs�fle"Sd P4gF tdBSSfS('fElEEi�. gfGEEAE ffBkidtg9g01'5S(USIDurlUPT�;(�USslEaNEgr )ere. lsibdsip icrfrtfleneee rfcGeelPsmI'sice's[«c(aD�ewinlilppje¢dtt¢Ixkhaarl.imiPCbI.E.IPlufcnSkW1¢ExP Pse. UelessoHxra�;s sidrla.the Ito,, mzp
(vllfh fi W. fttn 4.11be ued lW the Tale is la SA dse lmu gmja UlmeP¢1. spsithr "r.01, the sell Pa eev I'M"pe'eT5e611t�1�Ke 4116E ply Pl5is'S'ituwi( u;cwsilhllcy In AD IIPII}t[�be "ileti¢ti igkldaa WIDDuly,.6,IN. IAPdf51l61t..isr a, (klElll¢ES, Sidney
Anthony T. Torllho III, P.E.
' , ete or Us SI Doy llattltr is noreyust'le,oliegC,t':.ie C:off{atl Ni7P!AutM leildng gPe�yef(rmliPnWNialYP#'11l B?eti l9;dt]IENIII110IPHlnYI-I. I6P CtE(¢iq'eE RN IUg �C[CyFfiC Y:lkY lie eed h!e gsq¢llSe il"IF Whied -
-
E 80083
:'EuN,d h, 1f`oi wu. lllea'P { laa le l9 13W lbe ,Dihes(rA dPlkce dh Shi to
Pm9 �'n E 7 D llbrUtS¢issil'."Desstilp�.nfflo Er lPEadiE(d mP�tlnfn 1141 geaf(atgMEn¢..-Ild trtiersfleres an�ildu;rd 4liesftleellassgfslg¢ec lmss UesrprEm¢eercre lnu Na¢nfafhrer,4rins -
EfIY{tP idinfdEpA Gef e(?EpRFA Ea la wfeied It ag piner ianl(fd 1'sLosl Crupo hpa.0 is AC114e& Jdlq Wsigm. ¢rL ssf7aem Eepvea d layhd4eq..l lRaletrf9hlxl tte et dflsuf a1P6I
4451 St. Lucie Blvd.
f:opyright02016A-1RoafTresses-AollmnrE.Tomb III: P.E. RepredtifonoltFisdoomem,inanylosm,ispmhibifedwit6auliFe*ripenpefmissionffomA-1R001"ses-Anlhooyl.lam6o111,P.E.
FortPlerte, FL 34946
Job I
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
AO035799
65706
CJ3
Corner Jack
24
1
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:55:03 2016 Page 1
I D:HSelToU9d7eaEKtzidgq 1 fyTWE_-WHFBvWLUprRssdVAkz418nj41Skp9Grl MMHv5Ays
VO_-00 2-11-11
2 2-11-11
0
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL, in (loc) I/deft
L/d
PLATES GRIP
TCLL 30.0
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(TL) -0.01 4-7 >999
240
BCLL �0.0 '
Rep Stress Incr YES
WB 0.00
Ho2(TL) 0.00 3 n/a
n/a
BCDL 7.0
Code FBC2014/TPI2007
Matrix -MP
Weight: 13 Ib FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2BOT
RD 2x4 SP No.2
6) Provide mechanical connection (by others) of truss
BRACING.
to bearing plate capable of withstanding 100 lb uplift at
TOP CHORD
joint(s) 4 except Qt=lb) 3=101, 2=176.
Structural wood sheathing directly applied or 2-11-11 oc
purlins.
BOT CHOR
LOAD CASE(S)
Rigid ceilingdirectlyapplied or 10-0-0 oc bracing.
Standard
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
REACTIONS.
(lb/size)
3 =
104/Mechanical
2 =
488/0-8-0 (min.0-1-8)
4 =
10/Mechanical
• Max Horz
2 =
176(LC 12)
Max Uplift
3 =
-101(LC 12)
2 =
-176(LC 12)
4 =
-4(LC 13)
Max Grav
3 = 129(LC 19)
2 = 488(LC 1)
4 = 38(LC 3)
FORCES. (Ib)
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; Part. Encl., GCpi=0.55; MWFRS
(envelope) and C-C Exterior(2) zone; cantilever left and
right expose ;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This trusslhas 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.
5) Refer to girder(s)
for truss to truss connections.
Rpremg.l;wse 6¢r:yi t'x'2I RDDf tiGSS3l'SFrIEI'L Gf6lht!(1kS d (OSgllv�RS[DiSOMI'tUtFP'ISCtl�U'�llk;rSEkI' hra. hil{Criggcrc¢nemee nederle: m'Eisinss 6zvgo0n+tegQDDjoci4elelhargl.Isab ra, a E.hlueri?Skel hden tie. Iltless o9srsrr stdedwihe rCD, u. y
......
tdrleh uueekr ydessbll le¢sed lm I. TDD1. k,n1A doIss Desire file resite, Simell ferimrt,3,.9 asyIEDnpe'me. inspltt¢d6?pdtninilct(Intriq uuanslhdp(n the b4cl be smelt imu 2tlkldasb TDDn11, Jr IN. ik6,0g, nu#-,bdrelrox0an,uailh
.1n,it Ws We, sit WhI lsaens�s3ilYdlie9sa>r,d:e One?,eelbriedgnea ItliddasgDns., hstht anle.101heKthearnd las senlhesldiagodeWIN. lheglmrd d L.lDDEdny 6e'eesedlhe tm:s. iridisgAaai;hg,starog&bs1¢IkBin ¢ed lmrm6 she114eiCsresgosiHl:fyd
. Tombo IIi P.E.
AnthonyY r
'
IMP re{Id7bg D?si +osd!arfffinl. lllm:e, sel Mt. Is! llDad hreedretmdgeidelxrsdis?3�atngtomTwWSdeyhhrmnD¢n{iCV)p 1lished by 111md 10 a,tldermedso IneadgtAdeiie.TITI MIItSAi?I81'91d;I1::Ri nil IdRI EI ih?1in"( fllter. I— Mile [,V tI MTrinuaiihihler,ede51
rhmin ddinedE dmwna n1, ni¢aiitie 1 sg inner 46d i¢s
Y O< g ! ! r InssDedgtN{ta?nisn016e6uDdiegCetigen.erLessSgsemfyq¢xdrmyleildzq d'Iskdlsiisedsumrnreesddud6tldi.
8d�83
4451 St. Lucie Blvd.
•
(Copyright 01616 A -I Roof lsusses- A¢Ihony T. Tomho Ill, PI terprodidien ofMis doeumenL in any loin, is peohileiled without the.0ten permission fromA-1 Rod"Dinses- AnihooyT. Tombo Ill, p.f.
Fort Pierce, FL 34946
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
65706 i
CJ3A
Corner Jack
1
1
A0035800
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:55:04 2016 Page 1
ID:HSeIToU9d7eaEKtzidgglfyTWE-_rJdPFXzF7zlUOChjSUJgMK_89opYcW7X05gRXyfjyr
� 2-10-3
2-10-3
2x4 =
2-10-3
LOADING (pso
TCLL 3.0.0
TCDL 28.0
BCLL b.0 *
BCDL 7.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2014/TP12007
CSI.
TC 0.16
BC 0.17
WB 0.00
Matrix -MP
DEFL, in (loc) I/deft
Vert(LL) 0.01 3-6 >999
Vert(TL) -0.01 3-6 >999
Horz(TL) -0.00 2 n/a
L/d
360
240
n/a
LUMBER- j
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
connection (y 6) Provide mechanical tion b others) of truss
BRACING- i
to bearing plate capable of withstanding 100 lb uplift at
TOP CHORD
joint(s) 1, 2, 3.
Structural wood sheathing directly applied or 2-10-3 oc
purlins. I
BOT CHORD
LOAD CASE(S)
Rigid ceilingldirectly applied or 10-0-0 oc bracing.
Standard
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
• accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
1 = 1 181/0-8-0 (min.0-1-8)
2 = 133/Mechanical
3 = 49/Mechanical
• Max Horz
1 = 86(LC 12)
Max Uplift
1 = 38(LC 12)
2 = -74(LC 12)
3 = -10(LC 12)
Max Grav
1 = 181(LC 1)
2 = 133(LC 1)
3 = 55(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=S.Opsf; BCDL=4.2psf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0,18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60 I
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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 3-61-0 tall by 2-0-0 wide will fit between the
bottom chord) and any other members.
5) Refer to girder(s) for truss to truss connections.
PLATES GRIP
MT20 244/190
Weight: 9 lb FT = 0%
�8trtxg./iv;el6tit;y,iy rfr:r.fn"AA173EI.......
'Stllr!'1C...3""u''S.....Aiu%SNSfdNrWPrP�StGiUblt[iltEiifets.9-'6'yt inmffat to/tfsdtf!!sm!Ris istr Prs:gr0�eritr(IeP uti Cizi[I»apl. rfwb i'4 P,r.ltlffeeni9f!I )Biro Est. ))Blest edxr•uf sfelrlualNaTCD, arp
ttflflnteer�iy in stdlktsrd lu su7Cgble rtLd Asdrms Detsp[eliteerp.e, SrtlitMr:a)YlPf,lltelldFi tlJ lh�:rrA:dk;ftll(� 3AICf r!flt3fl)Nlff�tfREr Rf$FiIF1I�Itf7lt Elti�[fIS!!!t4lt lftfi EPPGIN 9q'S4 iDDltlj,l?J!.'IPFL ILtdfSlst etitl3�TCG1,WSdR)fY1GYICAS, Y%ittlli^) Anthony. Tombo 1II P.E.
mien duds inssln nyltid:fy is9empxiutifrtzttsla Oran,@e CwteisMhalni o3¢dn rfa lnildhg Rrtyam,mltrutlsiafi!lldi,IG3:fdlaekla€Wdirlah mdlPbl. Shf grnraldAf NO wdity Fe'Bostdalrtmss. hdadiar lxdatestaape. UtIeIMAu nd lirurg sltllbz ke rttrofilihtpt y '
' NeEtiggasiyrsaalSm'ra1u.11laa!esselaaivaslggmdlkfeed!asaddelddcwsAlleSoadlty(a�pundSdBPlelfr¢dita 9; sfeillPtardSF[lsenlrrcrtedhi d dteR.BlliR�ifQetleR n2rlisaeddalk;eftasUatsGul filross0esi rgdntrrsdlrnsiafmhmix,xtfn *8U083
�hiNfeddineft f(ldimttmzedf oif wiitie ! d>. nan lewh¢1 flzinti Ceiit6 rn if .rC111s8aJlit hil tn. trLan ipl m,6iucd Itll1 G!li Iidtelte�ttre�it lffnd it iP6S � eo P 4451 St. Lucie Blvd.
y r r P d p d r ! �r v n Fort Pierce, FL 34946
Copyright 0 2016 Ad Real Losses-WhonyL fomho ill; P.E. Repmdadian oflhis dawmavhi ay lorm, icpfehihited wilhadthe writteopeimissianimm A-1 Rocibusses-AnihonyLlombo ill, P.E.
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
A0035801
65706
CJ3B
Corner Jack
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:55:04 2016 Page 1
ID:HSelToU9d7eaEKtzidgg1fyTWE__rJdPFXzF7zlUOChjSUJgMKzF9nwYcW?X05gRXyfjyr
2-11-11
1 2-11-11
0
0
2x4 =
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC 0.22
Vert(LL) -0.01 3-6 >999
360
MT20 244/190
TCDL 26.0
Lumber DOL 1.25
BC 0.23
Vert(TL) -0.02 3-6 >999
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.00
Horz(TL) -0.00 2 n/a
n/a
BCDL 7.0
Code FBC2014/TPI2007
Matrix -MP
Weight: 10 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOA CHORD 2x4 SP No.2
6) Provide mechanical connection (by others) of truss
BRACING -
to bearing plate capable of withstanding 100 lb uplift at
TOP CHORD
joint(s) 1, 3 except Qt=lb) 2=116.
Structural wood sheathing directly applied or 2-11-11 oc
purlins.
BOT CHORD
LOAD CASE(S)
Rigid ceilingldirectly applied or 10-0-0 oc bracing.
Standard
MiTek recdmmends that Stabilizers and required
cross bracing be installed during truss erection, in
REACTIONS. (lb/size)
1 = 189/1-0-0 (min.0-1-8)
2 = 139/Mechanical
3 = 50/Mechanical
• Max Hoe
1 = 129(LC 12)
Max Uplift
1 = -68(LC 12)
2 =-116(LC 12)
3 = -20(LC 12)
Max Grav
1 =
193(LC 19)
2 =
157(LC 19)
3 = 57(LC 3)
FORCES. (Ib)
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=132m6h; 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 expose( ;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60 1
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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 3-6L
0 tall by 2-0-0 wide will fit between the
bottom chordland
any other members.
5) Refer to girder(s)
for truss to truss connections.
knvg.Y,raelhiryh'.pnr:er6e'Ad 1OOFi1&SSEf('s[llEl'J.6101f Tfi45101KOQ10015 06fomrivrEnimoUtpUcgur Urx. eei6dupr percaeUttW+eedmhsaelic inr PrrpaPn.i+p{IeP mipnleUaorl. teub G4p.f h6n[ntzeeelelxe rse. UdenoYarcn stdMmiYe TGU,a'%
Plsp nnesbe p!dn4,114 osed6he1O0Ulendd Ase-Deup Eepienrpx,spnwop Enp:uett, UrsNnmylSOreps ;ee mi lnxedlle pnlenisaalm Ae[erepre;gmsllltap UrlYe dn�polh ur¢IeTmr pepwUdaaY+TDOnly,aadslP4l. lh�uee esserglxes;Imlgsodoires, Mh AM!s
d rsrdmsLrs In my baits, it N.WBanndrse0.,>z,eec.enrac�e:eprye.1.UN11.p hsq., esle rtnnl01h K Ih at W lm lsAhiling d'milt:-s.ingpmrd dk ND wd urt!f nse odIs,W. UAdirp 5a 114.ftapr. ittl.1m,..1WvghlI M@e rnperillkhel
Anthony. Tombo III P.E.
y .Tonsb
'
�Fehll{�gOesgrl,dCantatlu.pllmkssdorthUrlDDadlhpadrresmdpr,det-,Ib,Ldiiepfeup.,4sde�1,1emetwilNiPAI!sl;edlylnads!(Aye,dt".dhipengo4;ne.T111fxslersrtsres7msUi[G:e;mdlmiesdlMlirssCulgeecprmsOeupEmeeera nuUaoeta:Nnr, ue
hiaisr ddrrtdlye 6N eoapned upm Urahed 1!e Lne D bpaen
44515t.0083Blvd.
n *,rurp ¢ ai pnn upr is n61 Ue Ddfvp Ceuprei erL ss Spsxn hpimx dmyhlldmp 1p rtz ldleiRims on a pehiNir iPbl
Copyr:Rh1D2016A-1
Fort Pierce, FL 34946
Roof Tmsses-ADlhonyT.rombo1%I'lfeprodcdicooldisdosumeni.inany form, isprohibited wishouuhe.fittenpesmissioohomd-1Roo(Tsosses-Anihonyl.lomho11f,p.F.
Job
Truss
Truss Type
QV
PIY
PHOENIX REALTY - 65706
A0035802
65706 i
CJ5
Corner Jack
21
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:55:05 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE= S2t?cbYbOQ596AnuH9?YNZt2dZ3dH3m8mgrN_zyfjyq
-2-0-0 4-11-11
2-0-0 4-11-11
LOADING (I
TCLL 3
TCDL 2
BCLL
BCDL
LUMBER -
TOP CHOR
BOT CHOR
BRACING -
TOP CHOR
Structural w,
BOT CHOR
Rigid ceiling
MiTek recc
cross braci
2 =
4 =
Max Horz
2 =
Max Uplift
3 =
2 =
4 =
Max Grav
3 =
2 =
4 =
FORCES. (I
Max. Comp.,
when shown
NOTES-
1) Wiind:ASI
Vasd=132ml
Cat. II; Exp (
(envelope) a
right expose,
for reactions
DOL=1.60
2) Plates chc
about its can
3) This truss
chord live Im
4) "This trus
20.Opsf on tt
rectangle 3-E
bottom chore
5) Refer to g
MI
6.00 FIT
TI
2
e•
4
3x4 =
31
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
.0
Plate Grip DOL 1.25
TC 0.63
Vert(LL)
0.06
4-7
>976
360
.0
Lumber DOL 1.25
BC 0.46
Vert(TL)
-0.10
4-7
>571
240
.0 '
Rep Stress Incr YES
WB 0.00
Horz(TL)
0.00
3
n/a
n/a
.0
Code FBC2014/TP12007
Matrix -AS
2x4 SP No.2
2x4 SP No.2
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4 except Qt=lb) 3=195, 2=211.
i sheathing directly applied.
7) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
-ectly applied.
chord and%" gypsum sheetrock be applied directly to
the bottom chord.
nends that Stabilizers and required
be installed during truss erection, in
Pith Stabilizer Installation guide.
LOAD CASE(S)
Standard
(lb/size)
223/Mechanical
588/0-8-0 (min. 0-1-8)
52/Mechanical
265(LC 12)
-195(LC 12)
-211(LC 12)
-13(LC 12)
259(LC 19)
588(LC 1)
81(LC 3)
Ten. - All forces 250 (lb) or less except
7-10; Vult=170mph (3-second gust)
TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
Part. Encl., GCpi=0.55; MWFRS
i C-C Exterior(2) zone; cantilever left and
;C-C for members and forces & MWFRS
hown; Lumber DOL=1.60 plate grip
ked for a plus or minus 0 degree rotation
!r.
as been designed for a 10.0 psf bottom
nonconcurrent with any other live loads.
has been designed for a live load of
bottom chord in all areas where a
tall by 2-0-0 wide will fit between the
Ind any other members.
ier(s) for truss to truss connections.
PLATES GRIP
MT20 244/190
Weight: 19lb FT=0%
ELr"-pl— f 01-1 PDzy IikSIS I'Sawl. GEU7AI TEIEtf I(C9OOms air lurd0TEA'I I'DOD1EDDOE&r I— bill 691, po-4. uA r,Wun,.0 inn Dexpw D.,Aq ODD) ed It Denny 1. hub 11, P,E.Ifl un. find Adue ne. Udnt 01-m dded. A, TOD, xdT
�?ilehaetMt p:dettYd!Hmedbht rCDhhroBd AI.T-Deelpbjletu(I.e,fpmhy lgwq, IAe ud n eq Iillp,etndi a vogl x d lb plusiml erJbeedegu;puAnldl WWII dnlpnofIt tile hen Mild nb TDDulr,wi,•TPtl. lhtMID. mmpl'ei,Iad(Vo"hoin, 1-,1601 Anthony. Tombo III P.E.
C
u ot@dsTrotsh, em biWep is E3e rtq m4tJDtydiSe Dcns,pe s'rei doled odrdn III
lnd'rnq Dn4peu,mht neleddihe W.Ih tiE ud lfa@tulEdldiogode xdlPsl. the cppr¢rdddx ND ee+fit!E etedlke im t. fkixrn;Azdiog.t!mred¢.bdolkdin net Nuu9 ShcliGt lhnpaeilliLEpd y ¢80083 r
' i"IGIIBagOss'nyNoni .tilu III le-I'4ioDelDDWIIIWll;mmdloldtl-111Itrw:lh-j(.l-4WIli10-AutiT94hiedkyUkGfflm,lneraddnptc .[Tihoa TFI-IMutflernpmsDAID'x,ndd11N1(InellRfGIiIIEn.irefDnlptEl%ItlPlttdNiAdAllf,W-,,dlti 44SI St. LUCie Blvd. • 9 tumte ddirsdty. ho"!cp of pe 1, vol If oilI"In lud'd Rehm Crilde Flh.nheCl M1eH¢ddug O[9per. orLrne{seehp—v!d.yhildxq. AIrrlildndlnut cn oderuaAie ilid Fort 1 St. LUCI Blvd.
(opyrigdE rd 2616 Ad Ruvi lmsses-A¢E6onyi. inmho lll: P.I. gepwdetlicnattFisdowmeaL in coy loan, is ptahibiled wifbcul the wilten pennissionfrmn A-1Reel Ldsses-daT6enpLlomba ill, P.F.
i
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
A0035803
65706
CJSA
Corner Jack
1
1
Job Reference (optional)
Al kcoot 1 tosses, tort vierce, rL avavo, aeslgnlaa-iiruss.com
LOADING (F
TCLL 31
TCDL 21
BCLL
BCDL
LUMBER -
TOP CHORI
BOT CHORI
WEBS
OTHERS
BRACING -
TOP CHORI
Structural wl
verticals.
BOT CHORI
Rigid ceiling
3x4 =10
9
Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:55:05 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE= S2t?cbYbOQ596AnuH9?YNZt87ZAgH3o8mgrN_zyfjyq
2-0-0 4-3-11
2-0-0 2-3-11
6.00 12 3 4
8 7 6
1.5x4 11 3x4 = 5
3x4 =
2-0-0
en
ro
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
1/defl
Ud
Plate Grip DOL
1.25
TC 0.21
Vert(LL)
-0.00
7
>999
360
Lumber DOL
1.25
BC 0.06
Vert(TL)
-0.00
6-7
>999
240
*
Rep Stress Incr
YES
WB 0.06
Horz(TL)
-0.00
6
n/a
n/a
Code FBC2014/TP12007
Matrix -AS
2x4 SP No.2
2x4 SP No.2
6) Refer to girder(s) for truss to truss connections.
2x4 SP No.3
7) Refer to girder(s) for truss to truss connections.
2x4 SP No.3
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 10 except Qt=lb) 6=116.
J sheathing directly applied, except end
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
rectly applied.
the bottom chord.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in LOAD CASE(S)
accordance with Stabilizer Installation uide. Standard
REACTIONS. (lb/size)
PLATES GRIP
MT20 244/190
Weight: 26lb FT=0%
• 6 =
271/Mechanical
10 =
220/Mechanical
Max Horz
10 =
69(LC 12)
Max Uplift
6 =
-116(LC 12)
10 =
-51(LC 12)
Max Grav
6 =
271(LC 1)
10 =
220(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.I
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=4.2psf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60 1
2) Provide adequate drainage to prevent water ponding.
3) Plates checked for a plus or minus 0 degree rotation
about its center.
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 3-6L 0 tall by 2-0-0 wide will fit between the
bottom chord) and any other members.
�ftog-Ns tnssysyrir!e*iu'd-1 Poor llDS5a11fuil"GURAE TEWS6CotiDg i'gS CDSrog1"kitrE2")dC P'%€Ek ktFliPferx.9sifyCe;inrerm,elert eel rtcderaescA:ris iser Ux!yaParinpQPP}ecd Ndelnnrl. tenh lP,7E.lehreeeSnetket±:ene.UAtefsayar+:i;tslfGeScalke TCD,my
.Nllek [cefeCs }!xder ikellhc±el fer lzetCOUke rats. dtAifms Drip frpieeer{Ia, Srelieol Fnpneri:@e seAee eer EEArerl±sJr;eefay+aeea'1hy!elessieat cw,ie±erry recWn,!ki4't Grihe dep:!<ilrs±scSle?let derV;lda±tlslPoaeiJ,'.,oastPtt.lode;ip AsonylsAf, la�finp eafda!a s, c,:s<kien
Anthony T. Tombo I1I P.E.
' iacdev AldDs'Irsslfrefr6ilt�eg is FxrespAaLLlliyclhe orm;,tl:e Csctl:A¢4tad:edapeA4r�de tcit3rg PenpsA, ielh¢elnlcrl4 ki.bf5',.'eel It±kaAihiidirspnde sdlF:-1.lhs edprorx el dufDPs-e4ecr DeE est rs!Ikefns<,. gJAtna4xv'irp. stnpe. ie0elislfe ni k!Alxg slxliie lkenspfesiklldrd
ii 80083
Me kcidgP±ssgur ez9Cmh>tler.
dllwtssflarti.5±liP.d1b,p.h,dpidelamicEle:°�U&I6'—stSele7lWaffd'bhted by ESE;SEtdze:tlereaetfn{eznalgohm.'E11 MSfeftlre siileks eel lniesAE9±kIK:De;�pctr.Im::oef,:f�determdkr�f:EaersAE.nAIN,ele„ i. elf!ue
4451 St. Lucie Blvd.
4:dtl8lfe dtlAN.dkylrlBf!ARCpt±Ad PpIt lAilliep ky oP p4!fief liEd TperlAlA v'ESIAe Flrfa±N I17C16t Prldlep DASI4afl. tfhA±ASySieta EfrIRPN Otmykelldap diAt{GlekieSlEl£i CIA 64 /flxf i"M 1.
Fort Pierce, FL 34946
CoppfightV2016Ad Roof LDsses-AalhoyJ.Jumbo III: P.E ReproJDAlienottF.isdewmenl,isoeytotm,isp±chibited;rabuA;ithewliltenpeAmissionifomA-1RoaELosses AakhonyJ.Jomholll,P.E.
Job
Truss
Truss Type
QtY
REALTY - 6570665706
CJSB
Corner Jack
1
7PlOENIX
A00358O4
Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 12016 Print: 8,020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:55:06 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE_ wERNgxYDnkDOkKM4rtWnwnPCszQPOWOH?KaxWQyflyp
3-8-7
2xa
eh
N
4 3
4x4 II
3-8-7
3-8-7
Plate Offsets (X,Y)-- [4:0-2-0,0-0-41
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC 0.66
Vert(LL) 0.03 3-4 >999
360
MT20 244/190
TCDL 28.0
Lumber DOL 1.25
BC 0.42
Vert(TL) -0.03 3-4 >999
240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) -0.04 2 n/a
n/a
BCDL 7.0
Code FBC2014/TPI2007
Matrix -MR
Weight: 13 lb FT = 0%
LUMBER -
TOP CHORD
BOT CHORD
2x4 SP No.2
2x4 SP No.2
4) * This truss has been designed for a live load of
WEBS
2x4 SP No.3
20.Opsf on the bottom chord in all areas where a
BRACING -
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
TOP CHORD
bottom chord and any other members.
Structural wood
sheathing directly applied or 3-8-7 oc
5) Refer to girder(s) for truss to truss connections.
purlins, except
end verticals.
6) Provide mechanical connection (by others) of truss
BOT CHORD
to bearing plate capable of withstanding 100 lb uplift at
Rigid ceiling)
directly applied or 10-0-0 oc bracing.
joint(s) 4, 3 except Qt=lb) 2=173.
MiTek recommends
that Stabilizers and required
cross bracing
be installed during truss erection, in
LOAD CASE(S)
accordance
with Stabilizer Installation guide.
Standard
REACTIONS. (lb/size)
4 =
227/Mechanical
2 =
185/Mechanical
3 =
42/Mechanical
Max Hoe
4 =
155(LC 12)
Max Uplift
4 =
-51(LC 12)
2 =
-173(LC 12)
3 =
-21(LC 12)
Max Grav
4 =
227(LC 1)
2 =
213(LC 19)
3 =
64(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown!
NOTES-
1) Wind: ASCE 7-10; VuIt=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=4.2psf; h=25ft;
Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS
(envelope) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
&areag P;emehnw'yrer:aWity60rI16sS(S('S[tl(1'IG[R7AIIEikSdQ:56Q.:CSNSION('EU((P')S(R�U�IEp:tlEFP6rx.Iwdyhtllalatmdufte/rtdeana!!hinuQ+x}u0:nup(idPndM,Dc11,atI.haht11.i.h6iee,tSudlefrent.UdessedxrruetrodWheRa,ay
�:,11d ntetne pde, still t, osedtwua ID"it"Id Asalens Desip b(utrrli e,Speitby(yuegJhsenlneer lC:Orept[ez;ousgl�nedltt pdestlaam t-vueereg re;;�uGflp 6tih Engndltesegle Les; teytld aaoelDDoly,adrt&(. 1leNJ,t esniaeinox,lx4npsaeidiens, rrhi(les rAnthony T. Tombo 1II P.E.
axlImrtht Csotts uliri:dseIed(r11SDw(tlI(Ih11iS`di280083
' W'd1.N1.11401pad-apiid.ndN3,Ibj(rj-j5det7gg51St.LuefeBlvd. eseidn4tge(mnrrcle�et<tl:uetgtfoutnaealttabtarulauUsti.I.&t,i, ICI thMI.#auyett.erle,srsrremtttmewmfnilt�anlJnt:�t.....t(e denu FortPlerce,ci Blvd.
Cpyrigbt(02016A-I RoofImses-AnthonyLTomboIII,RE. Reprodut(ienOdisdatument,inauyform,isprohibitedwitbadthe *rivenpermissiontcmA-1Roof fusses- Amboy 1,IamboIII, P.E.
Job
Truss
Truss Type
QtY
PlY
PHOENIX REALTY - 65706
AO0358O5
65706
D01
Monopitch
1
.1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:55:06 2016 Page 1
I D:HSelToU9d7eaEKtzidgq 1 fyTWE_-wERNgxYDnkDOkKM4rtWnwnPDdzQ60 WOH7KaxWQyfjyp
-2-0-0 5-8-0
2-0-0 5-8-0
1.5x4 II
Dead Load Defl. = 1/16 in
3
LOADING
TCLL
TCDL
BCLL
BCDL
LUMBER -
TOP CHOF
BOT CHOF
WEBS
BRACING -
TOP CHOF
Structural m
verticals.
BOT CHOF
Rigid ceilint
MiTek rec
cross brat
accordant
4 =
2 =
Max Horz
2 =
Max Uplift
4 =
2 =
Max Grav
4 =
2 =
FORCES. (It
Max. Comp./
when shown]
TOP CHORE-
1
1
#)
SPACING-
2-0-0
.0
Plate Grip DOL
1.25
.0
Lumber DOL
1.25
.0 *
Rep Stress Incr
YES
.0
Code FBC2014/TPI2007
2x4 SP No.2
2x4 SP No.2
2x4 SP No.3
sheathing directly applied, except end
directly applied.
mmends that Stabilizers and required
1g be installed during truss erection, in
(lb/size)
320/0-8-0 (min. 0-1-8)
623/0-11-15 (min. 0-1-8)
219(LC 12)
-147(LC 12)
-170(LC 12)
320(LC 1)
623(LC 1)
Ten. - All forces 250 (lb) or less except
NOTES-
1) Wind: ASCE 1-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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
20.0psf on the bottom chord in all areas where a
rectangle 3-6.0 tall by 2-0-0 wide will fit between the
bottom chordland any other members.
3x4 = 1.5x4 11
CSI.
DEFL.
in
(loc)
I/deft
Ud
TC 0.61
Vert(LL)
0.08
4-7
>851
360
BC 0.44
Vert(TL)
-0.14
4-7
>471
240
WB 0.00
HOrz(TL)
0.00
2
n/a
n/a
Matrix -AS
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 4=147, 2=170.
6) 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: 25 lb FT = 0%
16ersng i,.ro;e Uetyrf!prsrsy tx'kI P'JUt (IES'.(S t'S(((EI'�GEEli(lfls;S d(95UQ �D Oiil7tt ('FUPcT�S(psh7s(([n;(iEk'r fax. (nAphun primtlns sG issdetltsaI'S Twi OssynMriep(1 gP ¢duesene>Ti. ie®h LI rl hhwaSia kUn ns. edrsta4 +':u 0aed®IEe rco, xdy
koe vdrlp.W-hllhotd1.N@altsted:dsse':mtbruc(eph![llla,S?"01Ent-0,IkeSw"ceyfro F.asatiee.'Vt..dlhptettteisniecl riip%moiihter 11,la,p,dmvedt5nshjudeeor@pnlpsirTXLIk&upeessenpl-,bdopemddha,orhsgy Anthony.Tombo111 P.E.
iadeaettlds insli yi Wtpht3erespaevtdliry ellieg xeC+xih ml:rnl 6ogeetlshki[lirsj Dasgn,msYe udedatte li(.IhR: nd lSskc1ts4ldq.h WIN.IkeejprarddCx@g ad eeppce ess dl6elmsx lnd dizpSmT'ee.sAxepentlell�rne ndbe�rgsked Se the retpenlllktyd y#80083
' de tcifErg Osssyu oad{aahuin. dllmhssdoais nelpgpd he peiAiassrdpaiel�cesdsl..ihup[oasaxd Scl.N bhrmdioalSC<I,piSl:sl:edlplptm�3(G"aeiefercaelkipe:ndyaiseie 1p11lxfiat hereyvaiidfi;ss ni hfndtleUniCtilgeeclrv;s Uesvpr(meeerarE lnss Eleodadna, tut. 44515t. LUCI3 Blvd.
euma dd .Stye hr1o,uged'ro hwnAq pp dI petaes Imabd he hest Nop Gpi-. is 30 a, 941111 Pepprsr. srinn SIR.111Wr e!sxyhil#l. dil «pthlGrelhrzt ere et IeF.isi iefFbl
• Fort Pierce, FL 34946
Copyright 02016 Ad Roof Lasses -Anthony T. Tundra III: P.E feprodeaion oftbis document, in coy form, is prohibited eilhoo The.ritten permission fromA-]Rom[Lasses - Anthony T. Tombo ill, P.E.
Job 1
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
A0035806
65706
E01G
Half Hip Girder
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:55:07 2016 Page 1
ID:HSelToU9d7eaEKtzidgq 1 fyT WE_-OQ?l1 HZrY2LtLTxGPa2OS—yLgNedltiRD_KU2syfjyo
-2-0-0 7-0-0
2-0-0 7-0-0
!
4x8 T 1.5x4 11 Dead Load Defl. = 3/16 in
LOADING (I
TCLL 3
TCDL 2
BCLL
BCDL
LUMBER -
TOP CHOR
BOT CHOR
WEBS
BRACING -
TOP CHOR
Structural w
purlins, exc
BOT CHOR
Rigid ceiling
MiTek recc
" cross braci
REACTIONS
2
5 =
Max Horz
2 = I
Max Uplift
2 =
5
Max Grav
5 =
FORCES. (It.
Max. Comp./I
when shown j
TOP CHORD
2-3=-838/373
BOT CHORD
2-6=-412/609
WEBS
3-5=-1394/93
NOTES- !
1) Unbalance
this design. i
2) Wind: ASC
Vasd=132mp
Cat. II; Exp O
cantilever left!
plate grip DO,
3) Provide ad
4) Plates chef
about its cent
!
I
. JX'1 — " _ " bxgi =
I SPACING- 2-0-0
I Plate Grip DOL 1.25
I Lumber DOL 1.25
I Rep Stress Incr NO
I Code FBC2014/TP12007
2x4 SP M 30 "Except"
T2: 2x4 SP No.2
2x4 SP No.2
2x4 SP No.3
)d sheathing directly applied or 5-2-11 oc
pt end verticals.
lirectly applied or 8-1-10 oc bracing.
emends that Stabilizers and required
g be installed during truss erection, in
with Stabilizer Installation auide.
(lb/size)
981/0-8-0 (min. 0-1-8)
1183/Mechanical
266(LC 8)
-390(LC 8)
-826(LC 8)
981(LC 1)
1222(LC 33)
Ten. - All forces 250 (lb) or less except
5-6=-431/645
3-6=479/857
d roof live loads have been considered for
E 7-10; Vult=170mph (3-second gust)
r TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
Encl., GCpi=0.18; MWFRS (envelope);
and right exposed ; Lumber DOL=1.60
1.60
aquate drainage to prevent water ponding.
:ked for a plus or minus 0 degree rotation
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TIC 0.78
Vert(LL)
0.13
6-9
>822
360
MT20 244/190
BC 0.93
Vert(TL)
-0.27
6-9
>388
240
WB 0.42
Horz(TL)
0.01
5
n/a
n/a
Matrix -MP
Weight: 46 lb FT = 0%n
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 at --lb) 2=390, 5=826.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 481
lb down and 462 lb up at 7-0-0 on top chord, and 639
lb down and 470 lb up at 7-0-0 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 Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-116, 3-4=-116, 5-7=-14
Concentrated Loads (lb)
Vert: 3=-253(B) 6=-535(B)
riag•Plrnelluasja:Erssrn rae'ld RODEIluSfifQ4EllF1^.6EDall rElkf 1fD50!IDiISsli5180f'lDtt➢'l:CpsDigtfOiRtE&r hrs. gaihC[Jpp[rzs[len ae,[doFluan;}isrms D-nPDn.gII0D,rri la[SetbrfI. Trial. MAE.gdvx NO kOr rx. Udrsso?F[cnn isvle7anike sC9,o�y
FkemeskTpdrnl life men fwAe tCDtr lr roll du Isar Desip Bgreer(It,fpuirlfp Eap!merV llr ndu try lt0sepannni at n.A.,d lle p•de[ jW srprnr pn:ps464g Mrltr nnp dor sa.Eletrn Fp Iloa@etDD[dj,mdx lEsl. lDr�ugr rtnrapt:ma, laxtxq [exGhaas, sahlneg Anthony T.�Tombo III' P.E.
rnss PlocdaAmrrnl
ose of Das msl re 1 t![g lsflerespmaS fhdlpe]rs OeC Fi suoYrMai aprww:kF IollSag Dr[gan,m@eaele EoER h IIeS:al McYn[t Ilfapode usV>I. llaeggneol rtAe f00[rAmEfis:e vse mike res Mee ptirpslvegr.imlelus[e mi bnmygsAellk@e;egnl.rydm+
ti5t. Lucie Blvd. fi....
hilUvq Desgx lGh bi. llla! I u les lDDaad lk E e aM go ldines IM Sminbg seay[maScl:rr ldned (Kigg; sl eo l7lPlmdSEEA mr+e4rvaeE:[; p¢an!U gteena tP4l hfivn Fr resyaur'i6ce; mi erlies dekl nz Calgau.lross DesiyaEMner and ,W
.n9e ddirtMEye Gd n.egieMupn r[c;i5rg lEal grrnn lowhFs h4411
eLmrhJg[hgMea iseCl lee�Uinp C[ugon. erl ss Sprem(epim�elsrplelisq. d!I rtg11eD[elmrmr srem le(ixsniPld Fort Pierce, FL 34946
Pyrigh107616A-1Roof Trusses -Anthony I. Tomball):BL Reproduction ofthisdoament,inany form, isprohibited withantThe wiltlenpermission from A-1RoaMissos- Anthony 1,TomboIII, P.E.
Job
uss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
65706 7FB01
FLOOR
1
2
A0035807 ,
Job Reference (optional)J
Al Moot 1 ruI SSes, t-ort Nlerce, t-L 349415, aesign(fDaltruss.com
3-
3-
1 48 =
Run: 13.940 Is 7.64 Oct 7 2015 Print: 8.020 Is Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:55:07 2016 Page 1
ID:HSeIToU9d7eaEKtzidgglfyTWE= OQ?l1 HZrY2LtLTxGPa20S_yULNjsIIFRD_KU2syfjyo
7-6-11
2x4 11
2
48 =
3
T1
W1
W2
W3
W2
W1
B1
6 7 8 5 9
3x4 = 8x12 =
3-9-5
10 4
3x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 40.0
Plate Grip DOL
1,00
TIC 0.23
Vert(LL)
-0.04
4-5
>999
480
TCDL 22.0
Lumber DOL
1.00
BC 0.60
Vert(TL)
-0.07
4-5
>999
360
BCLL 0.0
Rep Stress Incr
NO
WB 0.90
Horz(TL)
-0.00
4
n/a
n/a
BCDL 3.0
Code FBC2014/TPI2007
Matrix -MP
LUMBER-1
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 *Except*
W1: 2x8 SP No.2
BRACING- I
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
I
REACTIONS. (lb/size)
6 = 3018/Mechanical
4 = 3153/Mechanical
Max Grav
6 = 3018(LC 1)
4 = 3153(LC 1)
FORCES. (lb)
Max. Comp.)Max. Ten. - All forces 250 (lb) or less except
when shown[
TOP CHORD
1-6=-1783/01 1-2=-3454/0, 2-3=-3454/0,
3-4=-1783/0
WEBS
1-5=0/3770, 2-5=-317/0, 3-5=0/3770
NOTES-
1) 2-ply truss to be connected together with 10d
(0.131"x3") nails as follows:
Top chords connected as follows: 2x8 - 2 rows
staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0
oc.
Bottom chor s connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads aFe 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) The bottom chord dead load shown is sufficient only
to cover the truss weight itself and does not allow for any
additional loan to be added to the bottom chord.
4) Plates checked for a plus or minus 0 degree rotation
about its center.
5) Refer to girder(s) for truss to truss connections.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
(0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 978
Ib down at 0-3-10, 159 Ib down at 1-8-3, 976 lb down
at 2-7-2, 159 Ib down at 3-6-11, and 976 lb down at
4-7-2, and 976 lb down at 6-7-2 on bottom chord.
The design/selection of such connection device(s) is
the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-3=-124, 5-6=-6, 4-5=-306(B=-300)
Concentrated Loads (lb)
Vert: 6=-978(F) 5=-159(B) 7=-159(B) 8=-976(F)
9=-976(F) 10=-976(F)
5
PLATES GRIP
MT20 244/190
Weight: 106lb FT=0%
finarg•R!xetln>ryt:yetar.Da'1d toolIiOSSESI';RLEI'j.6E&]f(rEikSd(.�3p!IF;SS(CSEdkj'lOtcl�:Ofa0s4EE06NEGrlerr. rsdlwt, I!.. ere rtdescsa4isrms E>k 6�.hiQOP sci Celctssrrl.imMCll.r,EeleieesesKx Ydxe.n. Uelnso'lerr;s ssnrJwIt' ril'r41
Irt uerenn}det t611h ored tz he lC6lah role tse Less DWPEegierer(i.a, Spuiefly htrMpste srdueey l[Drtpe<.mi;ee neyf edlke p�ehnisu�rrdieaersg n:a¢.aslrq brlte 4!li$�tisss ercleLce d!pMel er nxIDDul,•,e¢lr1y41.15edrsiee......Jury bdgrawm"saAftf Anthony. TOrn110 III P.E.
al eseslusrrrslsreey WIteg lsCa rnpnutllryr(6r I'm1t Cree'se "I:d.pou'tj teOlq Dngen, mlt!mduld , i.11.1V l nakdWlltayade MPA. 16,FF 1 I&TOD d.y Ora ese iII.1.!.Inddiay4xdaeg,Axogr,IwlelVtiu rei ftmodotl Se lbr,,I lh4d y u 80083
' eycilGg Cstyrr oseranesiu. all hurt a'lir lsslDDasdde poA:m¢dgei!!linesdllr&:Iiig(oarau�Sdr!ylelncrtio�{ifSllplhshd kr yNardSlfd¢rirhiradiipssi�d g4lae. ttblANes asrntn4t+liceud id�¢s rtifriuss Crnrnr.Irms UesimEreAnn ad r— godatlxi!rsrlrss 44515t.0083 Blvd.
aauHn ielc.lErrheLmoQfsWeyrru*itirg tpal Ender Unbrd Drlress Crurr 6gu!n is sCl lFe Sellag hAarrr. erLrss Sgs!em 1.11—e. anylObj atl ttpidGullrras onalrtea'e ie'E61 F44 1 St. , Lucie
Blvd.
Igpyr!010 2016 A-1 Rogf rrnsses-Anlhony L combo 111, P.E. iapmdntlicn of tkis dosomeot, in any [am, is prchibiled wilbou the Hitters palmissign hom A-1 Radbusses- Anlhogyl, lombo lit, P.I.
Job
i
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
65706
F1302
FLOOR
1
2
A0035808
Job Reference (optional)
KI MOOT I rUsses, rUFE t'Ieree, rL 34y4b, ueslgn(w_a-nruss.com
4-3-14
4-3-14
i
5x8 = 1.5x4 11
1 2
rD
cl
Kunz-13.y4V s r.o4 VGT i LV Io e'rin[: O.VLV s Hug 1 Gu Io IVII I UK IIIUUsellub, Illu. I IIu
ID:HSelToU9d7eaEKtzidgglfyTWE_ sdZ8FdaUJLTjzdWTylZ
1511-SE cr-I
3x4 = 5x6 =
3 4
1.5x4 11
5
08 10:55:08 2016 Pagel
Jbwm1ZUD3aSe31 alyfjyn
Dead Load Defl. = 1/8 in
48 =
6
i.i IG I I eu J O tY r
2x4 II 5x8 = 46 = 2x4 II 2x4 II 6x10 = 46 =
8-0-
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 40.0
Plate Grip DOL
1.00
TC 0.49
Vert(LL)
-0.13
8-9
>999
480
TCDL 22.0
Lumber DOL
1.00
BC 0.70
Vert(TL)
-0.25
8-9
>858
360
BCLL 0.0
Rep Stress Incr
NO
WB 0.80
Horz(TL)
-0.02
7
n/a
n/a
BCDL 3.0
Code FBC2014/TPI2007
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2 *Except*
B2: 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3 *Except*
W5: 2x8 SP No.2, W4: 2x4 SP No.2
W1: 2x6 SP No.2
BRACING- j
TOP CHORD
Structural wood sheathing directly applied or 4-6-11 oc
purlins, except end verticals.
BOT CHORD
• Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
7 = 3732/0-3-0 (min. 0-1-9)
1 = 1567/0-3-0 (min.0-1-8)
Max Grav 1
7 = 3732(LC 1)
1 = 1567(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown
TOP CHORD
1-2=-3016/0, 2-3=-3016/0, 3-4=-5218/0,
4-5=-5959/0, 5-6=-5959/0, 6-7=-2426/0
BOT CHORD
11-12=0/5218, 10-11=0/5218, 9-10=0/5218,
8-9=0/5236, 8-14=0/736, 7-14=0/736
WEBS
1-12=0/31031 2-12=-473/0, 3-12=-2493/0,
3-10=0/701, 4-9=-826/0, 4-8=0/1251,
5-8=-458/0, 6-8=0/5647
NOTES-
1) 2-ply truss to be connected together with 10d
(0.131 "x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc
, 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows
staggered at,0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-3-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
I
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 floor live loads have been considered
for this design.
4) The bottom chord dead load shown is sufficient only
to cover the truss weight itself and does not allow for
any additional load to be added to the bottom chord.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
(0.13111 X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
7) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
3012 lb down at 15-7-7 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plo
Vert: 1-6=-124, 7-13=-6
Concentrated Loads (lb)
Vert: 14=-3012(F)
PLATES GRIP
MT20 244/190
Weight: 212 lb FT = 0%
'delavg.P;tme WIs�'dyrtnn raid ICC[ Ii75SFS1'SEIUt^.GER70.t I:IKi 4(L§DIIi75s (CigONj'IIIstY�lpACrlFRidlkPlerr:. rvAikAp garwtlax rd rttdeeksaa!kis inr, C!sTugnriegQgP acd o1!imasarl. itn6 U,7.E. IdueaseSW leta:e ese. Uan,
@des .... .adrs sldlMortd iwh tC6blt ralA U. lane Usti,legbm¢!, sieiullibireeq, Ile eminaer i[>Drtpes>x;o invIne4lie gnlassiaani tniettnp reip.Aldy lerht Ini:prd nl saa[eTnr tegiaetua a rOnlr,a OUP. lkdugt esnnp�m Ixi ;rononleas, m:nulry Anthony. Tombo III P.E.
ttedutsAnshuq leC¢!g is tleresrmutJllhelli10—,alCseet: snixirei ogteta Axfetfdcg etstrm, m llt uet.401h, K fle Uted ne lraailalapte n174. IMe roa,1 Cr rggn-9,e We use el110ru xt7defir ?mdiie smnnestdMee ni emc slmiihe the
otiHLtr el - y
1 !P r ) 9 g Q
�Fe lciGSrg Otsfgaroed miu. llla:4!cA erllt ll!IODadlle peAxnsdgeUelkvsdlse&Adpgfaay.et seis7leltrlettiaa{iiSI,pAS;Eea Ey lPtarE flu aertsertuef4l pesnrfgcidoar. r111lafiets iR!regme�rlaaseel ttl:et tdl9:ImsCesip:el.Imn Ces'sp Err-,vettr:md Inns ldeessonrrer,e Jttf 4451 80083 Blvd.
9darty delrrflydtnm!g1!Wegte is *Iiaeg lrt➢gtlaet Unhtl ?felon Cron 6gh!er IS aCl M1e brdiug Ceilpet. erLtse sgs'em6gmtralmrylelllrg tguyiledrafhlutarenlelVxJir?P61 Fort Pierce, FL 34946
Copyrighf01616A-I Roof Trusses - AulhonyLTomhoIll;R.L Reprodmkmofdisdammeat,inany form, isptchibiled*il6aullhew6henpermission from A-IRod7loses-Anihony1.TamboIII, P.E.
Job
Truss
Truss Type
aty
Ply
PHOENIX REALTY - 65706
A0035809
65706
FB03
FLOOR
2
Job Reference (optional)
Al KooT trusses, r-on coerce, t-L 14U413, oeslgmcyaltruss.com
Run: 13.940 s 7.64 Oct 7 2015 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:55:08 2016 Page 1
I D: HSeIToU9d7eaEKtzidgg1 fyTWE_-sdZ8FdaUJLTjzd WTyIZF?CUczm4EUFMaSe31 alyfjyn
7-4-7 10-8-6
3-3-15 3-3-15
1.5x4 11 46 =
11 3x4 = 9 2 4x16 = 3 10 4
T1
1 W2 W3 W3 W4 W1 W4 W3
�I
B1
8 11 7 12 6 13 Rl�
2x4 11 3x8 =
416 = 2x4 11
3-
7-2-11
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl
Ud
PLATES GRIP
TCLL 40.0
Plate Grip DOL 1.00
TC 0.43
Vert(LL) -0.02 6-7 >999
480
MT20 244/190
TCDL 22.0
Lumber DOL 1.00
BC 0.46
Vert(TL) -0.04 6-7 >999
360
BCLL 0.0
Rep Stress Incr NO
WB 0.65
Horz(TL) -0.00 5 n/a
n/a
BCDL
3.0
Code FBC2014/TP12007
Matrix -MP
Weight: 139 lb FT = 0%
LUMBER -
TOP CHORD
BOT CHORD
2x4 SP No.2
2x4 SP No.2
4) The bottom chord dead load shown is sufficient only
WEBS
2x4 *Except'
to cover the truss weight itself and does not allow for
x 2SP
W3: 2x8 SP No.2
any additional load to be added to the bottom chord.
BRACING-
5) Plates checked for a plus or minus 0 degree
TOP CHORD
rotation about its center.
Structural wept sheathing directly applied or 6-0-0 oc
6) Recommend 2x6 strongbacks, on edge, spaced at
purT except end verticals.
10-0-0 oc and fastened to each truss with 3-10d
ROT C HORD
(0.131" X 3") nails. Strongbacks to be attached to
Rigid ceiling
directly applied or 6-0-0 oc bracing.
walls at their outer ends or restrained by other means.
7) Hanger(s) or other connection device(s) shall be
• REACTION
(lb/size)
provided sufficient to support concentrated load(s) 161
5 = 2066/0-8-0 (min. 0-1-8)
lb down at 0-1-12, 159 lb down at 2-2-12, 1169 lb
7 = 3094/0-3-8 (min. 0-1-13)
down at 5-5-0, and 1169 lb down at 7-5-0, and 1169
- Max Grav
lb down at 9-5-0 on bottom chord. The
5 = 2121(LC 4)
design/selection of such connection device(s) is the
7 = 3094(LC 1)
responsibility of others.
FORCES. (10)
LOAD CASE(S)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
Standard
when shown.
TOP CHORD
1) Dead + Floor Live (balanced): Lumber
1-9=0/696, 2-9=0/696, 2-3=-2345l0,
Increase=1.00, Plate Increase=1.00
3-10=-2345/0, 4-10=-2345/0, 4-5=-1393/0
Uniform
Uniform ads
Lo1 s (plf)
BOT CHORD
Vert: 4, 5-8=-6
6-12=-335/0
Concentrated Loads (lb)
WEBS335/O`
WEBS
Vert: 8=-161(B) 6=-1169(B) 11=-159(B) 12=-1169(B)
1-7=-759/0,
2-7=-1865/0, 2-6=0/2729,
13=-1169(B)
3-6=-357/0,
-6=0/2654
NOTES-
1) 2-ply truss
to be connected together with 12d
(0.131 "x3.25")
nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc
clinched, 2x8 - 2 rows staggered at 0-9-0 oc clinched.
Bottom chorus connected as follows: 2x6 - 2 rows
staggered at 0-7-0 oc clinched.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc
clinched, 2x8 - 2 rows staggered at 0-9-0 oc clinched.
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 floor live loads have been considered for
this design. j
��crs;agP�utkEwrf:y!a!nl5e°LSt.UDESi&SSEI{'SFIIFI"{. GE6iPdt rft&Sd(iKD:ID75SCUiiJU{"IUYiY').Cp!DWtE�ail&t"hce. Bsih LaJal ge!asElersEeD¢EsdrElesm!Eis tn!lAs:gx DnsU7(10Djccd W:drl9asyl. iEnENif,T.E.lelererEaSSEel ddrnse. UdesSOUerk:iE tfel lenit¢Et�, p'p
.fF1'Fi[¢lftC1{g{EPi ttBI EE 01Pds' f.1emalek"Ad d1l" !Desip Elgi¢Eer Sg Mg g'.faPry lYt!mtfe E¢rIIDrPp?z ,ee n(,�P L(d Ill yeltfflmnlE V, efPfr§fe:s+nil4lliry lefilP,lP!�g�Ldn!!¢cl¢TEL!.lPPr ei il'h iD3fely,en3�'IPI-I. IudEurt 155¢rap'sKi,w gEaa.^:am:s, csntner
Anthony T. Tombo 111, P.E.
wi lsntUzRrv*s In eee bUdvg ls".«rrspnsNiUyal6e 7a:rr,Me Ca¢lifen,7 ada}Pmn Eclild:ag Dlsyas:,�lE¢aaletluflkt PB tlE¢giErlta:#ErEhidisgade allPl SEa gyro¢a:dfa tUOErdroy 6e:C ese rlEEi,!aadel�ag bairn,
sgrage. iatlolkSin ld Aei.cgspoii§¢IEe ¢egeeillUugd
$80083
Mr1ciEEsgDaszgmr alaln. Pllrates ll art ll7aLDmi 1lepnrl¢sm4 gkgelmes tla 3Juq(napaxd Sein7Dlna la(EiSl,pili„keg EylPlmiSlL4 meiElerlraed<Egxulgrnele .Pit hfilts Cm reslsn:kli"mrtd!¢lie!riE'u7IreE;geE�.tro:f DPsy<hrl¢r ¢>se Gosf al¢16o¢er,il!f
4451 St, Lucie Blvd.
mFeralfeltlEEN1An cg¢PJ Fu is cliGag ty 7Aln4tn tard¢¢J TEs Lus GE pbpaeeris 5D16E8rJiing Dlslgell.aLass gnem hgpss aimyYeiilkg.A'i!eji6Xtelfeim!cre¢I defnkn?EVI
Fort Pierce, FL 34946
Copyr;002616AdReel russes-AmhonyLIombolll.P.E Reprodwianof1hisdocument,isauytors),isplehibitedwithoutihe.rittenisami5sicalfomA-1Ra41TIm's-AmhaoyT,lomboill,P.E.
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
65706
FB04
FLOOR
1
2
A0035810
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 13.940 s 7.64 Oct 7 2015 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:55:09 2016 Page 1
I D:HSelToU9d7eaEKtzidgq 1 fyTWE_-Kp7WSyb64fbabn4f W?4UXP 1 kCAPuDfRkh I pb7kyfjym
2-10-14 5-5-15 7-2-7 1 9-9-15 1 12-9-2
1 4x10
2-10-14 2-7-2 1-8-8 2-7-8 12-11-4
2x4 11 4x4 = 2x4 11 DeMI-Pad D
= 2 3 4 4x4 = 5 6
T1
W1
2
Li
W3
/
W4
W3
4 i
W1
B1
14 11 15 10 9 16 8 17 7
5x8
8x12 =
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 22.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr NO
BCDL 13.0 Code FBC2014ITP12007
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x8 SP 240OF 1.8E
WEBS 2x4 SP No.3 *Except*
W1: 2x8 SP No.2, W2,W4: 2x4 SP M 30
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-7-6 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 = 7609/0-8-0 (min. 0-3-2)
7 = j 6652/Mechanical
• Max Grav
12 7609(LC 1)
7 = 6652(LC 1)
FORCES. (lb)
Max. Comp.(Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORb
1-12=-5075%0, 1-2=-9324/0, 2-3=-9324/0,
3-4=-13596/0, 4-5=-9051/0, 5-6=-9051/0,
6-7=-4898/0
BOT CHORD
12-13=0/1 1 13,13-14=0/1113,
11 -14=0/1 1 13,11-15=0/1 3596,
10-15=0/13696, 9-1 0=0/1 3596,
9-16=0/13566, 8-16=0/13596, 8-17=0/1038,
7-17=0/1038
WEBS
3-10=0/2315, 4-9=0/2347, 1-11=0/9397,
2-11=0/300,13-11=-4987/0, 4-8=-5289/0,
5-8=0/305, 6-8=0/9145
NOTES-
1) 2-ply truss to be connected together with 10d
(0.131 "x3") riails as follows:
Top chords connected as follows: 2x8 - 2 rows
staggered ate 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0
oc.
Bottom chords connected as follows: 2x8 - 2 rows
staggered at,0-6-0 oc.
Webs conneccted as follows: 2x4 - 1 row at 0-9-0 oc.
I
3x8 11 3x8 11
2-7-8
CSI.
DEFL.
in
(loc)
I/deft
L/d
TC 0.59
Vert(LL)
-0.12
9-10
>999
480
BC 0.56
Vert(TL)
-0.22
9-10
>653
360
WB 0.85
Horz(TL)
0.04
7
n/a
n/a
Matrix-MSH
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 floor live loads have been considered
for this design.
4) The bottom chord dead load shown is sufficient only
to cover the truss weight itself and does not allow for
any additional load to be added to the bottom chord.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) Refer to girder(s) for truss to truss connections.
7) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
(0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated ioad(s)
1170 lb down at 0-8-6, 749 lb down at 1-7-14, 1169 lb
down at 1-7-14, 749 lb down at 3-7-14, 1169 lb down
at 3-7-14, 749 lb down at 5-4-3, 1169 lb down at
5-4-3. 749 lb down at 7-4-3, 1169 lb down at 7-4-3,
749 lb down at 9-4-3, 1169 lb down at 9-4-3, and 749
lb down at 11-4-3, and 1169 lb down at 11-4-3 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-6=-124, 7-12=-6
Concentrated Loads (lb)
Vert: 10=-1918(F=-749, B=-1169) 9=-1918(F=-749,
B=-1169) 13=-1170(B) 14=-1 9 1 8(F=-749, B=-1169)
15=-191 B(F=-749, B=-1169) 16=-1 91 8(F=-749,
B=-1169) 17=-1918(F=-749, B=-1169)
8x12 = 5x6 =
PLATES GRIP
MT20 244/190
Weight: 188 lb FT = 0%
efl. = 1/8 in
lit" -kroselhmoy,m"hh'A I loaftIDSSES{'SEltfl �.GfE_ltITFrkSt6idDD 05S NifDOfIU(T)rObD'dlED;4ERr (ux. IsiF&e p1oremlrn ue rerLerler 14 fmc 0,,7 Dutg(IM),dNhltn,1.lmbW.1,E.hlu-VWkd>rnUd se. orot—a ndel.4, TOO. aiq
Ydesmreecki ydes sldi Ee esedlx he lCDmlewkd kefoss Deup Euinaeop.a, spadly Fg."),ihesmi n eny IDD"i'-4 na molo.. d ti,F,l I.rlh dmirne((oa ergleLcr>deyicid"b TODedf,.1,IN. lkrkvn ncmy':e+:a, mdgodNn,W,1o1cy ' Itlaalz:edalorcNnGdnoal pdAddOsaiasHEpeaa6lCnmhnn!pryruia.¢dllnlr¢ee' efauediiAmrrAlhly Maba1pDDidwnl ilvkeclpo¢d . rgngs . Anthony T. Tornbo 1II,
P.E.
lhnr dht'lnreoyas,144ark, Day, It Dai.&odada dAildmr Dpx,m14oiosrdrldlb !(al tekmltaladW,.1M. 1k,lp d Ale TODttdmy Did ne d@alossIxharh0mg.1%,;'1"14M. d M.-'D'nl bnd
nmTIT IhfiesumGxigcn.T—Dnghsadfrms9nI'.1-nrl80083
ToA UpEelin d4451St.
LclBlvd.
ropyrigbt®1UldAdRoof ln34946
nFort Pierce,efhm. ,spfy.o,P.
Job
Truss
Truss Type
city
Ply
PHOENIX REALTY - 65706
A0035811
65706
FL01
Floor
4
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 13.940 s 7.64 Oct 7 2015 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:55:09 2016 Page 1
1 ID:HSelToU9d7eaEKtzidgglfyTWE= Kp7WSyb64fbabn4fW?4UXP1k1AMIDkTkhlpb7kyfjym
i
1-2-0 2-5-0 1-6-3 „ 2-0-0 „ 2-7-7
Dead Load Defl. = 1/8 in
6x6 = 3x3 I I 3x3 = 1.5x4 11 3x3 = 1.5x4 11 3x4 = 1.5x4 11
I1
2 3 4 5 6 7 8
N
B1
z\
114 13 12 11 10 9
4x6 = 3x6 = 1.5x4 II 3x4 = 3x3 =
•
0- 2 8-2-7 9-2-7 10-2-7 15-2-6 1 -5-14
1
0' 3'-12 7-10-11 1-0-0 1-0-0 4-11-15 3-
Plate Offsets (X,Y)-- [10:0-1-8,Edgel
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft Ud
PLATES GRIP
TCLL 40.0
Plate Grip DOL 1.00
TIC 0.60
Vert(LL) -0.18 11-12 >999 480
MT20 2441190
TCDL 22.0
Lumber DOL 1.00
BC 0.76
Vert(TL) -0.28 11-12 >637 360
BCLL 0.0
Rep Stress Incr YES
WB 0.53
Horz(TL) -0.04 9 n/a n/a
BCDL 3.0
Code FBC2014/TPI2007
Matrix-S
Weight: 85 lb FT = 0%F, 0%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except'
T1: 2x4 SP No.2(flat) 7) CAUTION, Do not erect truss backwards.
BOT CHORD 2x4 SP M 30(flat)
WEBS I 2x4 SP No.3(flat) LOAD CASE(S)
BRACING- I TOP CHORStandard
D
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
• REACTIONS. (lb/size)
1 = 982/0-3-4 (min.0-1-8)
9 = 982/Mechanical
• Max Grav
• 1 = 982(LC 1)
9 = 982(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shownl,
TOP CHORD
1-2=-626/0, 2-3=-625/03-4=-1959/0,
4-5=-1959/0) 5-6=-1886/0, 6-7=-1889/0
BOT CHORD
12-13=0/1495, 11-12=0/1889,
10-11=0/188I9, 9-10=0/1125
WEBS
6-10=-427/011-13=0/1113.3-13=-1091/0,
3-12=0/581, 4-12=-379/0, 5-12=-236/292,
7-9=-1411/0, 7-10=01939
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) The bottom chord dead load shown is sufficient only
to cover the truss weight itself and does not allow for any
additional load to be added to the bottom chord.
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) Refer to gi�der(s) for truss to truss connections.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends orl restrained by other means.
6) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
'Ssr¢og • Plqulh,u> '.yrsrr• (se'f l tg6y 11&SS(SI'S[ItFI'A6Eh7dl RIHSd(i56:IhlRi f1JSlONj'lNEI') d(Itad4gtFd6NFkP hrs. lsdrhvgr gnaa,l,r. ee/,scdrehsw!F.isinss 6enpDn.gffigjwI LMAeWnyi. Tell, 11.f.g.1e1„eere Siew kb:euse. Urins dhrcne ss.lef enldr lCfl, wvp
fleiure,ne p'dn shd;hosed fe t4e l60hhe rsV.! Aselreuhev}s@gisrer( �'Slemlly Eiquir'Al siw ueoyup"Midy hull, full lDI millTa,, 6jeltl m nsibgull-A.IN. Ide�v,e esvnp:rrs, ha7Wg,wteons, n+Whi6ry
wlnu(mSBswsh, reS 6i4t2y is roe ¢sri¢4llliydl'ie'J av ee C•edseq', ,dogeuesRe tnildwg 6,ug.,s,,mlhe atlersd@eIt(.6s &[eN its Wmtdoilliag<,ie zdlY.-! iM ggrxd,I ke N6uaeog flea ese ebhsl,rsS. W.ldiagWRIT. SwIt. helelbe eed We, sholl6e lCe egenhtltl!d
Ant on T. Tombo III P.E.
y T.
H:e ldllp6sap"r endtwTule,. dll win stl MMlusel6hxd lfry,etlnesmdgrigtivrescf WsSddWg (esp eN SciaryhhsdWx(F(A;poluded lyllfmdl!(A wnehnraAk, peenrEgrdona it(l ieflrefta3re>enSiiGrssnHtlrtsefneLnsG,llgen.lat D.0 Ert+rurand Gaa lov.4amx,alus
ddsadEyr[eqnropeWcge, is lr
ornb
445 1 0083Lucie Blvd.
Blvd.
1St.Pierce,
e'i`nx1se w,i5n oli p,n,s teralre7 IDsLnsC+uye Fep¢rz, ISaEllhe &tilleg Devgen.«loss S[z:eafyk,ead�,y hcilfsg t8ss6iWloesfe,a, on oslelin:lir tl6S
Fort FL
Copyright 07616 Ad Roof trusses-Aulhony L Iombo Ill; P.E. Reprodunion ofifis downecol, in cry form, is prohibited wilboul the wrilten poireission from A-1 Roof hisses• Anlhonyl. lombe ill, F.E.
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
A0035812
65706 1
FL02
Floor
2
1
Job Reference (optional)
Al tKooT i russes, t-on coerce, VL 34u4b, aeslgn(maitruss.com
i
Run: 13.940 s 7.64 Oct 7 2015 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:55:10 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE= o?huflckrzjRCxfr4jbj4daulatPyJ?tvyYBfByfjyl
2A-15
1.'5x4 II
1 3x3 — 2
4
1.5x4 11
9
3x3 =
LOADING(psf)
TCLL 40.0
TCDL 22.0
BCLL 0.0
BCDL 3.0
SPACING- 2-0-0
Plate Grip DOL 1.00
Lumber DOL 1.00
Rep Stress Incr YES
Code FBC2014/TPI2007
CSI.
TIC 0.65
BC 0.03
WB 0.00
Matrix-P
DEFL. in (loc) I/defl Ud
Vert(LL) 0.00 4 —* 480
Vert(TL) -0.01 3-4 >999 360
Horz(TL) 0.00 3 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 18 lb FT = 0%F, 0%E
LUMBER-1
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP N0.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-7-15 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
I
REACTIONS. (lb/size)
4 = 1 165/Mechanical
3 = 165/Mechanical
Max Grav
4 = 165(LC 1)
3 = 165(LC 1)
FORCES. (1b)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when showrj.
NOTES-
1) The bottom chord dead load shown is sufficient only
to cover the ltruss weight itself and does not allow for any
additional load to be added to the bottom chord.
2) Plates checked for a plus or minus 0 degree rotation
about its ceAter.
3) Refer to girder(s) for truss to truss connections.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends it restrained by other means.
LOAD CASE(S)
Standard
Emrag•Ilmelimyllraar:a'N'bi Nur 113561701' MEN TRAu105 10Sf0Sf6N('INFi')!(rm055[FCttlf&P 6rz. isMk99a!er<¢alen ne,acdaotr,m!F:is fnn Gs:Ss D�r.lsi(IDU eed PudeLt,s(i. isab1.Y,1.Etr6�nm S3axidxe m. Uileuortsrwisr sm,laal6e fDU, oa;r
kllei maeai y'san,hllhI"ItaN911b1-14.d;uamt Desip6rieeer(Ie,S!enelry(ngsaer), he saAa ea(lEO:epzsaY„en¢yMxedllepaleni"mle;�aeareq n;earsllil:ry 6ri1a da9p.m110ss egleLtt;eatcld a, SeTDDaely,�lsi!ti1. 14dsiens...p., teaisq aeiewm, sxhWM -. Anthony. Tomb
o lII P.E.
mdna ON Tim,le,rn6iM�V,"',-Wt+(nrr(tie+Jmx,ke 0reei,udami,N ogamn�fa!vnlh.,gDasKen, ultrr neie:ta(heD.i, lle Ri,d lh Wm(t�illurait erll!1(.Ibv!pard dkal00 wdeq fi,:m estrtfa irt,s.i,de0alnmY.ieg.xxate.innllaree eei linmg,tell Se l6e rr,Fn+ili6n of Y # 80083
Ra lmldag Dasigur 9(mA me ilhaaes 1 _I t7 I1Dad6a pe,aincM(od lnn lm 9ulAap(omq aSol:h ldamauo"{E(9,p9fshee 6r 18mdf!(d eulnwedkigmtgwloeie,T!bl tefee,n,rer,oa-ra:a eed iere,c(Iaelnss Csiynee lams Dmlg.Enmona erd fnts Murotatlmer,rrin, 4451 St. Vide Blvd.
efuxi,a talinMlye6d "I mpiaed p n.,an9ly oG pneaeauhM Tn lnu Gal (1m,ni, aOt mBmllimg Deupen. mruus, 50e em hlmes d®ylm Msq. d'l,rgod¢e!(ns, core e, rtrmNURLi' Fort 1 St. , Lucie
Blvd.
Eopyright�2E16A-IRuailfnsses-Am6onyLTomballi,F.E. Reprodunionolthisdo(ument.inanyform,isprahibiledAboutthemiltenpeemiseionhomA-1Roo(Losses-Anthonyl.Inmbo Ill, F.E.
Job
Truss Type
aty
Ply
PHOENIX REALTY - 65706
A0035813
65706 i
TFLO3
Floor
10
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 13.940 s 7.64 Oct 7 2015 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:55:10 2016 Page 1
I D: HSelToU9d7eaEKtzidggl fyTWE_-o?huflckrzjRCxfr4jbj4datHaeGyA1 tvyY8fByfjyl
0-3-12
I1-2-0 i 2-5-0 '1-6-4 � t--I
Dead Load Dell.=1/8 in
1.5x4 11 3x4 11
I6x6 = 3x3 11 3x4 = 3x6 FP= 3x3 = 1.5x4 11 1.5x4 11 4x4 = 1.5x4 11
11 2 3 4 5 6 7 8 9 10 11
i W o
1 / o
tV
19 18 17 16 15 14 13 12
4x6 = 3x6 = 1.5x4 11 3x4 11 3x6 FP= 3x6 = 3x4 =
2 8-2-7 9-2-7 10-2-7 18-1-7 1e 4,15
2 7-10-12 1-0-0 1-0-0 7-11-0 3-8
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft
Ud
PLATES GRIP
TCLL 40.0
Plate Grip DOL 1.00
TC 0.76
Vert(LL) -0.18 13-15 >999
480
MT20 244/190
TCDL 22.0
Lumber DOL 1.00
BC 1.00
Vert(TL) -0.29 13-15 >734
360
BCLL 6.0
Rep Stress Incr YES
WB 0.64
Horz(TL) 0.03 12 n/a
n/a
BCDL 3.0
Code FBC2014/TP12007
Matrix-S
Weight: 103 lb FT = 0%F, 0%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
6) Recommend 2x6 strongbacks, on edge, spaced at
WEBS 2x4 SP No.3(flat)
10-0-0 oc and fastened to each truss with 3-10d
BRACING-
(0.131" X 3") nails. Strongbacks to be attached to
TOP CHORD
walls at their outer ends or restrained by other means.
Structural woad sheathing directly applied or 6-0-0 oc
7) Gap between inside of top chord bearing and first
purT except end verticals.
diagonal or vertical web shall not exceed 0.500in.
BOT CHORD
8) CAUTION, Do not erect truss backwards.
Rigid ceilingl directly applied or 1-4-12 oc bracing.
. REACTIONS. (lb/size)
LOAD CASE(S)
' 12 =
1175/Mechanical
Standard
1 =
1179/0-3-4 (min.0-1-8)
Max Grav
` 12 =
1175(LC 1)
1 = 1179(LC 1)
FORCES. (lb)
Max. Comp.�Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-754/0, 2-3=-752/0, 3-4=-2585/0,
4-5=-2585/Oi, 5-6=-2585/0, 6-7=-2808/0,
7-8=-2808/0, 8-9=-2292/0, 9-10=-2292/0
BOT CHORD
17-18=0/1866, 16-17=0/2808,
15-16=0/2868, 14-15=0/2763,
13-14=0/2763, 12-13=0/1375
WEBS
7-15=-413/123, 1-18=0/1341,
3-18=-1421/i0, 3-17=0/876, 5-17=-321/0,
6-17=-597/0,, 10-12=-1724/0,
10-1 3=0/1 160, 9-13=-305/0, 8-13=-610/0,
8-15=-204/524
NOTES-
1) Unbalanced floor live loads have been considered for
this design. l
2) The bottom chord dead load shown is sufficient only
to cover theltruss weight itself and does not allow for any
additional load to be added to the bottom chord.
3) Plate(s) at joint(s) 14 checked for a plus or minus 5
degree rotation about its center.
4) Plate(s) atjoint(s) 12, 11, 1, 4, 2, 16, 6, 15, 7, 18, 3,
17, 5, 10, 13, 9 and 8 checked for a plus or minus 0
degree rotation about its center.
5) Refer to girder(s)
for truss to truss connections.
StFivg•11.veUnt¢pnt:af?e`{.I IOgIIt6SSES('f(tIEt1.6EE91t TFIHSt(!n501Iu51dslDNrkOrr')t :(i(eUelFtftlEEr Ors. imilrhungersehrt tel rltdeFlesaBis inns �s(nDn•ilg(IDP rdp?1FlSsgl. ilmb E6 t.T.ltbrene SlFdldae lse. Udnsahrm:sl liddmlte i6P, atip
Yil!{!¢eekF piles sldlNtrzd�15l IGOulenkd lllirel!Des',n. NgitFer((?,Sieuenp;apasP i, he u9oegl(A"pnsoluuP?gSPtd t{e rdesthniltgt!lY:ey rzl�il{Jey brlYedPs:gnAlsFsxtle Lts; dPgtltla5e?DDldr,adslPFl.
l6edilgl lsnmg?tel,dsk�loaidites,>mtdir_.
Anthony T. Tombo 111 P.E.
Od IPe llddl il4sllP 1lpldF£Eg IS:'JIUrdOLQlrAytllhP OkY1,P(PGittltP ttrYmlld OgPdM ds lriiSHg Dllgrui,hlht otletloflhe lY.Ih lg(atWuluEEaldisgude �dlF:1. IN gpmtd dN. TDDtW qWd ns t!If.1r11+.ImldiWf.'ce.dnapt.111111
41111118mn11hdi 4e tb. mµui{ihlr .18
80083
@e ltilGghsga ldLmYmfu.11i�!el Pdr+llt ltt lDDmd ike{iFtlanmf{tiddaasllme Nl tlg(sapaud 6d9F 6hrmdim(LL<I)pAli;ked krl!¢656(dsulllteaMti getnu(rpddtn?.?IFS bus MPrespni3dluin ntldiel Ft lf:Uns6nigteP.IrmsbaFEr.Atettad
cNMuidseltpl Ndur: tp?depn h•PiNg {i oli pian.
'd A?iGb
rnss ductlnNiercrllss
4451 St. LUCI3 Blvd.
raprright D 2016 A -I Roof Tresses-Aetbonyl. Tombo Ill: P.I. Eepmdudicnofthisdosement inacylorre, is prehibiledxilhoul lbe.vrineo petmissionftomA-1 ReclLosses- Anlhoopl.Tombo Ill, P.E.
Fort Pleree, FL 34946
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
65706
FL04
Floor
6
1
A0035814
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 13.940 s 7.64 Oct 7 2015 Print: 8.020 s Aug 12016 MiTek Industries, Inc: Thu Sep 08 10:55:10 2016 Page 1 .
ID:HSelToU9d7eaEKtzidgglfyTWE_ o?huflckrzjRCxfr4jbj4davlam_yDdtvyY8fByfjyl
0-3-12
I
1-2-0 _1 , 2-5-0 0-10-3 2-0-0 1
6x6 = 3x3 11 3x3 = 1.5x4 11 1.5x4 11
1 2 3 4 5
To
34 = Dead Loat1.$We F- 1/16 in
LOADING (pso
SPACING-
2-0-0
TCLL
40.0
Plate Grip DOL
1.00
TCDL
22.0
Lumber DOL
1.00
BCLL
10.0
Rep Stress Incr
YES
BCDL
13.0
Code FBC2014/TPI2007
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS I 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
I
REACTIONS. (Ib/size)
1 = 755/0-3-4 (min. 0-1-8)
8 = 755/Mechanical
Max Grav
1 = 755(LC 1)
8 = 755(LC 1)
FORCES. (lb)
Max. Comp/Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORb
1-2=483/0, 2-3=-482/0, 3-4=-1156/0,
4-5=-1156/6, 5-6=-1156/0
BOT CHORD
10-11=0/1040, 9-10=0/1156, 8-9=0/820
WEBS 1
4-10=-337/0, 1-11=0/8582-11=-273/0,
3-11=-700/0, 6-8=-1028/6, 6-9=0/487,
3-10=0/438 I
I
NOTES-
1) Unbalanced floor live loads have been considered for
this design. I
2) The bottom chord dead load shown is sufficient only
to cover the truss weight itself and does not allow for any
additional load to be added to the bottom chord.
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) Refer to girder(s) for truss to truss connections.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
6) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
7) CAUTION,, Do not erect truss backwards.
10 93x3 =
3x3 =
CSI.
DEFL.
in
(loc)
I/deft
Ud
TC 0.63
Vert(LL)
-0.11
8-9
>999
480
BC 0.51
Vert(TL)
-0.18
8-9
>758
360
WB 0.41
Horz(TL)
0.03
8
n/a
n/a
Matrix-S
LOAD CASE(S)
Standard
3x3 =
PLATES GRIP
MT20 244/190
Weight: 67 lb FT = O%F, O%E
Asrsdp•rros<Ihsa y1:pr<rrrrv'i I PgaEIicSSffl",Ellfl^.6Eg]Il IfIA51 Coal ass CUS!ONrEOPFPTSCIm6w1E NECr'brx.Im"iJI, it—flvt eee rredale:mI"ins:On5Q0arup(fgDjucd l!a eellrry[.ieoh Col E.leleierseSkel6ela:e.:r. udn'et—"slrkdwl4e!W, atip
Y:dri nuesae pae teel!ks o,ed to liefCNele reCd Ese!res, Ueug,hgbeer(Ls, speilelly Engnerh ih seola oeyl[U:epxraaunnq!r sdl6e gntenl,saler✓i,sa:ey reswoslldep brae desgnmser,Eleues; depiddaixigD,rly,exdslRl.lee�uEe nnnpt:ers, badwg mtlioes, swhellry Anthony. Tornbo 111 P.E.
osdmrl�isLesslrrenb :ry is[±xrespxn:Qilirys115e 6wva,!toC+rn's ool'.imird ogesln@a trilS;gesyrcm,blte 2elerssttVe i?i, 16e t$`ai be lranlFsildirpnde cdlP:l. lkeprord el Cx NC vdrp 6e't rss+'Ikr frees. bietix35ad!Ieg, 9ao3r,inle!6fioeed Meiieg s4o115e lbs rnpniliChd y $ 80083 r
' nereAdg6„grcs,d mw.en e„aorlrlmE66aalEep,erl:e,mdgeud nlseaudirp[easeamlearrm a;!„eedlrtrl�ds¢s�ednra�[ngramgab:enitmrer,e,,,:y,,urrrodmsc[us!n,:re;ignEnnsoenp[rauermdrnssernbm",rn, 4451 St . Lucie Blvd.
a:c< reddtirdEy,W.ftg dy.rF+,iurgiy011 ne,rvd0 iseLesspug 6pirtnl,rCl hWltmgD u,eer.er!us,S7 em[es ce mphildaq Ail aplbli'dte:a,ore rW.-drcTill d Fort Pierce, FL 34946
Copyright'D2rl16Ad Roof Trusses -AolhonyT.lombo111,P.L Repsodotlieoofthisdocument, inCry form, isFlchihiledwithalthe written permissionbomAdRo (Tiosses-Aafhoorl.Iambol!I,FS,
Job I
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
A0035815
65706
HC6
RAFTER TRUSS
34
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
I t
Run: 8.920 s Aug 12016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:55:11 2016 Page 1
ID:In1 E14n4krFMR5vCX81 ws4z2Ovo-HBEGtecMcGrlg5E2eQ6ycg6Ad_D8hmF18c1iBdyfjyk
2-8-9 2 9 5
2-8-9 0- -12
ji
f
-O-,Or12
0- -12
2-9-5
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC 0.21
Vert(LL)
0.02
1-2
>999
360
TCDL 28.0
Lumber DOL 1.25
BC 0.00
Vert(TL)
-0.02
1-2
>999
240
BCLL 6.0 *
Rep Stress Incr YES
WB 0.00
Horz(TL)
-0.00
2
• n/a
n/a
BCDL 7.0
Code FBC2014/TP12007
Matrix -MP
Weight: 5 lb FT = 0%
LUMBER-1
TOP CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-9-5 oc
purlins.
BOT CHORD
Structural wood sheathing directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
REACTIONS. (lb/size)
1 = 150/Mechanical
2 = I 157/Mechanical
_ Max Horz
1 = 59(LC 8)
Max Uplift
1 = -56(LC 8)
2 = -83(LC 8)
Max Grav
1 = 150(LC 1)
2 = 157(LC 1)
FORCES. (lb)
Max. Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASI E 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 ;C iC for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60 11
2) * 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.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 2.1
LOAD CA
Standard
Brag•P;>.>;rlhivay!'.prentw�u"LI PDDEIiE5Sp5I'g[ILEI�.GEg7LL TftWid(i5D➢75i[GSfB%1'lhlfY')dCgsOSS[EagE&r (rsk tor46 srpncnehrseelssmrekzaa!tisTnss 6as!pa DrnfepQOU rillaAcL1arI Tait f.67:,lelei[ea Si[NYdae ru.hb—txrc!se sldeSaalhe pCll,pr
AMnteeth[piles sidl to oseihhe T6UhYe wl:a pst Wi DnIpUgia[er([e,fpe�ially fsq:ua)sYe sailxeoy1[A[epis�setmeykm!edIprp!dtniaoai ur-inmep r¢;asilliGly 6rlh desipetlta sirsle i[es; tepiaepoa YrID9uIr, xiptl. lk�uge esars1'!ns, Iwfap maElllors, snhhil3
Anthony T. Tombo III, P.E.
xxI th,sT, 1ITIO&I st;e respo¢LtdlryelGtDns,Be Oseei;etllu:itd a7etlea to lri8ial gnitm,Mlhe¢eledafite l3p.lh3Tnit1a4edtcillgspade miTpid.ihetpmral elae lDOevssrtr Fsk e;ertitTms.lodediets�iogskxape.irsfalTWke ai a!w!agstall4t lCe repessilil:¢el ff 80083
'!F.epclloegDesqurslCwhmW.III W,W.1hlssINW1btpeoeneeigdfil-dlh14.1(oaprarlSdaNln!eefionpEL4;p1d.eibyWad 3p(.ahnrde,;-0#teeo.TPblDefiushsrespsiutiD:�;sdldisdlhlussCulpeei.ImssDesi�hio[eraiTanileoeheu�er,�as St.
SBlvd.
.NW1.idA.rlIT. hw!ntapee4qu is ah'I lyd pines heapedhe1,m NspE.Im"1, A011hbliap Desigee[.al-ip:.htlaew0.tg101Iq. dg opihihelh,ss art ei leDsel ie IN1 Fortgg51tce,R Blvd.
(opyrighl02N6A-IRoailsesses-AmbonyLEombeIII, P.E, leprodun"enofAisdommentioacylum,isptchibitedwithuepThe millenpe[missionhomA•1Roof Times -Amhony1.Iamb 111,P.E.
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
A0035816
65706
HJ5
Diagonal Hip Girder
2
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:55:11 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE_ HBEGtecMcGrlg5E2eQ6ycg64Y_AmhmF18cliBdyfjyk
-2-9-15 7-0-2
2-9-15 7-0-2
I
LOADING (pso SPACING- 2-0-0
TCLL 30.0 Plate Grip DOL 1.25
TCDL 28.0 Lumber DOL 1.25
BCLL 0.0 ' Rep Stress Incr NO
BCDL 7.0 Code FBC2014/TP12007
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHO7 2x4 SP M 31
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
REACTIONS. (lb/size)
3 =
290/Mechanical
2 =
660/1-10-10 (min. 0-1-8)
4 =
54/Mechanical
Max Horz
2 =
306(LC 4)
Max Uplift
3 =
-240(LC 8)
2 =
-436(LC 4)
4 =
-26(LC 9)
Max Grav
3 =
311(LC 35)
2 =
681(LC 35) ,
4 =
110(LC 31)
FORCES. (Ib)
Max. Compj/Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORb
NOTES-
1) Wind: ASICE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS
(envelope); cantilever left and right exposed ; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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.
5) Refer to girder(s) for truss to truss connections.
CSI.
DEFL.
in
(loc)
I/defl
L/d
TC 0.60
Vert(LL)
-0.17
4-7
>492
360
BC 0.22
Vert(TL)
-0.25
4-7
>329
240
WB 0.00
Horz(TL)
0.01
2
n/a
n/a
Matrix -MP
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4 except Qt=lb) 3=240, 2=436.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 171
lb down and 221 lb up at 1-4-9, 171 lb down and 221
lb up at 1-4-9, and 151 lb down and 130 lb up at
4-2-8, and 151 lb down and 130 lb up at 4-2-8 on top
chord, and 35 lb down and 13 lb up at 4-2-8, and 35
lb down and 13 lb up at 4-2-8 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 Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-116, 4-5=-14
Concentrated Loads (lb)
Vert: 8=212(F=106, B=106) 10=5(F=2, B=2)
PLATES GRIP
MT20 244/190
Weight: 26 lb FT = 0%
3¢rd!g•@lea;ellnss}1yrer.ntie"ld iDDEIi65s.:f{'S[tiEl^.6Ek72t ift&Sd.(g5D;IK5i(6iiD�{'N1Ps3"JSz3bOM@E0.:tdEkr hra. @rilpdPsiye yams¢Inx ate rPtilrttesaatisprrz;6Pyr>D-ewialQDDi¢ei l5tde11a:yi.7fukrlI,1.E.tPitreeLeSifNldtre Pse. Ueleasadxrai;f sl¢tedea lYeT6U, aip
dilfi netehz,'rdn slell to csed b!@'u iC6@e le ra2A 1st@mss llCil]iEi@iaEe!{L,S@afhli(E[ef de!); IIP aP�i¢Car IMiLPp!eSelii[¢ftr:a.H'lY'.tfl ltp j!4IPSSIII]IFPJ.Iek!(!§!eiSJGil211'dj ItYIEP dPS'v}t[J 113 e:P£Iti(¢Si EPjKid a]!IYiDDirlp,arA?IIP4I. IMAfiI!¢ISS¢f}@'j¢C:,I <4�iiiBf5, 1%iBllli!i Anthony
xMesr a@LLis inns .....
0 (ep Erid:ry is resgwsitifi7¢1lie7xmr,4e Cx�cffsectixi:edayena ds ttild>a Uesimn,ul6e taifata'IkPwLlte Lt ad Wa;e(al@zildiadnte m3li:l.lke{pr¢sd etik iDb wd ar 6e!axst a;llefrtx. iaddiz@2mi'.iee.sksa7e.l¢z1elEEiae eed l:turgskellSe i6e rtt@ersilikkd T•TOI11b0III, P.E.
' to leitN Oas aad.mTr1 . dllwks Tort rWnl6Dad lkt !etlnssA ¢dPl:o=s(its¢,°.rldrr (o Nec1 Id !aa A ! dt tPioLdSE(d esler¢adJu 80083
@ @ s a r g@gda[r2Tlifi¢P.heaPpiIrr,lydEdSlLttYPiarSTCfilgaef.INiSD¢ItEM6PPrnt(nsSflaladurH,ui51 4451 St. Lucle Blvd.
e!tfmMze dPlaidtpe(vtln: eyrdeyuhnmilire kp aLryPar¢ra4ed PreLesa &9ge byisen is CCi mt &¢!d @Dfslyen.ezinsa5fuem hy�d�gk Idsg. d'i zay!41: lhrmt crctt@le!nJiaAtl
�CopyrghtZ12016AdRooftrusses-AeihonyT.Tomba[]I:P.E. Aepmdnnionolffisdowmen7,isaryform,ispsahibiiedwabaalthe writtenpermissionfrom A4Roolbnsses-Anthooy1,lomboBl,E.E. Fort Plerce, FL 34946
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
A0035817
65706
HJ7
Diagonal Hip Girder �10
1
Job Reference o tional
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:55:12 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE_-IOoe4_d_Naz9SFpEB7dB92fFHORNQ70ANG1 Fj3yfjyj
-2-9-15 6-0-13 9-10-1
2-9-15 6-0-13 3-9-3
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 30.0
Plate Grip DOL
1.25
TIC 0.60
Vert(LL)
-0.13
7-10
>906
360
TCDL 28.0
Lumber DOL
1.25
BC 0.51
Vert(TL)
-0.13
7-10
>868
240
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.42
Horz(TL)
0.01
6
n/a
n/a
BCDL 7.0
Code FBC2014/TP12007
Matrix -MP
LUMBER- j
TOP CHORD 2x4 SP M 30
BOT CHORb 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling; directly applied or 8-5-9 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
REACTIONS. (lb/size)
4 =
190/Mechanical
2 = 743/0-10-15 (min. 0-1-8)
6 =
485/Mechanical
Max Horz
2 =
394(LC 22)
Max Uplift
4 =
-148(LC 4)
2 =
-648(LC 4)
6 =
-417(LC 8)
Max Grav
4 =
197(LC 19)
2 =
961(LC 35)
6 =
615(LC 35)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-11=-1080,557, 11-12=-1015/562,
3-12=-934/560
BOT CHORD
2-14=-713/979, 14-15=-713/979,
7-15=-713/979, 7-16=-713/979,
6-16=-713/979
WEBS
3-6=-1143/834, 3,7 78/293
I
I
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS
(envelope); cantilever left and right exposed ; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree
rotation about its center.
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.
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) 4=148, 2=648, 6=417.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 171
lb down and 221 lb up at 1-4-9, 171 lb down and 221
lb up at 1-4-9, 151 lb down and 130 lb up at 4-2-8,
151 lb down and 130 lb up at 4-2-8, and 254 Its down
and 236 lb up at 7-0-7, and 254 lb down and 236 lb
up at 7-0-7 on top chord, and 57 lb down and 126 lb
up at 1-4-9, 57 lb down and 126 lb up at 1-4-9, 35 lb
down and 13 lb up at 4-2-8, 35 lb down and 13 lb up
at 4-2-8, and 56 lb down and 33 lb up at 7-0-7, and
56 lb down and 33 lb up 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 Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-116, 5-8=-14
Concentrated Loads (lb)
Vert: 11=212(F=106, B=106) 13=-118(F=-59, B=-59)
14=137(F=68, B=68) 15=5(F=2, B=2) 16=-64(F=-32,
B=-32)
PLATES GRIP
MT20 2441190
Weight: 43 lb FT = 0%
Srrrcq-Tvse duoxyiipreia ia'11I0.1FIi'uYSES('SEtIEI'}6E&lA[iEkY56b:9011 i5i dilBOj'6NE1'k:DO�DhlE[C1(EIiP [ene. tsdpkilEe prr rterssel rrettnesm'F:n lnu h1sysDWgg0P,Aft"slMIrink, D1,1.E.Ids-wilIt7•0deuaRara r, smdmlh Tio. ooi{
IderereC ip�drt skrl!Masd lw 6t IDDbhe"I d;tdrvss Dedpdegiernpe, Spnhlip rpnnery lke seaoeriDDrgasm;;nm�s!axtdlkepdesdo-ai r+nerag aspauldap brhe dnipndut ssgleLrs; deputeln#s ADrdr,>oaym-E. fuau6r..... sn,bd9 -b"ler Anthony T. Tornbo III P.E.
axdradUs➢cuhstry 6iif¢g izcterespwskilerahe 9rn A, CyoteneWrd spol.4. tcddiepoerp,mi—ledalhIr. lk. VWNs Inilwlimph.11.1, Ila tppneddr.MDd.yoseesrdikrf�s$.Inddiaphs5lcps!xop.ialilltii, id laongshoN lie regnilkddp d ¢80083
' e�elrlg0isepwntktarhali,.ill.hsubilitliel;Dratlttpal.—dpidela.sdt5e&addiop(oapx.dSdephh�¢etur(EiAjpAlnY:edipltE¢dSF(daealn 1h.peresdghae.ie4lkfirzsuuresv�iilDi;rzdld!esdIts lnssNopu.I-0r,,Pfgteraiinssdenulodrcrer,wdtss QQStSr8008e8lvd.
adurria ddxedkyt6dnnrpadepu isw,ifieg kp tlipmerhwhd ➢ihrx&dpN{tuuz isnoi lke&r7dq Cetfpei. rrlass Sps:ea 6gixead�hildap ddsry htirdh,¢rorctdrla it iltf Fort 1 St. , FL Blvd.
Copyright®7616AdRoof Tmsses-A.^.ihollyT.TorlIll: P.E.bprodudlonofthisdoullincry form, ispmhihiledxitboulihe•riltenpeimissioDfloor AARoulbosses-Anihonyl.lomboIll, P.E.
Job i
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
A0035818
65706
HJ9
Roof Special Girder
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8:920 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:55:13 2016 Page 1
I D:HSelToU9d7eaEKtzidgq 1 fyTWE_-DaM 1 I Kec8u503OOQlr8QiFCQl ngp9giJcwnoG Wyfjyi
-2-9-15 7-5-0
2-9-15 7-5-0
LOADING (psf) SPACING- 2-0-0
TCLL 30.0 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- j
TOP CHORD 2.4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS ! 2x4 SP N0.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
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 uide.
REACTIONS. (lb/size)
4 494/0-4-15 (min. 0-1-8)
2 = 392/1-5-0 (min.0-1-8)
5 = 361/0-3-8 (min. 0-1-8)
Max Horz
2 = 316(LC 4)
Max Uplift
4 =-369(LC 4)
2 =-533(LC 22)
5 =-454(LC 9)
Max Grav
4 = 525(LC 35)
2 = 409(LC 19)
5 = 665(LC 35)
FORCES. (1b)
Max. Comp IMax. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-9=-276/97, 3-4=-422/356
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS
(envelope); cantilever left and right exposed ; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6-0-0
CSI. DEFL. in (loc) I/deft L/d
TC 0.60 Vert(LL) -0.04 4-5 >999 360
BC 0.37 Vert(TL) -0.09 4-5 >794 240
WB 0.00 Horz(TL) -0.00 4 n/a n/a
Matrix -MP
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) except Qt=lb) 4=369, 2=533, 5=454.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 171
lb down and 221 lb up at 1-4-9, 171 lb down and 221
lb up at 1-4-9, 168 lb down and 148 lb up at 4-2-8,
and 151 lb down and 130 lb up at 4-2-8, and 236 lb
down and 228 lb up at 7-3-4 on top chord, and 34 lb
down and 33 lb up at 4-2-8, and 35 Ib down and 13 lb
up at 4-2-8, and 60 lb down and 25 lb up at 7-3-4 on
bottom chord. The design/selection 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 Increase=1.25
Uniform Loads (plo
Vert: 1-3=-116, 4-6=-14
Concentrated Loads (lb)
Vert: 3=-127(F) 4=-40(F) 9=212(F=106, 13=106)
11=-28(F=2, B=-31)
PLATES GRIP
MT20 244/190
Weight: 31 lb FT = 0%
tWetd,*3.PlratW''yrera.(u'1Iloaf IIC51f5t'{ELLEI�D1011PEWItPY INS VO4CIUtEI'):CiUDa11FDURT'W.Nify4d1.p...ItneedrrriWa.1,1nub3ssDu•ig0DV) odn,lOny1.Pr.1.MI.TlrhttnrSYrelW,,,.Udets0 arrsmdwtYePCR,mp
:dflei noeeehgidee sldk ned N 15, full, 1. n1A As 1-Nsip Fepceer(ie,Sfe:101b3-r),a,no"ee,11Arga!mnnn!q+.u:ed6ephislini tVttney tega*ldy fir At deup,us lae rrelt Ti,% igmd mf.Too aIy'odeaPN. ?Ae4r;ip rsnrryl ms,t <esaure!,,>.m1!n Anthony T. Tombo 111, P.E.
azd r!a rl tlds'insln n?lad•Srl lstaere:PmSlitrty ollYt Dxas,Mr Gxxefsed, d grm ev MteUdi^.l Dngem,ulhvrintm'Du�aie UCoAla:Isrelhflditla4 wd1Pq.lFarPlrord el k*NDudeePF.elE esedlke lm!l.Udrtaglartd:mp,!!vvde.Udolhtier rd hn!al tYollla lCeregndYll'ryd $ 80083
Me Eoikay0asagvax!{mrymee lltes'eserl oel ix ue l7DrodlLrpemrz!mdteidelmetetlbe3,AdiaDtoaasrJ Sdehidnxdua)FNjprr!:,ted EP LPimalSltdar!elaami`E�ggerssmigddse¢?Pid kfieterie rt!y dzlianreildiesdnetmzCesigen,Ims Desgr treirrer aE Pran N:cvloener,nLen d411St. Lllele Blvd.
•DeirlttidaxlLYrtemnlepz!dcpetixmUitaLPoDrynuituheE 1a:LrnGdrehlio:mit9Cllle&�IdiotDesigoanLr!sSry:emEglead¢7hlldgd9egUrlitrlhimsoreeetela�dU?tl1
Copyrighi91G16 bd Raai Lrsus-Amhuny 1, Tum6a III, P.L iDprodedicnolfEis dowmenL is aeylDrm,ispmhibitedxilbud the ailien pelmusiantmmA•1RaDILosses•An?EunyT.lam6o III, P.F. Fort Pleree, FL 34946
Job
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
A0035819
65706
J6
Monopitch
7
1
Job Reference (optional)
Al Roof T Isses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:55:13 2016 Page 1
ID:HSelToU9d7eaEKtzidgq 1 fyTWE_-DaM 1 I Kec8u503OOQlr8QiFCLdnkw9glJcwnoGWyfjyi
-2-0-0 6-8-0
2-0-0 6-8-0
I►1
LOADING( so SPACING- 2-0-0
TCLL 30.0 Plate Grip DOL 1.25
TCDL 28.0 Lumber DOL 1.25
BCLL I0.0 ' Rep Stress Incr YES
BCDL 7.0 Code FBC2014/TPI2007
LUMBER -I
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP N0.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals. I
BOT CHORD
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)
4 = 291/0-8-0 (min. 0-1-8)
2 = 234/1-4-0 (min. 0-1-8)
5 = 548/0-3-8 (min. 0-1-8)
Max Horz
2 = 336(LC 12)
Max Uplift
4 = 209(LC 12)
2 = -62(LC 16)
5 =-431(LC 12)
Max Grav
4 — 325(LC 19)
2 = 234(LC 1)
5 = 669(LC 19)
FORCES. (lb)
Max. Comp.�Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
NOTES 11
-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
Cat. Il; Exp C; Part. Encl., GCpi=0.55; MWFRS
(envelope) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This trussi has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
1.5x4 II
3
9.A II
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TC 0.94
Vert(LL)
-0,02
4-5
>999
360
MT20 2441190
BC 0.75
Vert(TL)
-0.04
4-5
>999
240
WB 0.00
Horz(TL)
0.00
2
n/a
n/a
Matrix -AS
Weight: 29 Ib FT = 0%
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) 2 except Qt=lb) 4=209, 5=431.
6) This truss design requires that a minimum of 7/16"
structural wood sheathing be applied directly to the top
chord and '/2" gypsum sheetrock be applied directly to
the bottom chord.
LOAD CASE(S)
Standard
trc¢g �Pa¢selkntx, 'grvree he'21 tDgf IIDSSE7('ftlTfs�.4lkErd! fElki [WSDgiu91 NStDN(dUEE1jA(giOelEDidEi1'hear. I�tlphsip gnc¢tlen ud rvdrshs m'tis inr [:s:g¢o,.ItgPDe,:etdEvselltayl. ivnb I b 1,%.Lletnts WRIe'n va. 00ess.1—si slvtd�tge TDD,cdq
kdek neasmt p:dn shllh¢sdhr drlDbbhrald dsvlmss Desip Frglaee¢rta,Spei¢Ilp 6:3xe IIt,sminogltD+epessdso englasa Its PAnstrul vla,srsp nwmisdo1., 11, dnip el w tolle?ten 6liddnbTDDWI, ada•:. Anthony T. Tornbo III P.E.
ad endedsL¢sslnnglrilffeg is@«syanutllihdlSr g�sw,tErC¢n's¢¢Iaa@d¢gnlu tM lnlldap Dngat,i¢Ikt arte¢Jc`Ihe 0E.1lelS(vN ISe ltssl!¢illitgvh xdR:I.?frt tpprarn ela:ce N6seAv¢y f>e't¢se Olt. 1— vdhlgsgdlbe lke raI Will? ol # 80083
ie hDdap Dnkyaer rad(ahaW. kll eutla¢IIv Ih IDDadlke pctlnnvdg¢iddeus vllh,Allrg(oapama S¢leh lehiwtira(rCS11PAlsked kglP{adSHsBuelnmd4t geanu!gudtns.?Itl2efivas lL resp:e3'li!u;¢dddies Al¢sLvss Gslgnr.ImsbesepEMne¢md tnu fdorufxlnrr,erJess 4451 Sh.1. Blvd.
¢:kexlsrldutedkpdenna tp>.d¢pria eauitg ly¢llpmeehrand?sehnSS Dvi4¢Ergfasn lS 9C•I lkl&rJdttg hsigrel.¢!L¢fr SjSRCI lOpIAtY a!myktlldcg Jil (tglldltd}etnf to is8frnd h?Pll Fort Pierce, ucl Blvd.
Copyright a 2016 A•I goof Trusses-AdhunyL Tombo III, P.C. lieprodtaiun of this dotument in my torso, is prohibited Abou the.ritten pnmisslnn bons A-f P.00lbusses-Aulhonyl. Tombs 111, F.I.
Job
Truss
Truss Type
QtY
PIY
PHOENIX REALTY - 65706
A0035820
65706
j
J6A
Monopitch
1
1
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:55:14 2016 Page 1
ID:HSe1ToU9d7eaEKtzidgq 1 fyTWE_-hmwPVgfFuBDthYzcJYgfETkWNB49u7_TgaWMoyyfjyh
-2-0-0 6-8-0
2-0-0 6-8-0
i
1 -0 6-8-0
,In r-A_n
1.5x4 II
3
— 11
Plate Offsets
X Y --
2:0-8-0 0-0-6 4:0-2-80-0-12j
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC 0.94
Vert(LL)
-0.02
4-5
>999
360
MT20 244/190
TCDL 28.0
Lumber DOL 1.25
BC 0.75
Vert(TL)
-0.04
4-5
>999
240
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Horz(TL)
0.00
2
n/a
n/a
BCDL 7.0
Code FBC2014/TPI2007
Matrix -AS
Weight: 29 lb FT = 0%
LUMBER -I
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.
BOT CHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
REACTIONS. (lb/size)
4 =
291/0-8-0 (min. 0-1-8)
2 =
234/1-4-0 (min. 0-1-8)
5 =
548/0-3-8 (min.0-1-8)
Max Horz
2 =
336(LC 12)
Max Uplift
4 =
-209(LC 12)
2 =
-62(LC 15)
5 =
-431(LC 12)
Max Grav
4 =
325(LC 19)
2 =
234(LC 1)
5 =
669(LC 19)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mbh; TCDL=S.Opsf; BCDL=4.2psf; h=25ft;
Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS
(envelope) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 Ib uplift at
joint(s) 2 except Qt=lb) 4=209, 5=431.
6) 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
Ural • piemelkoia 0,'y rer:!a WI I [QQ(noss(s l'SFItEI'1.6EC7dt fftkSd (��won:as (e rusl•wrErllraowlForsaElr lEr�. r3agrf;;gE pE¢afie¢ efd!�aEri!, m+': rr!t: [os ya QrEmiaDllQQjend q!lelSnpl. tech @I,9.F.t¢le¢¢!kSf¢t4el!re rse. Udendlxe:sf sltleSsasle IEU,a�x'q
diles ¢Eeeeuip lot sk¢lihEsed hrihlCUble rala( dselmss Deslp EEei!er(i!, SpnieR,',ay-0,ssesedfemyl(Atep!smiseEfnepYax!a lh p¢leeil>a!i eEsjenrep r¢: y'lilAp lErsfedessyse(Ih!iocleT,er depMet n'ReTD6fEIr,nxdylPN. liedfssgE nsmp: Ens; 6xhp Eaxdtarcs, smhliles
,, .ppFq .m!. !pxe.sxEpe.¢EueemrgteAnthony T. Tombo III P.E.eg¢to
h 86683
'Ee lEiktrg Qesigu:etd(anrJer.11lmks see aeli!19!igDa llke perGtesemlg deter:eflEe3leup(o paint Ecl ylrluadiea(UiS1;peEtsted kq l71ad3![d zeiefettrud4f yesrolgikne?pllkhees Ca req�s. h6essedtAhs eflleluss CEnaEer.IrvsOes,p1(rrauer ese lrr:s Needotlu¢r,udfss 4451 St. Lucie Blvd.
fdflwite dllY]Mtyl(IEI e(?Epl!Pd4p{E I1 f511Iit8 {gill pltlN arJlifti is!Lest Df eE hp¢:ernrET l{ yrldep Dfsipen.erlassiys'e¢hsnea.A¢ryleildegtl tEyibdre9rtiae Ere!s delaeiu'pbl. Fort Pierce, FL 34946
ropyrighlD2g16A-1Root Tosses -AnlbonyT.TomboIII, U bprodurUnoflbisdomment.:ayform, ispschibiledwaboulthe wriltenpeuissionSmmAARoolbosses-Anthony LIom6o111,1`1
Job
Truss Type 0lty
Ply
PHOENIX REALTY - 65706
AO035821
65706
:TuBss
Half Hip 1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:55:14 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE= hmwPVgfFuBDthYzcJYgfETkZaB6hu7_TgaWMoyyfjyh
-2-0-0 6-0-0 6-8-0
2-0-0 6-0-0 0-8-0
5x10 MT20HSII
3x4 =
x6 11
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft
L/d
TCLL 30.0
Plate Grip DOL 1.25
TC 0.74
Vert(LL) -0.02 5-6 >999
360
TCDL 28.0
Lumber DOL 1.25
BC 0.59
Vert(TL) -0.03 5-6 >999
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.00
Horz(TL) 0.00 5 n/a
n/a
BCDL
7.0
Code FBC2014/TPI2007
Matrix -AS
LUMBER-
1
TOP CHORD 2.4 SP No.2
BOB CHORD 2x4 SP No.2
5) This truss has been designed for a 10.0 psf bottom
WEBS
2x4 SP No.2
chord live load nonconcurrent with any other live
BRACING-
loads.
TOP CHORD
6) ' This truss has been designed for a live load of
Structural wood sheathing directly applied, except end
20.Opsf on the bottom chord in all areas where a
verticals.
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
ROT CHORD
bottom chord and any other members.
Rigid ceiling directly applied.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
'
MiTek recommends
that Stabilizers and required
joint(s) 2 except Qt=lb) 5=210, 6=306.
'
cross brac'ng
be installed during truss erection, in
8) This truss design requires that a minimum of 7/16"
accordance
with Stabilizer Installation guide.
structural wood sheathing be applied directly to the top
sum sheetrock be applied directly to
d I/F gypsum
r REACTIONS.
(lb/size)
tchord he boat rd
5 —
322/0-8-0 (min. 0-1-8)
2 =
373/1-4-0 (min. 0-1-8)
6 =
377/0-3-8 (min. 0-1-8)
LOAD CASE(S)
Max Horz
Standard
2 =
314(LC 12)
Max Uplift
5 =
-210(LC 12)
2 =
-85(LC 8)
6 =
-306(LC 12)
Max Grav
5
341(LC 19)
2 =
373(LC 1)
6 =
478(LC 19)
FORCES. (lb)
Max. Comp l�Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-269/25, 4-5=-341/432
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS
(envelope) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip.
DOL=1.60
2) Provide aldequate'drainage to prevent water ponding.
3) All plates are MT20 plates unless otherwise indicated.
4) Plates checked for a plus or minus 0 degree rotation
about its center.
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 28lb FT=0%
'tercaq RnnelEno:Ny preaax lac"di IouF Ir&SSES)'SEEtft�.6Eg7At EElkiGQ�Sgg�igf fOSrgNI'IUPrE')SIp�04TtF ffEkrrrrx.FaA;&up gercaelert eef nudrete:w'tisror gesya0,awingiTUP¢cd tT:delfenrI.T'.1[61.IthieemSiael Ede�e ese. Uclenoakrsrfside3se 14eTC9,ovp
R4hf-nft p:messkml Eaceed I. F. ED I, k-U d>fI-h0p[gnee I. SF egp geee),6eusefefer In IEe
efB mgVt.leti gae eer leltle§� Lleteff3tl.Elll!retr§e gYTY, �:t i5efi t[e7Y9113 IW krIIF:^„p gtS:"N!r etrt lehil OFrbe .1{!1$�fe(I136t31ECfI11 (eft BeFTr I. TE4e t{eiLY, Egg W�ie FPEPSf 9i Ire IR15.Ii.'i(113 :IEC.SbM IISIe�IAle fe(}lil thell�e lEf {tt eellEll:ll fl Anthony T. Tomb80083 III, P.E.
e7 Ert 7 a leg F ti 80083
1eEer!smg geszgv:n!(a�rclvc llEee!n em en flan l,gadlk'd s�Aq tf mn Sig g(�;mtta Sekrolren¢mica{Eill;gml SteelglFlmtsus¢ei.lererrceefigeanu€rprdneia.•Fllto-Ree: �arngntdrlisc na ra;ee el nalrts:Cw@eer. irrtg y�eaeeerma rn,s Guuh�aier.wift, 44515t. Lucie Blvd.
sM1fix+teeelne7Eye6elmmgu�lrpn{r;nYog Ypagg t5n is elra4 ID.L{s:Cffge Ngneens aET he&rBica DE;taeec erintr Sp�em(gwn�almy�hdfsg dd egi�eRuh�xt creedelsuinan Fort Pierce, FL 34946
(opyfight D 7(il6 A -I R.d Ti ues-Aelhony T. Tomho III: P.E. Reprotic{Sicn of tdis dowment in acy loan, is plchi6ited mifdaul lM1e •ritten pefmissian 5om dd RgolT{asses - Aafhoopl. Tem6o III, E.E.
Job I
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
I
A0035822
65706
J6G
Half Hip Girder
2
�
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:55:15 2016 Page 1
ID:HSelToU9d7eaEKtzidgglfyTWE_ 9zUnj0ftNLkJiYptGBungHjVbPfdY5c3EGvKOyfjyg
-2-0-0 5-0-0 6-8-0
2-0-0 5-0-0 1-8-0
ox4 -1 s.ox4 11
LOADING (psf)
TCLL 30.0
TCDL 28.0
BCLL 1,0.0
BCDL 17.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2014/TP12007
CSI.
TC 0.79
BC 0.73
WB 0.14
Matrix -MP
DEFL. in (loc) I/deft Ud
Vert(LL) 0.15 6-7 >435 360
Vert(TL) -0.20 6-7 >317 240
Horz(TL) -0.00 2 n/a n/a
LUMBER-1
TOP CHORD 2x4 SP
BOT CHORD 2x4 SP M 3
5) * This truss has been designed for a live load of
WEBS 2x4 SP No.3
20.Opsf on the bottom chord in all areas where a
BRACING-
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
TOP CHORD
bottom chord and any other members.
Structural wood sheathing directly applied or 6-0-0 oc
6) Provide mechanical connection (by others) of truss
purlins, except end verticals.
to bearing plate capable of withstanding 100 lb uplift at
BOT CHORD
joint(s) except (jt=lb) 5=356, 2=408, 7=717.
Rigid ceiling directly applied or 10-0-0 oc bracing.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 552
' MiTek recommends that Stabilizers and required
lb down and 511 lb up at 5-0-0 on top chord, and 170
cross bracing be installed during truss erection, in
lb down and 73 lb up at 5-0-0 on bottom chord. The
accordance with Stabilizer Installation guide.
design/selection of such connection device(s) is the
REACTIONS. (Ib/size)
responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the
5 = 472/0-8-0 (min. 0-1-8)
face of the truss are noted as front (F) or back (B).
2 = 59/14-0 (min. 0-1-8)
7 = 846/0-3-8 (min. 0-1-8)
Max Horz ILOAD
CASE(S)
2 =1 270(LC 8)
Standard
Max Uplift
1) Dead + Roof Live (balanced): Lumber Increase=1.25
5 — 356(LC 5)
Plate Increase=1.25
2 = 408(LC 19)
Uniform Loads (plf)
7 =-717(LC 8)
Vert: 1-3=-116, 3-4=-116, 5-8=-14
Max Grav
Concentrated Loads (lb)
LC 32)
Vert: 3=-233(F) 6=-73(F)
2 325(LC 15)
7 = 1034(LC 29)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
3-6=-515/461
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS
(envelope); cantilever left and right exposed ; Lumber
DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) This truss1has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
Dead Load Defl. = 1/8 in
PLATES GRIP
MT20 244/190
Weight: 31 lb FT = 0%
i
Is" -;,—IsnaaFr'yrn:r. W1I IMF 116SSE5 of04 III% IOND —M 115132Ci n10MIERAFEIir[no. 14f6Essn Fertualente1ndNtrutis Inn moph.igVDV,cI naAaWey1.Intl, EL).r.Mu- Ska ldutaa, odtnotur,;t sttldmltt Igo, ky
Aid rnateaipaur WItse:dlxNX-Dr,i-;aActlresson;ptgnvr;i.a, SreieNy hpaerF SYtsnloeer lt9rep>saEu.aiyFaztdlke rrdrnnnl«ehtnap rnpsukecF lerntdtsl}ella sxFleLcu itFind ea ReTpp ldF,wisliFs.jj,d,ip nstnp!xs; Wstsr<mLliens, rahNih Anthony. Tombo III P.E.
i mleu al tas 1,., 1,, gIdl:elsst..4.'kdid aA1 Ovy,'EtCut?"dridal qml a N hluel otsipmmA, mfulaileW,III lr' ed Na "cal Epi ugWt nl4:d. lh cipna d&MDedl r6.1 "see lit lwla. h1dalfaal¢o.c>•sp.1.11Afite ni heorg56ali4 lh nrpnAilor d Y -1 8U083 t
to lerlag oaskg." t *.W. linos W.11.lea looud lh puEnsod ION- Ita•.a�tinp(r.?no J Sdary ltlu¢alual 0Qrra1hshi ly INardSUA.t ,Noadhi gt�ut0itar.. TIP aeons 5zrn7aer'.Wlevr ted lass dlSalnss Caitcu. irns Oniprrcieur axi inn El¢dmhln,erJtss
cium"idadt tNdwr n!In1, d!t l eo udu iwdad 19a Lott Wsi art h•a isaW dt 6rJilt pass w.trinss i7s!en [t uw.rd leikd Afa lhtdtnseennitr li,IFll 4451 St. Lucie 8lUd.
t s- I d r F 1 F- F I l �s �p qi Fort Pierce, FL 34946
Copyright D 2016 Ad Roof Trusses-Anlhony T. Tombo ill, F.L iegodedon offfis dommert, in any form, is pmhibiled wilboul the wiilfen pmmission from A -I Roof Trusses- Amboy 1. Tombo Ill, F.E.
Job I
Truss
Truss Type
city
Ply
PHOENIX REALTY - 65706
65706
J7
Jack -Open
25
1
A0035823
Job Reference (optional)
Al Roof Trusses, Fort Pierce, 1 34946, design@a1truss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 12016 MiTek Industries, Inc. Thu Sep 08 10:55:15 2016 Page 1
I D: HSeIToU9d7eaEKtzidgq 1 fyTWE_-gzUnjOftfVLkJiYptGBungHjgbSgdaEc3EGvKOyfjyg
I -2-0-0 7-0-0
2-0-0 7-0-0
7-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL, in (loc) I/deft
Ud
TCLL 30.0
Plate Grip DOL 1.25
TC 0.77
Vert(LL) 0.21 4-7 >387
360
TCDL 28.0
Lumber DOL 1.25
BC 0.53
Vert(TL) -0.33 4-7 >251
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/TP12007
Matrix -AS
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
5) Refer to girder(s) for truss to truss connections.
BRACING- 1
6) Provide mechanical connection (by others) of truss
TOP CHORD
to bearing plate capable of withstanding 100 lb uplift at
Structural wood sheathing directly applied.
joint(s) 4 except Qt=lb) 3=289, 2=254.
BOT CHORD
7) This truss design requires that a minimum of 7/16"
Rigid ceilingldirectly applied.
structural wood sheathing be applied directly to the top
chord and'/" gypsum sheetrock be applied directly to
MiTek recommends that Stabilizers and required
the bottom chord.
cross bracing be installed during truss erection, in
REACTIONS. (lb/size)
3 =
337/Mechanical
2 =
707/0-8-0 (min. 0-1-8)
4 =
83/Mechanical
Max Horz
2 =
354(LC 12)
Max Uplift
3 =
-289(LC 12)
2 =
-254(LC 12)
4 =
-19(LC 12)
Max Grav
3 =
385(LC 19)
2 =
707(LC 1)
4 =
119(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown)
TOP CHORD
2-3=-260/181
NOTES- 1
1) Wind: ASCE 1-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS
(envelope) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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 3-6L 0 tall by 2-0-0 wide will fit between the
bottom chord) and any other members.
LOAD CASE(S)
Standard
Dead Load Defl. = 3/16 in
PLATES GRIP
MT20 244/190
Weight: 25 lb FT = 0%
idorwrog • I;rosnhoryL'prerirrtu 11 PDDF IIDSSEf f SELLEI'p 6E&]s[ rflHSd(i5DNDXS [DSID& f lUifl'11C4;Dtt1FGCpf&P (er5. (etly k;ip p,e¢elen aneuireh: e�@is [mi 1%.9 D:eriapQDOj m¢ iss:eihnrf. I.A. EL7 r.IdueeeS el trdre rte. UdestnN:xwrs tteh3mr6e iCD, wt7
�tileFraeemr pda shdihmdSu lsefDDM1le wl:d As d,ms DesipEyieeerri s,Sp,isAp fn7r¢etsYe s¢NucsJS[D:ep,=smhnmeytsaedlkepslesshaei srsieeer.epre;vm'kiMp (erlks des: eBh s.opfri,es: eepiaN nMelODultsdxlpt-L lkdesige ssnnosm,Lul;yeadtlrtes, uM1lifry Anthony. Tombo III P.E.
mlm addsTnu h, nrblLteg isux rcspM4tJlilps(Ih Dava,@e Deoe,seri :i:d tint n,`ula&lDuipve,iet6eaneea(tte 4'. It, R[ad las 4dhilfnpaft dM-1. 7hs,jj ,e1,1 k TODerdsty It' Cost of [it fress,h-I.IgW!ng. stxep.hslclm., sd wag sEe114s 1hi nfpentiihl}d y '
a 80083
Nome, id.py enitahmssr. sll alIs;elmtie 11ICDa lad'tlaetmd pilelinescl hsP:diig(o�gMNgolsrylch,xdisn(ddSllpa+hsted 1plPlaM1![due,dnsrcdesi yw-srrig9fne ipid 2¢Dees tSr resgasitalirased ltlrts edits lnssCs;lpeu,Im>s gni ErrleurrmE lna Nacufadx,er,alm 4451 St. Luele Blvd.
a:pnMse id;mlkpafstl,neegeM,;o 1s �,Poq lJ aUpnrn bw6d RaLen re;ipfephx,hAC111eArf(iop 0eugen. srLsss Sps!em hphov sluyltliliy d't,rpWkndh,as creedde2fie?ffl
Iropyright a 2016 Ad Roof Trusses-AnthonyL Tomb III, P.E. Repeodurika of this dommeog, in ony form, is pi thibited Abed the.dtfee permissionfmm A-1 Reelhusses- Whooyi.Iamb III, P.E. Fort Pierce, FL 34946
Job j
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
A0035824
65706
J9
Jack -Closed
11
1
Job Reference (optional)
Al Roof T sses, Fort Pierce, FL 34946, design@altruss.com Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:55:16 2016 Page 1
I D: HSelToU9d7eaEKtzidggl fyTWE_-d929wMgVQpTbws7?Qzi7Jugx4?rYM_4ml u?Tsgyfjyf
-2-0-0 5-9-0 9-0-0
2-0-0 5-9-0 3-3-0
c�
6
1.5x4 11
4
4x4 = 5x6 =
LOADING(psf)
TCLL 30.0
TCDL 28.0
BCLL 10.0 '
BCDL 7.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2014/TPI2007
CSI.
TC 0.55
BC 0.37
WB 0.22
Matrix -AS
DEFL. in (loc) I/deft
Vert(LL) -0.17 5-8 >635
Vert(TL) -0.39 5-8 >271
Horz(TL) 0.01 5 n/a
L/d
360
240
n/a
LUMBER- 1
TOP CHORD 2x4 SP
BOT CHORD 2x4 SP M 3
4) * This truss has been designed for a live load of
I 2x4 SP No.3
20.Opsf on the bottom chord in all areas where a
BRACWEBS
rectangle 3-6-0 tall b 2-0-0 wide will fit between the
TOP CIHORD
bottom chord and any other members.
Structural wood sheathing directly applied, except end
5) Refer to girder(s) for truss to truss connections.
verticals. j
6) Provide mechanical connection (by others) of truss
BOT CHORD
to bearing plate capable of withstanding 100 lb uplift at
Rigid ceiling) directly applied.
joint(s) except Qt=lb) 2=210, 5=252.
'
7) This truss design requires that a minimum of 7/16"
MiTek recommends that Stabilizers and required
structural wood sheathing be applied directly to the top
cross bracing be installed during truss erection, in
chord and gypsum sheetrock be applied directly to
accordance with Stabilizer Installation guide.
j
the bottom chord.
REACTIONS. (lb/size)
2 824/0-8-0 (min. 0-1-8)
LOAD CASE(S)
• 5 = 551/Mechanical
Standard
Max Horz
2 = 322(LC 12)
Max Uplift
2 =i-210(LC 12)
5 =-252(LC 12)
Max Grav
2 = 824(LC 1)
5 = 551(LC 1)
FORCES. (Ib)
Max. Comp.�Max. Ten. - All forces 250 (Ib) or less except
when shownl
TOP CHORD
2-3=-578/169
BOT CHORD
2-5=-490/441
WEBS j
3-5=-590/655
NOTES- I
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60 1
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
Dead Load Defl. = 1/4 in
PLATES GRIP
MT20 244/190
Weight: 44 lb FT = 0%
IGartly•eRa;eNnaa;,'ynalre rae A�I tOU[nGfS(S;'Sitl(i�.GlE:Ist IFiW56(i'3G:19h1[GSf9�;•dUtijAO�OifF(�NFgrhax. IYdpdesitla pataafittf ldfFCdlilPf��fSrllfaeea¢btaiijQGU 6d nfla:aayl.itlR{IGI.t.i.Id11ee1eS5FeI Eda'!aal. U[IPRCEPfa:3l aadmlEarto, udy
k&I ra %'pdn Ad it nd6f.EDllheald d;a tmsa Deep h(bra;Ee, yiaienydapxae�j, hasedoegltOrtpess[; ea ai�+;sr:a dlEe pnfanlaaal fr atlerip reyslEdal6rtVe dnig.d lh vegle Tmas lgidN",r,joaat¢,aasipu. th kslp. tlss,np:ces, hade�cavaetls, ua{filet Anthony T. Tornbo Ill, P.E.
l litaladai(4?altllltltnt£ep1,so 0 UEilept(IEPa .1Eacam's Wdulu ajad.it,lddmpDWW,Itlk—fddlk,)$.nearedlh!eniEdlditpMeadjP:i.lhepprordelOreNGadaayWeea Ilhlmaa.hdditllwlicp.skxtpe,Iatllolm'ndmi'lthtll4etCerelpfaa111E¢d .' ¢ 8U�83
'SehikigGasguxaliCaAaiecllldeatala'rtiellalDaMlkepaeatcdpeidelbxsdtaa lig(xpmedSad!ylala¢feaa{iiA;rdl'sRedErtnerOS10—z l—dhiyemaEgNdeeix.'PIIdffitlnH:requs2ilC.aol6l:ndtlalmsCaiaea.bms0asip�ErAaaaradfnudacuGdnercdasl g4515t.Lude9lvd.
c{uNn kimdETandnnaned p umaep {yag pateaumlatld TkO Ceaiae 1.ri ais 306 e+a(ap Mayea. arLns SpaeahpaasdayhJfaj tlfr{ahLidnisiarendelsduRll
Copyright 0 2016 A -I Roof Losses -Anthony T.loolbo 111, P.F. Reprodvdion ODES dowwo, io any form, is (lift fled xithad Ae.'riiten peaasission bomA-I beffnissrs -Mthon y Morsho III, P.E. Fort Pierce, FL 34946
Job
Truss
Truss Type
Qty
PIY
PHOENIX REALTY - 65706
65706
J9A
Jack -Closed
1
1
A0035825
Job Reference (optional)
n r muui 'ru55e5, rur s riviuc, rL avawo, ae51gr1La IrrU55.Gom erim: u.uzu s Hug 1 Zu1 b mi I eK maustrles, Inc. I nu 6ep utf I VWXIb ZU16 rage 1
ID:HSelToU9d7eaEKtzidgglfyTWE= d929wMgVQpTbws7?Qzi7Jugxi?IyM?Vmlu?Tsgyfjyf
L -2-0-0 7-0-0 9-0-0
1 2-0-0 7-0-0 2-0-0
4x8 =
1.5x4 11 Dead Load Dell. = 3/16 in
3 4
axg = r 1. 5x6 =
7-0-0
7-0-0
LOADING (ps,
SPACING- 2-0-0
TCLL 30.0
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
1.f.TOO1!1-11
�nlerg-prougn>1P:yrn:ssrse'Ad tD0!IICSS(f1'SRRI�. Gfk71l RIWSdp]g0T0SS [DS[OkF S(NtON(CD511EGP6rs. teNff;igrgu�dnsnd mantesnunfns; G1 gc D.r+t!dQDP,�rsd U!ldssogI Lohr1P.i.(eleeeee!No(d—a. Us[ e!soierwsfstekdmlh, fell, it
M16—edaurtssidlhned lsf tms!Dedp!EyWar(ia, SfaieUf(egnefoke sado eeJ ltOregr!!xsa!rtgl sedlke g:dmMnl ersj!arrg re;g!nilkUay 6rlh duipd0!rrd17¢r. degcleln UaIDDo¢,sdsifdl. Ik�up nonyt:ttyt q¢sat¢m, es¢NCy Anthony. Tombo IIl P.E.
onflydsrurs6r nr biEteg is to nspm:tlliry lTlSe Da;�,Re Csceised¢!led ngedes fs hftj De i.,W@e¢dedofth W.6ett(adls!feak'11i!gate.171. ieeeff.,417S1 Too" yfie'dne rfits Tmn.lddigWag. stnsge.lnld@mae ad Wnjjsl!e11$11h"'11"1gi6¢fl y #8f1683 s
Iehi�lg0!sgrynd.avTlda.litmis;donhn!1DDadlhpen:mmdgft!Ircce!AIhSr7dig(aaquut5d!rylelnxdixe(e(SI;peS6;hdErlNadS!(denifln<rsedla}wmdg9Ln!./PldtefirtsBnfspaiRafussedlffiesdt!!I!ttiCfiIFE1L1MfDYfl(fAglrRJTniSd�aifY7PIM,[d111f 4451St.Luele8lvd.
&taNse idrcdU(pfGnn:ur:dsPo iscli6y7aliµines tsnl!d A!Lrsr Cella bgiunlsu011seWd¢gDfdnfi.aLess Sgxlm EgWlydmpseillag d'I sgilslmlhi¢rerenlefroiu TlI
C' pyrighlD 2016 Ad Real Trusses -Anthony T. Tomb fll, P.I. Aeprodonion ofthis dowmenb in cry form, is prohibited Wirral the written permission from A-1 Rodberses- Anthony 1. lom6o III, P.E. Fort Pierce, FL 34946
Job
Truss
Truss Type
4ty
Ply
PHOENIX REALTY - 65706 '
65706
VM02
Valley
2
�
A0035826
Job Reference (optional)
M 1 nooT 1 rasses, ron vierce, rt_ o4`J4b, aesignTmaTiruss.com
Run: 8.920 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 10:55:17 2016 Page 1
ID:HSeIToU9d7eaEKtzidgglfyTWE= 5LcX7hh7B6cSYOiB_hDMs5MEVPG15UkvwylOPHyfjye
2=0-0
2-0-0
6.00 F12 2
3
I
2x4 i
I� I
LOADING
TCLL 30.0
TCDL 28.0
BCLL I0.0 -
BCDL 7.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2014ITP12007
CSI.
TC 0.06
BC 0.02
WB 0.00
Matrix-P
DEFL. in (loc) I/deft Ud
Vert(LL) n/a n/a 999
Vert(TL) n/a n/a 999
Horz(TL) -0.00 2 n/a 1 n/a
LUMBER -
TOP CHORD 2x4 SP No.2
BCHORD 2x4 SP No.2
6) Bearing atjoint(s) 2 considers parallel to grain value
BRACING- D
using ANSI/TPI 1 angle to grain formula. Building
TOP CHORD
designer souverify capacity o
ishould i � p �f bearing surface.
Structural wood sheathing directly applied or 2-0-0 oc
7) Provide mechanical connection (by others) of truss
purlins.
to bearing plate capable of withstanding 100 lb uplift at
BOT CHORp
joint(s) 1, 2.
Rigid ceiling! directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
LOAD CASE(S)
cross bracing be installed during truss erection, in
Standard
I
REACTIONS. (lb/size)
1 =
89/1-11-8 (min. 0-1-8)
2 =
79/1-11-8 (min.0-1-8)
3 =
10/1-11-8 (min.0-1-8)
Max Horz
1 =
43(LC 12)
Max Uplift
1 =
-19(LC 12)
2 =
-46(LC 12)
Max Grav
1 =
89(LC 1)
2 =
79(LC 1)
3 =
23(LC 3)
FORCES. (16)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown!
NOTES- I
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exte'rior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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 3-610 tall by 2-0-0 wide will fit between the
bottom chord land any other members.
PLATES GRIP
MT20 244/190
Weight: 5 lb FT = 0%
s[�y.r,o<urr rrPr:P.tReafoornesu('SEItE1r6E67.tiEtLSd(i5D8 5s(SrOtl(r A)1r0DaEEktlElr6r.ixlCu![r[a[ters[e[ttd[[Osao3sTnuOnpO-hjJOT, iIs, Idlnrl.hot. ELH.46na[f5c 6 nurs[.Ude:sei cn[[m9mNiCU,a!
Rfi[lnuehs de[stall t[aed FxM1GDUIr uAd b[Tmss D'451b[er(I.e, SiellrlyEPlYkPI�,IIt[ " my 10"pn?ti mtiolq=b di4et:dmiasn[wir[errgi[;ssrilsi[at 6r lk,dn[,d lss s"ll,Terr dtrid[i.hMulj,ai0PP. 11,d9g[[s[[n' Anthony. Tombo IIl P.E.
i11I
aidurel Nfs nusl[ubli6eg isfle ngooLlilioMlie Oaysr,@[Ovr.[iwsr odadag[d[s dt lnlldy Desgem,ialh m[Ieaodlhd3i.11e34al lss DraEtsrllignde¢d1P:i. lta sgtrarddEx fDO pd¢t FdE esedlke lrcu. Uddi[pS?n3:Ice.c!v�;e.i[vUIkA[e ndounrgs6ollM l![mro[c!d y ff 80083 1,ht�Oasg.WC q mbar". todra, t[I uli. tit tit Val'. 1,11,1 el cta1Agr.Ma!der1.1nudi.(9%0jtit it Ott �[i[In[uM1u¢cma'.gol s'rlI4fi[rs Its r[�'bfims.1 Min I-itudadner,uJus 44515t. Lucie Blvd.
etn.in dd .1tTs ([reengsrM[gu q ariaq ks& icon Israiud ThLus Wag 111Asn n 1O1 tit Wol Wu1en. erUm Sry:em E[g®esr d[crldi!<y :g sgihtin!ses[ nsn 1[trrstir All Fort Pierce, FL 34946
Cnpytighl Etj 9Ulb Ad Raatlmsses-AnlhonyT.Tombolliril ReprodmWoa of this dommeaL in aay form, is pichibiied[+ithovi the ninon pesmissioa from Ad RoalTrust or- Anthony 1. Tombo Ill, P.E.
Job I
Truss
Truss Type
Qty
Ply
PHOENIX REALTY - 65706
A0O35827
65706 i
VM04
Valley
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, designealtruss.com Run: 8.920 s Aug 12016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Sep 08 111:55:17 2016 Page 1
I D: HSeIToU9d7eaEKtzidgq 1 fyTWE_-5LcX7hh7B6cSYOiB_hDMs5M96PF75UkvWYIOPHyfjye
2-10-8
2-10-8 1-1-8
2x4
1.5x4 11
3 3x3 11
LOADING (pso
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
TCLL 30.0
Plate Grip DOL
1.25
TC 0.34
Vert(LL)
n/a
n/a
999
TCDL 28.0
Lumber DOL
1.25
BC 0.09
Vert(TL)
n/a -
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL)
0.00 4
• n/a
n/a
BCDL 7.0
Code FBC2014/TPI2007
Matrix-R
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 1 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceilingldirectly 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 = 210/3-11-8 (min.0-1-8)
4 = 210/3-11-8 (min.0-1-8)
Max Horz
1 = 71(LC 12)
Max Uplift
1 = -54(LC 12)
4 = -66(LC 9)
Max Grav
1 = 210(LC 1)
4 = 210(LC 1)
FORCES. (16
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.)
I
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=S.Opsf; BCDL=4.2psf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exte'rior(2) zone; cantilever left and right
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) Plates checked for a plus or minus 0 degree rotation
about its center.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads
i
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.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 4.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 13 lb FT = 0%
E �roseUno ^ rsasa6e'2�1 IgOFIICs'.i
SIIUIEI'p6(H71[lEldiit(%fiDfll;3S(UiIBN�IU(Et'):;gNdIFR;dEEFPfak.l�'wup leras[Iert erE r[rdeeiecwdit rnsc[:xy D�r•u78eP r:iWl[i>ml.imh n,t,s.Iduam SxN![ssn tse. tlde[so3srxu[nd[(®Ite tGU, ad{ y
'vii[sesentpst:ldltr:d�nmo-inr[,tta,tm,uenp(t[n[:r,r..sl[nnraserr,.nttrn(ttanls:emuea[ampdeni,tneaer:esrrrmusirElrrne(m��iats+glrucrErtGidsrootdr.mi�Initseansrttm'!:rwtwgn:Fs,arout Anthon T.TornboIII P.E.
adardeisTmxhnq UiW:egkt7ertiCmvNluEoNSE'J51',REQwaeiseofn d[N pE:n frrl:ilshg ges ,win mieria'Ihe l?:.1Ye.F; ed lsn 4iafEalliagadr xdR.I. I6s spre'roldEx mOr,Mreyf[!E ace Urfires!. inddiat leos!aage.hfllms—f Lwgshall 4 file rnpniHl:¢d $88883 'l IeiEtig U?tam ns(mnaln. 111 whs sslrnie na UDadUe pctlansdpidsesAnastltig(Eapxd ieizry 6h�muirs(E[il;yLi.>tea lylisudSN.¢[ida[adk�pex[dgiana.rnl&fius B:re>gw irPCcs[d1[rresulssins:C[sipei.lrmsgesr�frcarn ai toss fkulr:Iner,nlrss 4451 St. Lucie Blvd.
a e[siteJd.lkyshrhn!needetaisfuerlileRpieesir�rEA Asinss&sipG{h:nissCiM1r&xtiioph9gees.alnssiiuem6psexdaryhilEay do��adi[EEm:t:rcesidcaiir�n Fort Pierce, FL 34946
EgpyrightV2016AdRoof Imsses-AmbonyLfombeIII: P.I. Reprodaninnofftisdocument inany form, isprohibitedwiShadthe.riltenpermissionhomA-1Roof Lunes-Anthony I.lombonl,P.E.