HomeMy WebLinkAboutRoof & Floor Trusses BP#11440 I 64.6" I OFFICE COPY F M°'; paekta-
1..4.,_4_,,. f 9'6" I 10'1"--+-6'3- I 24'6"
PORCH ORG. 0 9'•4•
0/BERMS BY BUILDER
3 3 N -/ - - - 3 5 `3 _ _ YOUR CONTACT FOR THIS JOB IS .IMPARTED FOR YOUR APPROVAL
— — C — 1 PHONE R321JON H903SSN11
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c;= I 0.c, cLc. TRUSSWOOO —_
SLG. °' Roof & Floor Trusses
ac.
�I _ 3620 Bobbi Lone Ir
' n P.O. Box 5366
F.F.
Q: 2 0: Q Q :0 '''. 0 i'0 tl N. N Cm _ = T l tusv i l l e, FL
Ii _ _ _ _ _ _ (':' : ' ...— --4..1 _' _• _ = 32783-5366 /i
Office: (321) 383-0366 BE '
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' ” CUSTOMER: Brevard Homes •
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WALL 1 JOB NAME: Oak Lone '•2" 10 ; f 1-
s'-+' DATE: 10/3/2014 ' , ^a
1 1'`—r 4'
;' 1 JOB NO. : 20057 ��
�% MODEL: Toucan 2377 �S s`:DRIDP`'1
— c ~ ,__ ' , 1 S,-NAL Eav
gU f. s, 1 *BUILDERS WARNING*
..3E 0.G' ',is'Lr' I H * THIS LAYOUT IS FOR PLACEMENT OF
s-4 :% 9•4 CLG• 1O m ENGINEERED COMPONENTS.
a ac: c°r�r f rL, * FOR ERECTION AND INSTALLATION
1 CLc.
(TEMPORARY AND PERMANENT)
9 +' FOLLOW INSTRUCTIONS ON BCSI-BI
c ,•_-
4
BRc. SUMMARY SHEETS RND FINAL
MI +�L' ENGINEERING SHEETS FOR EACH TRUSS.
+• All r - I I� `l' m z in '
T GEIE r, : * SEE FINAL ENGINEERING SHEETS
{{ –} FOR NUMBER OF GIRDER PLIES,
1 `v 1 I v= -- CONNECTIONS, WEB CONFIGURATIONS,
4 2. f--16.6• BRACING, TRUSS SPACING AND REACTIONS.
GE 10
i I. * ALTERATIONS AND/OR REPAIRS TO
m I TRUSSES MUST BE APPROVED IN
u ADVANCE BY OUR ENGINEERING
ENTRY Rib'.. 0 12'-0-
v 1 DEPARTMENT.
V/BENS BY BUILDER H138 1 + BRCKCHRRGES WILL NOT BE ACCEPTED
N 0. UNLESS OUR ENGINEERING DEPARTMENT
H118 t APPROVES THEM IN ADVANCE.
= ROB I CLC. * ALL PLRNS ARE NOT TO SCALE. DO NOT
21. SCALE ANY PLANS, IF DIMENSIONS RRE
H78 I _ MISSING OR ARE UNCLEAR, PLEASE
C • 1 c.)5 CALL THEIOFFICE TO GET THE
D�1 .. 3
c + 6J
EJ7f+
_ C * I ' I 1 LORDING: 201710 - 37 pof
I , I J.L. WIND RCEI TEDD ISO mph ENCL. EXP. C
n - -' -, u D�PITCH: 6/12Sh IrOh
u u u u I-I OVERHANG: 12"
CANT.: N/R
I36'6" I I 28, BEARING SIZE(s): 4" - 8"
SOUARE FT.: 3118
WILL HEIGHT Is): 9'-4- I J
I--: I 9' I 10' I 8'8"—•'-I•---5•8"—I 10'-8"
I 64'6- I 12'-0"
t.. S LAYOUT
�ER't�OG�R�l�1ft)OR�
THIS DWG. PREPARED BY THE ALPINEASCE 7-10, CLOSED bldg, not booted within 9.00
Toucan 2377 / Clpsf, wind lo oC dLwito nsf-
Job� (20057) Brevard Homes 150 mph wind, 15.00 ft mean hqqt, �`������
Ft from roof edge, RISK CAT II, EXP C, wind TC DL.-4.2
Top chord 2x4 SP_SP_14 _13B GCpi (t/-)-0.18 �� x �} 1 o�Yf
Bot cord 2x4.SP-itl_136 :83 2x4 SP_ti2_13B with additional C&C member design.
Webs 2x4 i3_136 - --
Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC Wind loads and reactions
based equally t4p4 ! PP+tmep6er'
Bottom chord checked for 10.00 fig non-concurrent live load.
Truss passed check for 20 psf additional bottom chord live load in areas with (a) Continuous lateralw
42" high x 24" wide clearance.
IIWFRS loads based on trusses locoted ott{e>s��'f5.Ob ft. from roof edge.
Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead
load is 1.50. Ste.brig .___
17'6"
J
AFF%CE
COPY• - X5
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CD 711)1iiiiiIIIIII;z7441411,14
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1112X4
T I. .._\_
,� 1'1"3
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36'6"
r•
36'6"
i9i R=1528# U=195# W=4'
R(R # U=209# RL-342/-341# W'8'�
(R 9 i d Surface) (Rigid Surface)
RIGHT JIG 633575
LEFT RARE = 1 : 1"7 REV. 13.01 .05.0725 SLE =0.2022
LEFT JIG = 21 4"13 TOTAL= 4
DESC. = Cl OTY= 4 TC LL 20.Opsf
PLT. TYP. WAVE DESIGN LRIT- 2007
-R INGli FTAN.
010) .•-WIND(
..W'RNINISH READ AWe OLLOL -LL NOTES .N THITC L 0 •0ps DATE 10-03-2014
R.f.r to and
..IMPORTRNT.m FURNISH THIS DRAWINGTOALL CONTRACTORS INCLUDINGTndr C f f ig 1y
rr .«. qu t saF.i µ �am 1°J broo .r ecsl. BC DL 1 O.Opsf DRWG
I fol lw tM iot.�*•eitlw+of eosin le�I ie`�ng „pon.n _
�,1,� �T otlo..prior to p.r, top g ord f tron.Pr.p.rto�Jl l.r. Ifor swans. t.roldbotrestraint of rebs JON
RUSSRTOOD .s."11,..:°":4;1.:114°.;""
i...natal properly ittoohed"e ceiling.
Locatio s shwas tr pernol .,sash lateral ndtmttoLeo. BC LL O .OPsf
shall hove o properly g� os o Iloobls. Rpp P _
.nal l hove broclrq on a.1.l,ow..obon* rs�.ot B�O1ei o°rt;i?:r „nl::.nota oth.r„... 37 .O eS� D/R LEN. 360600
rs���i.�������%i - r IT8 ,Id p... TOT.LD.
R.f.f to drorl Idthe for standard plate positions.
ITSnel
Sul IdI ConPo"•nts Groep Ino. shall not bs responsible for nny e.vl°ti°n from this drouing #: 2 DD57
382ODobbilers-TitusmMe,Flonda-32783 •nW Tailors 1 build the truss In°onfornon,ce with a+s ITI Ir or for handling 'ofI ns �� (ion DUR.FRC. 1 .25 JOB
b cI+g of truos.s. lull this n. The
Indlootw eoospPfOf COMN
wsson l on ml.draring or*over poen ase Th..,suitability 0and0•use of p.. drorine 24.0" TYPE
Ph: (322)-383-0366 . ,ensrl rssporslblllty.ally for y o d..len shorn. RNBI/TPI 1 Bso.2. SP RC I NG
fear,any steuotr.es Is the,.s.ponsybll Ity of the Building Cowper per and the.. b eit.s:
Fax:(321}383 0362 For ror. Infor.wtlon... this Job•gtICA: is pogo tr oon: ICC: rrr.ioosof..or9
ITVBCG: rrr.It.bcg.00n: TPI: wr.tprnst.ag: TCR: ...+r.sbo Indus y•
Job: (20057) Brevord Homes - Toucan 2377 / C1B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_*$2_13B •• The maximum horizontol reaction is 274# **
Bot chord 2xi, SP M-31
Webs 2x4SP_R3_138 150 mph wind, 15.00 ft meon hgt, ASCE 7-10, CLOSED bldg, not located within 9.00
ft From roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psi', wind BC DL-5.0 psf.
Lumber grades designoted with "138" use design values approved 1/30/2013 by ALSC GCpi (+/-)-0.18
Special loads Deflection meets L/360 live and L/240 tocol lood. Creep increase factor for dead
(Lumber Dur.Foc.-1.25 / Plate Dur.Foc.-1.25) load Is 1.50.
TC- From 56 pif at -1.13 to 56 pif of 14.00
TC- From 56 pif of 14.00 to 56 pif of 29.13 MWFRS loads based on trusses located of least 15.00 ft. From roof edge.
BC- From 20 Of of 0.00 to 20 Of of 9.68
BC- From 70 pif of 9.68 to 70 Of of 12.08
BC- From 70 pif of 12.08 to 70 pIf of 16.00
BC- From 70 pif of 16.00 to 70 Of of 18.32
BC- From 20 pIf ot 18.32 to 20 pif ot 28.00
Wind loads and reoctions bosed on MWFRS with additional C&C member design.
f 14 -I14
T =5X7
12
6 V
..- k-5X5
— -
N ahihh...-Z,' m 0)
N.
=4X4 (:4 _ =4X4 (Fa2)
E 28'
F° I 28' I "I
R=1335# U=164# RL=274/-274# W=8" R=1335# U=164# W=8"
(Rigid Surface) (Rigid Surface)
LEFT RAKE = 1 ' 1"7 RIGHT RAKE = 1 ' 1"7
LEFT JIG = 15'9"12 RIGHT JIG = 15'9"12
PLT. TYP.-WRVS DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-207(02)/ 0(0) OTY= 3 TOTAL- 3 SEO = 633200
REV. 13.01 .05.0725 9DFLE -0.2319
••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING!
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T C L L 20.O P S f REF
Trwu' au Irn.xir.M e n fobrlaoting, hondli�.g hlpp in.telli nd brool R.f•r to and
,i2Lk, folio..lb.inta't .clition of SCSI ]Sodding Conpon.nt sa�.ty In'fa�I;wtion, 47/rI one NCai'for safety TC DL 7 .OPSf DATE 10-03-2014
T '.v of ion.prior to p.rferning tMN fvnet io+r. Irrtoll•r.Shell proteid. i-�Po�'ory proalnq par SCSI.
R=)Ci Lt�OO� lean noted olh.rula., top 5hord.he 11 bona prop.rl et toohad.truoturol sheathing and D3iton ohord
Ll SS 'boll hove o prop.rl otlooMd Igld o.11lnnqq L000tl�on.Moun for pvnonant lotarol aetrolnt of wbs BC DL 10 O P s f DRWG
Moll how broomn.q I tolled par SCSI •.otibna 83, 87 or 810, os opplioobl'. Replyy plot.. to.00h foo.
f truss and posl:ion a shown above and on the Joint D.1.11s, unless noted othoru7s..
of to drool y !BOR-Z for standord plat.positions. BC L L O. O P S f JON
ITV Building Conpononts Group Ino. shall not Da ible for any d..iotion from this drouln8
3820BobbiLoie-TdiawLe.Flotide-32783 o failure to build the truss in oonfornoro.with RNS TPI 1, or for handling, shipping, Installation
Gracinngg of truss''' TOT.LD. 37. OPsf 0/A LEN. 28
Ph: (321)-363-0366 A'.el on this dowing or oovr page listing this drawing, Indloatwyaowptano•of professional
Fax:(321)-383-OC3G2
engineering uatuur."'is the r.sppon.ibiili it'y of tthheegBBu1 Building DTsssiig,'psi.l'RNBI/TP1 1 Seo.2hls drawing DUR.FRC. 1 .25 JOB # 20057
For worn Information. . thin os g.n.roi not..ppooggo and those web nit..: SPACING 2 4.0" C O M N
ITVBCG: uuu.itubog.00n: TPI: wu.tpin.t org: VTCB: u.w..abo nd.atry.00,: ICC: uw.:oosof..org TYPE
Job: (20057) Brevord Homes - Toucan 2377 / CIC THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_13B 150 mph wind, 15.00 ft mean hqt, ASCE 7-10, CLOSED bid not located within 4.50
Bot chord 2x4 SP_#2_138 ft from roof edge, RISK CAT II, EXP C, wind TC L4.2 psf, wind BC DL5.0 psf.
"Webs 2x4 SP_#3_13B GCpI (+/-)-0.18
Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC Wind loads and reactions boxed on MWFRS with odditionol C&C member design.
Deflection meets L/360 live and L/240 total load. Creep Increose factor for dead Bottom chord checked for 10.00 psf non-concurrent live load.
load is 1.50.
MWFRS loads based on trusses located of least 7.50 ft. from roof edge.
F 5.8.. I 6'
=4X4
T T
II
12
6 V
m
co (o
.
(7)
co co
3X4 (B1)
=3X4 (A1)
63
1 1 41 1
fft m2x4 5— !''
11 '8' .-
1-
f 11 '8' -J
R=440# U=158# RL=96/-99# W=4" R=443# U=159# W=8"
(Ri9id Surface)
(Ri9id Surface)
LEFT JIG = 6'7"
DESC. = C1C RIGHT JIG = 6' 10"7
•
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-207(0Z)/0(0) OTY= 1 TOTAL= 1 SEC) = 036
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI REV. 13.01 .05.0725�LE =0.6442599
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T C L L 20.0 p S f R E F
Trove e require Satre... a In Fobrieoting, handling ehI ppI In.tellinq end broolnq Refer to and
folla.,the latest edition off SCSI (Building Component safety I fa)�wotlon, TPend vTCAT for safety
a,Ia..prior to p.rforml ilea. f nail&s. IM}OIIMt.hail pr,.ld. t«°yparar braalny .r eat.t TC DL 7 .Opsf DATE 10-03-2014
isWoob �...rated ath.rwl.., ,� d.nal I properlyy attaah.d.,rwatwral .h.athl and bona mord
.boll hove o properly attached rigid exiling. Loot Shown For permanent lateral Int of webs DL 10.O p s F'
shall hofe bracing installed p.;SCSI 5.0,Ion.03, B7 or 810, a.opplloobl.. Apply plot.. to each face
BCi DRWG
f trues and position as shown bow and on the Joint D.tol Is, unless noted otherwise.
Refer to rawinngqss 1608-Z For standard plot.positions.
BC LL O O p s i JON
ITV Building-Components Group Inc. shell not W responsible for any deviation from this drawlng
3620 8obbi Lane-Tttusnlle,Flonde-32753 o Collura to build the truss In conformance with RNS TPI 1, or for handling, shipping,
bracingt" of tr,,.s.s. ns� pp nee installation TOT.LD. 37 .Opsf 0/A LEN. 110800
Ph: (321)-383�36fi R set On this drawing or esv.r pope listing this drawing, Indloates soesptones of profses lanai
engineering responsiblIlty solely for the design shown. The awlt.bllity end vee of this drawing
Fix:(321)-383-(0362 for ony.tr.otune is the rs.ponsiblllty es
of the Building Designer loon RNBIITPI I $.o.2. DUR.FRC. 1 .25 JOB #: 20057
For more Information see this Job•general notes page and thea.web site.:
171113CG: wu.Itwbcg.00m: TPI: ww.tpin.t.ory: VTCR: ww.sboln iry.00,: ICC: ww.,.Iaa.of..org SPACING 24.0" TYPE SPEC
Job: (20057) Brevord Homes - Toucan 2377 / CID THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_i12_13B 150 mph wind 15.00 Ft mean hot ASCE 7-10, PART._ENC. bldg Located anywhere in
Bot chord 2x4 SP_il2_13B roof' RISK CRT II EXP C, wind TC DL4.2 sF wind BC DL-5.b psF.
Gebs 2xL SP_*l3_13B GCp i (+/-)-0.55 P '
Lumber grades designated with "13B" use design volues approved 1/30/2013 by RLSC Wind loads and reactions bused on MWFRS with additional C&C member design.
Deflection meets L/360 live and L/240 total loud. Creep increase factor For deod Bottom chord checked For 10.00 psF non-concurrent live lood.
load is 1.50.
4' 4.. I• 4' 4" -I
-,-- =4X4
INN T T
N
12
m 6 V
c.0 U) U)
--,
N
—4 --,
=2X4 (AI) =2X4 (A1) -� ~
N N
El
igi 1112X4
it
F 8'8' I
H- 1 . I 8'8" 11 ' ---"I
R=387# U=227# RL=111/-111# W=3" R-387# U=227# W-3"
(Rigid Surface) (Rigid Surf ace)
LEFT RAKE = 1 ' 1"7 RIGHT RAKE = 1 ' 1"7
LESC,JIG CID 0-2 RIGHT JIG - 5'0"2
SE0 - 633153
PLT. TYP.-WAVE DESIGN CRIT-FBC201oRES/TPI-2007 FT/RT-20z(Dr)/0(0) O T Y- 2 TOTAL— 2 REV. 13.01 .05.0 7 2 5 SLE —0.7109
••WARNING1ee READ AND FOLLOW ALL NOTES ON THIS DRRWINGI
••IMPORTRNTee FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T C L L 20.O p S f REF
,,f2L, Tr,.e. require .creme n fobrlootl Wy hondllnnqq ahlppppins installingend bracing. Refer to and
follow the latest edition of SCSI (Building'Cb.'Ipaevnt SSFety 7'Mor:wtlon, by TPI and VTCRT for safety
�T 6.., pprr otic..pylar to perfarwlnS they rwnatlons. In.tall.rC.Rall provide temporary bracing per SCSI. TC DL 7 OPSf DATE 10-03-2014
RjT(l((w°°D Unless rated otMwlN, top ohord.hal I hove •proper' attached structural r»athln9 and balls. ohord
8�111►►771/77 enol I nope o properIy ottocMd 1 ld 0.1I Ing. L000tYon.ahoun for permanent lateral Int of webs
.hall h.•braal netall.d pew�cSI eorlons Ba, e7 or BID, a.oppllaabl.. Applyplat.. to each fou BC DL 1 0.0 P S f DRWG
' �1..... R cera...°d,1,coe�160R Z fo atondordabove°nl oto the Joint Detal I., unless noted otherwse. BC LL 0.OPSf
p pposltlo... JON
ITV Build ing oeponenta Group Imo, e11m11 oT W nelDle for any ondlins, frog this nstalrnpq
3820 EObLi lar.-Trtutvae,F7o'id.-32783 o acing o to build the truce in conformance with RNS TPI 1, or for handling, shipping, installation
cwbr°olng of crus.... TOT.LD. 37.OpSf 0/R LEN. 80800
Ph: (321)-383-0066 A see) on this drawlnp or oaver page listing thle drop
wing, Indloate.000tenoe.f professional
engineering responsibility solei shown,for the d..lgn own, The suitabll!ty end u..of chi.drawing
Fax:(320-383-0(;6,2 for any structure is the r.sponsiblilty of the Building Designer per RNAI/TPI 1 8.o.2, DUR.FRC. 1 .25 JOB # 20057
For more Inforwntion w. this job.general notes poseand thea b site.:
ITIIBw
CG: w .ltwbag.com: TPI: www
.tpinet.org.YTCR: u ..boln 'try.aon: ICC: www.,00.afe,org SPACING 24.0" TYP E CONN
Job: (20057) Brevord Homes - Toucan 2377 / C2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_142_136 150 mph wind, 15.00 Ft mean hat, ASCE 7-10, CLOSED bids, not locoted within 9.00
Bot c ord 2x4 SP_111_13B :B3 2x4 SP_U2_13B: Ft From roof edge, RISK CAT II, EXP C, wind TC DL-4.2 psF, wind BC DL-5.0 psF.
Webs 2x4 SP_U3_13B GCpi (t/-)-0.18
Lumber grades designoted with "13B" use design volues approved 1/30/2013 by RLSC Wind loods and reactions based on MWFRS with additional C&C member design.
Truss possed check For 20 psF additional bottom chord live lood in oreos with (a) Continuous loterol bracing e9uolly spaced on member.
42"-high x 24"-wide clearance.
Bottom chord checked For 10.00 psF non-concurrent live load.
DeFlection meets L/360 live and L/240 total load. Creep increase Footor For dead
load is 1.50. MWFRS loads bused on trusses located of leost 15.00 Ft. From roof edge.
f 19' -I 17'6"
T
-=7.
XS
T T
12 3X \313X5
m 6 �/
03X..."
m u4
o -�
o, k2X (a) a) 3X6 Cr) -
o 0
1.
=4X5 J \` 1112
3 .,_ •r __ , 1'1-3
- _ _ = t = .308 =,3X 3 = 8@J) ���4X611 I
s) i
F"--= 1 33'6"5
N
F- 1 36'6"
R=1473# U=198# RL=342/-341# W=8" R=1519# U=195# W=4"
(Rigid Surface) (Rigid Surface)
R=212# U=16# W=11 "5
(Rigid Surface)
LEFT RAKE = 1 ' 1"7
LEFT•JIG C221 '4"13 RIGHT JIG - 20'0"15
SED = 633367
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-202102)/0(0) QTY- 1 TOTAL- 1 REV. 13.01.05.07 2 5 g L E -0.2022
•*WARNING!*• READ AND FOLLOW ALL NOTES ON THIS DRAWING!
•*IPIPORTRNT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T C L L 20. O p Sf' R E F
Truss.. • Ir. wtr.n• In fabrloot in�gg handling, !shopping, In.tellinq and broolnnqq Refer to and
follow the latest edition of SCSI (Building Cenponent Saety Inforatlon, by TPI and VTCM for fety
aria..pr lar to p.rforming thee. fwrorlone. IrotolI..:iMll pronIdo t.mporory brool 9 ppeerr ecsl. TC DL 7. OPSf DATE 10-03-2014
1pLk
USSWOOD lees rated otherwise, top Mrd.hel l hove proper, ottooMd twotwroi wothing and bot9on hard
shall heve a proper,y of tooMd I Id oel ling. L000tly0.' shown For p•rmonent I I Int of b.
ohall hey.braalnyq ISetall.d p.� �csl ..orlon. e3, e7 at eta, a.oppiloobw.. Applyy plate• to wan roo. BC DL 1 0.0 P S f DR W G
f truss and position a shown above and on the Joint Details, unl•se noted 0th.......
Refer to pro..nnggee 1SOR-Z for standard plate positions, any BC LL O O P S f JON
ITV Bwilding-Components Group Ino. shell not be es blo for deviation from this drawlng
3620 Bobbi L.Ia-TeusvlLe.Flo,d.-32783onoilure to build the true. In oonfornono•with ws/TPI 1, or for Mndllng, shipping, install.}Ion TOT.LD. 37 0 Sf
t bracing of trues...
Ph: (321)-363-cess R seal on this drawing or obeyer pug. Ilating thi.avowing. Indlootee ooepton.of Motonel P D/A LEN. 360600
.ngIn..ring reepen.Iblllfy.ol.iyy for the design shown. The s.ltebl lityy end uso of the prowl
Fax:(32l)-383-MM Par any■trwotur. I.the r.apenelblllty s of the.adding Designp.r RNBI/TPI 1 S.o.s. DUR.FRC. 1 . 25 J 06 #: 20057
For mar. Information see this,lab.gob.raw notes page and the.. web.it.s: g S P R C I NG 24.0- TYPE CONN
IiVBCG+ ww.ltwbog.00m: TPI: wsthus Job•aen ww.sbol g tr oon: ICC .It..osofa.or
Job: (20057) Brevord Homes - Toucan 2377 / C2C THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_138 150 mph wind, 15.00 ft mean hot, ASCE 7-10, CLOSED bid not locoted within 9.00
Bot chord 2x4 SP_#2_138 Ft From rooF edge, RISK CRT II, EXP C, winIC OL-4.2 psF, wind BC DL-5.0 psi'.
ciebs 2x4 SP_#3_13B GCp1 (t/-)-0.18
Lumber 9rodes designated with "138" use design volues approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with odditionol C&C member design.
Left end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live lood.
MWFRS loads based on trusses located of least 7.50 Ft. from roof edge. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead
L 5 10 I
lood is 1.50. 5' 10" 1
E
=4X4 =4X8
T 1 Atilltr 12 T
(0
co co
CO
CO CO
CO
CO CO
=3X4 (Al)
i I =am
4 3
1113X5 =3X4
_ 11 '8" —
F- 11 '8'
R=442# U=181# RL=24/-110# W=4" R=440# U=144# W=8"
(Ri9id Surf ace) (Ri9id SurFace)
LESC,JIG -C2C 8 '3 RIGHT JIG = 6'8"3
SEO 633134
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20Y(Di1/ 0(0) 0TY- 1 TOTAL- 1 REV. 13.01 .05.0725 9BRLE —0.6499
••WARNINGI•• REPO AND FOLLOW ALL NOTES ON THIS DRRWINGI
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T C L L 20. O p S F R E F
Tr..ss require mtr.m0 n fobrioutl handling, shI ping Instolll and brool Refer to and
folio..the latest.dltlon of SCSI (Building Component Gorety shipping, by TPI and VTC for safety
pp aotlas.prior to p.rfornlny tine..functions. Installer.:hall pravld.t«,porary braalny pper SCSI. TC DL 7 O P S F DATE 10-03-2014
Ri](t(Y�OO� shines noted properly a top hord shall hove property ns shown F ruotrroI nt let ra and botion oherd
USSWOOD hove o properlyy ollooMd Igld cel ling. Locations shown for permanent lateral restraint of webs BC DL 10.OPSF ORWG
shall hove bract ihstolled per SCSI tion.83, B7 or 810, as applicable. Apply plates to«01.face [�
=� RSFer to draw rr++gg.s*ion as shown above and on the Joint]BOR-Z for standard plots posits O.tollsr unless rested otherwise. BC L L O OPS r
ITN Building-Components Group Inc. shall not bo responsible for any deviation from this drawing JON
3620Bobbolaio-Trtiavife.Fiarids-32783 any failure to build the truss in oonformonoe with ANSI/TPI 1, or for handling, shipping, Installation
I.brace of trusses. TOT.LD. 37 .OpsF 0/R LEN. 110800
Ph: (321)-383-a366 A s«l on this drawing or sever pegs Ii.t ing this drowing, Indicates seeptones of professional
.nglnsoring responsibility solely for tn.design shown. The suitability end use of this drouing
Fax:(321)-383-0362 for any structure le the responsibility of the Bud esNSs
ding Designer per 41/TPI 1 o.2, DUR.FRC. 1 .25 JOB #: 20057
For mar. nformatlan.« this lob.general nc,.s page and tn...web.It..: TYPE SPEC
ITNww
BCG: w.itwbcg.con: TPI: w .ipinet.org:VTCB: www.sboindustry.oem: ICC: www.leosof•.org SPACING 24.0"
Job: (20057) Brevard Homes - Toucan 2377 / C3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_02_138 Negotive reoction(s) of -425# MAX. (See below) from o non-wind load case
Bot chord 2x4.SP_*2_13B :B3 2x4 SP_#1_138: requires uplift connection.
Webs 2x4 SP_#3_138
150 mph wind, 15.00 Ft mean hat, ASCE 7-10, CLOSED bldg, not located within 9.00
Lumber grades designoted with "13B" use design values approved 1/30/2013 by RLSC ft from rooF edge, RISK CAT II, EXP C, wind TC OL-4.2 psf, wind BC DL-5.0 psi'.
GCpi (•/-)-0.18
(o) *3 or better scab brace. Some size & BOX length of web member. Attach with
10d Box or Gun (0.128"x3",min.)noils 0 6- OC. Wind loads and reactions based on MWFRS with additional C&C member design.
Deflection meets L/360 live and L/240 total load. Creep increase factor For dead Bottom chord checked for 10.00 psf non-conourrent live load.
loud is 1.50.
MWFRS loads bosed on trusses located of least 30.00 ft. from roof edge.
Left bottom chord exposed to wind.
E6 19' { 19' 1
X5
T
12 '3X 3X4
co 6 .°3>('--
3X II 3X5
0 1112X (Q) illllllll' \ U, In
O i3X� 1111111111111 3X4 O O
III
=3X5 ► 1-8 -_ _ 8
,-4 63 jIiiiimii....._. ,, =3X5 (R1)
�3 I."00_:„
_ _
=3 4 6 (R) 1
f+4' 11 "11 1 33'0"5
F~ I- 9'8" 413[ 14'0"6 -'1 13'3"10
f 38'
R=22/-426# Rw=101# U=309# RL=377/-377# W=8" R=1229# U=199# W=8"
(Rigid Surface) (Rigid Surfoce)
R=2028# U=264# W=11 "5
LEFT RAKE = 1 ' 1"7 (Rigid Surface) RIGHT RAKE = 1 ' 1"7
LEFT_JIG C321 '4"13 RIGHT JIG = 21 '4"13
SE0 = 633395
PLT. TYP.-WAVE DESIGN CRIT-FBC2OIORES/TPI-2007 FT/RT-20010Z)/01D) O T Y= 1 TOTAL- 1 REV. 13.01 .05.0 7 2 5 5231 L E -0. 1896
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
••IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.0 P Sf REF
�I/', Trumps..roc/wire extreme ore In fabricate q handling shipping, Install,nq nd broolq R.fer to and
� follow the lofest eition of SCSI (Bu11dI 9 fabricating,
Safety Inferwtion, by TPI and VTC'R7 for we,
�] ,.G prwtlea prier to prfernlr+g thea fwrwtians. Irrteller..helI pre„Id.t•nporory broom*per Bcsl. TC DL 7 OPsf DATE 10-03-2014
BUSSOOD lee.noted ofMrula, top shard.hall heve pr.perl oftooh.d truoturol .I.ethl xJ oto bEttow ohoed BC DL 1 0.OPSi
t.111�711�J V�/ .hall ha:. prep.rly tteoh.d IB�Id...I InWg haN4on. hewn:er p.r,.en.nt 'Asp I .trent of woes DRWG
atoll has.baalnq In. shown
BGSI end
blh 63,Joint
or BIO, o•epllooble. ly*Iota to eeeA Cow
of erw.e and 171 onshown oboe.and on 1M Joint D•To11., wn i.•s notal otlwu7s..
.r.r to ildinnnoq. Isonefor aondord plate po..T1on.. BC L L O.O S f JON
ITV Building-Components IO.ng Zowpen.nta Group Inc. atoll not W rv.Dle for any d.vlot ion from this d-o...I P
3820 Bobbil.mn-TmnvIDe.Florid.-32783 on.. fol lure to build the true In conformance with aS/TPI 1, or for handl Ing, .hipping, In.tollo(lon TOT.LD. 37 .O(0sf
t Bracing of trues., 0/A LEN. 38
Ph: (321-383-0366 A sal on this drawing or wvr page listing thio drawing, indicates eee.ptonee of professional
engineering r•.pon.lbi l liy solelyfor sh
the design own. The suitability ua .ihis dewing OUR.FRC 1 . 25 JOB # 20057
Fax:(321)383 03GL c.....any.trwtwr• 1e the r..pon.bl l Ity of the Building Designer per MIBI
For nor. Information eee this Job•general note.pagge and thee. b site.:
ITEEC : ww.ltubcg.con: TP1: ww.tpinst.org: liTCR: ww.abclndustry.00m: ICC: uww.Iwwfe.org SPACING NG 24.0" TYPECO1N
Job: (20057) Brevord Homes - Toucan 2377 / C4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_138 150 mph wind, 15.00 F1 mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00
Bot clIprd 2x4,SP_#2_135 :B1 2x4 SP M-31: Ft From roof edge, RISK CAT II, EXP C, wind TC DL-4.2 psF, wind BC DL5.0 sf.
:83 2x4 SP_#1_136: GCpi (+/-)-0.18 P
Webs 2x4 SP_#3_13B
Wind loads and reactions based on MWFRS with additional C&C member design.
Lumber grodes designated with "13B" use design values approved 1/30/2013 by ALSC
(o) #3 or better scab brace. Some size & 80% length of web member. Attach with
Bottom chord checked For 10.00 psF non-concurrent live load. • 10d Box or Gun (0.128"x3",min.)nolls 0 6" OC.
MWFRS loads based on trusses located at least 30.00 Ft. from roof edge. Deflection meets L/360 live and L/240 total load. Creep Increase factor For dead
load Is 1.50.
Left bottom chord exposed to wind.
I- 19' -I- 19' 1
T = X5
12 0-3%
6 V 03X _` k-3X4 3X5
0 1112X 11111`
__=o) (x/111111►1 3X4 ro 0
m _
�2X 1111j111111111 O 0
A
= 5X7
�33X 1 : 1.;_ = CD
�, =3X5 (A1)
4010 .
=5X8 ev i 1'-. . j_
1
1 1114X. (R)
Fe 9' 10" I 28'2" .d
Fl— 9' 11 " 9 15' 1 -9 41 12'2-7 1 :--1
1-- 38'
R=415# U=269# RL=377/-377# W=8" R=1129# U=215# W=8"
(Ri9id Surface) (Ri9id Surface)
R=1470# U=173# W=8"
(Ri9id Surface) RIGHT RAKE = 1 ' 1"7
LEFT RAKE = 1 ' 1"7
LEFT JIG C421 '4"13 RIGHT JIG - 21 '4"13
SEO = 633420
PLT. TYP.-WAVE DESIGN CRIT-FBCSDIORES/TPI-2007 FT/RT-207(021/0(0) OTY- 1 TOTAL- 1 REV. 13.01 .05.0725 91E131LE -0. 1896
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING!
••It1PORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T C L L 20. O p s f R E F
Tr require extreme in fabricatenq handling, shipping, Installing and broom^+5 Refer to and
follow the latest edition of BCSI (Building fabricating, Safety Information, by TPI and VTCRI for safety
aria..prior to performing these furoti&v. Installers�eeli provide t.mporory bracing per SCSI. TC DL 7 OPS( DATE 10-03-2014
R=)Ct LY�OO� lees noted otMrwls•, top chord.hell hove proparl of toahed truoturol eheothln and
be ton chord
Il(7►7 shall hove o properly attached rigid oellln. b oot�ons shown For pernon.nt lateral netrolnt of webs BC DL 10. O p s f DRWG
shall hove bracing instolled per SCSI sections 83, 87 or 810, os applicable. Apply plot., to.00h face
shown of trw.s end position o, own above and on the Joint D.toils, wnle,s noted otheru7 se.
Refer to drawings 3608-2 for standard plot.position.. BC L L 0.0 s f JON
ITV Building-Components Group Inc. shall not be • Ible for any deviation from this drawing,
P
3820Bobbil-sne-Trtusv8le.Fiorida-32783 ors failure to build the true, in conformance with RNSS/TPI 1, or for handling, shipping, in.tollotion TOT.LD. 37. Opsf
brad of imaml.*. 0/A LEN. 38
Ph: (321)-m-0366 A mai on this droving or cover pogo listing this droving, indloatee 000.ptono•of prof„ ro
slol
engineering responsibility solely for the design shown. Tb.suitability end v.o of this drawing
Fax:(321)-383-0062 Pe .tnwtwr. I. the responsibility of the Building Designer pr 8141/TPI 1 s.,.2. DUR.FRC. .1 . 25 JOB #: 20057
ON
For mor. informotion see thio job•general notes pogo and the.e web sit..: TYPE C 0 M N
IT0Bw
CC: w.itwbog.00m: TPI: ww.tpinet.org:1TCA: ..wwww.loosafe.org ICC: w.ioo.efe.an SPACING 24.0"
Job: (20057) Brevord Homes - Toucon 2377 / C5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_U2_13B 150 mph wind, 15.00 Ft meon hat ASCE 7-10, CLOSED bldg, not l000ted within 9.00
Bot chord 2x4,SP_#2_13B :61 2x4 SP M-31: ft From roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psF, wind BC DL-5.0 psF.
:B3 2x4 SP_#1_13B: GCpi (+/-)-0.18
Webs 2x4 SP_U3_13B
Wind loads and reactions based on MWFRS with odditionol C&C member design.
Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC
(a) 03 or better scob brace. Some size & 80X length of web member. Attach with
Bottom chord checked For 10.00 psf non-concurrent live load. 10d Box or Gun (0.128"x3",min.)noils 0 6" OC.
MWFRS loads bosed on trusses located of least 15.00 Ft. From roof edge. Deflection meets L/360 live and L/240 total loud. Creep increase Factor for dead
load Is 1.50.
Left bottom chord exposed to wind.
F 19' _I 19' 1
X5
12 •�3X 3g yy
M 6 L �3X ` 3X5
0 1112>(., -'
/�0` \
CO (a) ��i0° 3X4 m (
m '-2X —= ii�������////1//// 0 0
'tip
2E 3Xs �i 1•; a.. _±,...-
8 15X7
1 =5X8 B3 =3X5 (R1)
Bl III X. (R) r,-
[""
['' 9' 10" I- 28'2" 1
F- 1 9' 11 " fl 16'2"11 -In- 11 ' 1 "5
I- 38'
R=416# U=269# RL=377/-377# W=8" R=1128# U=215# W=8"
(Ri9id Surroce) (Ri9id Surf ace)
R=1470# U=172# W=8"
LEFT RAKE = 1 ' 1"7 (Rigid Surf ace) RIGHT RAKE = 1 ' 1"7
LEFTFT JIG C521 '4"13 RIGHT JIG — 21 '4"13
SEO = 633445
PLT. TYP.-WAVE DESIGN CRIT-FBC2DIORES/TPI-2007 FT/RT-20X10X)/ 0(0) OTY= 1 TOTAL= 1 REV. 13.01 .05.0725 S7'IIBLE -0. 1896
••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING!
�� ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T C L L 20.0 p s f' R E F
To..♦the q..,r♦ wtr♦n♦ o n Dobr,00ttng, AoMl inq hipp,np' atollsnq nd broom. R.r♦r to and
1 rel lw.n let♦st ♦d,t ion SCSI [Solidi TO Sdf♦ty CONTRACTORS
, by 7PI onN Wit ror r.ty
�t ,,` praat,a.e prior to p•rrarning thaes ft/Notions.e. lnetall.re evil provide temperery brae, per SCSI.
T C D L 7 .O P s f DATE 10-03-2014
R Uw75WOOD ese noted properly., top 3hors shall he.e properly attached un trwt..rol sheath,rq and btrtToo ohord
.hull hove o properly TtooMd rigid ceiling. Leoot one Awn for p.rnan♦nt lot♦r3I restraint of bs F'
shell hove broo,nq I,..telied ppr SCSI .eat ler-B3, 87 or 810, o♦ pplloobl.. Rppl.J plat.. to esoA reap BC DL 1 0.0 P s(fes D R WG
(z?1 r trots and ppooss,T on 0s aho..n oboes and n the Joint O.to,I. unl♦es notal othvvls♦. BC L L 0 OPS r
Refer to dro..l n0 1608-2 For standard plot. obe re. JON
ITU&.,Id,ng To.ponsnts Group Ino. still not be ♦ Ibl♦Coe any deviation from this drawing,
3620 Bobm Lam-Trt,00i7 .Flo da-32783 Failure to build the tr..ss In oonrornon°o with ANSI/TPI TP! 1• or ror handling, shipping, Instolle(,on TOT.LD. 37 .OPsf
I.on,
°r truee..' 0/A LEN. 38
Ph: ($211-383- R seal on this drooing or Bever pogo listing this drawing, ,nd,eetse oaeaptosoe.r proresslonol
engineering responsibility sololy For the design shown. The.ultobllity and w.or this drawing
Fax:(321}383-0362 for°ny atroot.r• I.the responsibility or the Budding Designer per MSee
i.2.16. .2. DUR.FRC. 1 .25 JOB #: 20057
For sore Inrornot,on sae this job s gs seal notes pogo and thee. web sites: TYPE CONN
ITWBCG: ww.Itubcg.cow: TPI: www.tpinst.org: Vw
TCR: w.e ,.w
bclndustry.con: ICC: .Icosore.org SPACING 24.0"
Job: (20057) Brevard Homes - Toucan 2377 / C6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_13B 150 mph wind, 15.00 Ft mean hat, ASCE 7-10, CLOSED bid not located within 9.00
Bot chord 2x4 SP_#2_13B :B1 2x4 SP M-31: Ft from roof edge, RISK CAT II, EXP C, wind TC DL-4.2 psf, wind BC 13L=5.0 psi'.
Webs 2x4 SP_#3_138 GCpi0/-)=0.18
Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Wind loads and reoctions based on MWFRS with odditionoi C&C member design.
Co) #3 or better scab brace. Some size & BOX length of web member. Attach with Right end vertical not exposed to wind pressure.
10d Box or Gun (0.128"x3",min.)noils 0 6" OC.
Bottom chord checked For 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load. Creep increase foctor For deod
lood is 1.50. MWFRS loads bused on trusses located at least 15.00 Ft. from roof edge.
LeFt bottom chord exposed to wind.
I- 19' I 12' 4" —I 6' 4.8 --
T
==-
X5
03X
12 .,-; s'''. 3X4
ro 6 I/ 03X
0 1112Xu� ID
—4 —a)
-.4 -I
_ ------ m M
°) 2X. X =_.10 T o 0
2'4"3 m
Air
=3X4 1'►
li=5X8 =3X8 Iii5(b =3X4 =4X1U 1113X!: T
.L_ :3 - i 1_L 1
B1 III X. (R)
F 9' 10" I 27' 10"8 -I
Fl- 9' 11- fl 27'6"8 i
I 37'8"8 -1
R=409# U=223# RL=318/-278# W=8" R=1053# U=187# W-4"8
(Rigid Surface) (Rigid Surface)
R=1478# U=234# W=8"
LEFT RAKE = 1 ' 1"7 (Rigid Surface)
LEFT.JIG C621 '4"13 RIGHT JIG — 6'9"8
SE0 = 633462
PLT. TYP.-WAVE DESIGN CRIT-F6C2o1CRES/TPI-2o07 FT/RT-20s(oi)/o(0) OTY= 1 TOTAL= 1 REV. 13.01 .05.0725 3101LE =0. 1959
••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING!
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTDRB INCLUDING THE INSTRLLERB. TC LL 20.O p S f REF
_,I► True...require..trees oar. in robrloatl , handling shipping, In.tolli and brool Refer to and
/� roliow the latest edition or SCSI IBidding C epon.nt Sofety inroino,!on, by�Pl and ooIng pre,.. wr.t DATE ID-03-2014
few pr otla.e prior to p.rForning the.e rwrotl .i Inatoll.r..holl proved. t.,.porory brooing per BCSI.y T C DL 7 0 P S f
RUSSWOOD Uni,se natal otMr., lop ohord•hal l ho..proper) ottooMd or.,oturol .h.othing and bottom ohord BC DL l O.Opsf
Moll hove o properly ottooh,d,lppld oslllrnyR� b oot�ons shown For psrnon.nt lot,rol re.irolnt of webs DR W G
Shall ho.,.broolnnqq In.toll.d p..SCSI s.ot.dey 83, 87 or BID, o. pplloobl.. Applyy plot., to.00h foo.
r tris and posl,Ion os.hewn above and on the Joint Details, unless notal olh.rwTw. O 0 S f JON
Refer IT to drouings 7608-2 For standard plot.position.. BC LL
ITV BuIIdIn Zonpon.nts Group Inc. shall not B. ssponslbls for any deviation Frow this drawing,
P
3620BoblaIare-Titusville,F7o4a-32783 o Foul.,., to build the truss in oonrornonce with RtSI/TPI 1. or For handling, shipping, installotion TOT.LD. 37 O(�Sf 370806
a"�ooun�qo or trim.... 0/R LEN.
Ph: (3'm1)-383-0366 A sea on this droalno or oovsr pulp :toting thus drawing, indlaatw 000.ptanse or prof...lanai
engineering responsibility solely For the design&sown. TM suitabllttyy and use of this drawing
Fax:(321)-383-0062 rar any.trwatwre Is theresponsibility of the Building Dwane.per RNBI/TPI I S.a.2. OUR.FRC. 1 .25 J 0 B #: 20057
For won. infornotion se. this job m ge e.
TVroI note.pogo and these wpb sit,.: TYPE COMN
IBCG: wwww.Itwbog.cos: TPI: . .tpin.l.og: Vw
rTCB: w .sboir,dustry.00n: ICG: ww.ioowr..org SPACING 24.0—
Job= (20057) Brevord Homes - Toucan 2377 / C7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_138 150 mph wind, 15.00 Ft mean hat, ASCE 7-10, CLOSED bid not located within 9.00
Bot cJord 2x4 SP_#3_136 :61 2x4 SP M-31: ft From roof edge, RISK CAT II, EXP C, wind IC OL=4.2 psF, wind BC OL-5.0 psF.
GCpI (+/-)-O.18
Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design.
Co) *3 or better scob brace. Some size & BOX length of web member. Attach with Right end vertical not exposed to wind pressure.
10d Box or Gun [0.128"x3",min.)nails 0 6" OC.
Bottom chord checked For 10.00 psF non-concurrent live load.
Deflection meets L/360 live and L/240 totol loud. Creep increase Factor For dead
lood is 1.50. MWFRS loads bused on trusses located of least 15.00 Ft. From rooF edge.
Left bottom chord exposed to wind.
F* 19' —1 10' 4" _) 8. 4..8 -I
X5
12 03X 3X5
ro 61/ 03X
1112X =3X5 u�
o_ __ _ -•
0�' �2X _= o) X4• T T o 0
3'4"3 I) - ._i
_i co
ma
=3X4 AtissiNI -a.
= -
- __+'
. J1
rB1 - - cEii-- 1 _k1114X (R)
f 9' 10" I- 27' 10"8 1
F- 1 911 " II 27'6"8 1
F 37'8"8 I
R=416# U=208# RL=308/-252# W=8" R=1054# U=229#
(Rigid Surface)
R=1462# U=254# W=8"
LEFT RAKE = 1 ' 1 "7 (Rigid Surface)
LEFT JIG C721 '4"13 RIGHT JIG — 9'0"4
PLT. TYP.-WAVE DESIGN CRIT-F8C20I0RES/TPI-2007 FT/RT-20F(02)/0(0) O T Y- I TOTAL= I REV. 13.01 .05.07 2 5 L E =0.1 959
+*WARNINGI*• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20. OpSf REF
**IMPORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Tresses regwire ntr.me o In fobr looting hondlinq hipping Installing and brewing. Refer to and
follow tho lotset edition of SCSI (Building Cd.panent Safety InfoPmotlon by TPI end BURY for sefoty
�T ,-r, en oes prior to p.rformi the.. furetions. mato hero iholl provide'tanporory breo ing per SCSI. TC DL 7 . 0psf DATE 10-03-2014
R USS
I(1 Ct�OOD :lees rated othsr.lse, top Sherd poll hoe.propsrl ottoohed atruoturoI .Moth) end bottom Chord
I SS hall hove a properly ottooMd rigid coiling. L000tTons aho..n for p.rronent lateral Int of be
shall hove brool 'metalled per SCSI tions 63, B7 610, c.applicable. Apply plats.to each vac. BC DL 1 O.O p S f DR W G
of truss and position o shown obey.and the Joint Detail., unless noted otherwTso.
Refs,. to drowings 160A.Z for etondord plot.poaitlon.. BC LL 0.O p s f JON
ITV BuildingComponentsGrowp Inc. shall not W responsible for any deviation from this drawing
3620 Bobbila--TilusviTe,Flotids-32783 o failure to bwiltl the truss in conformance with AILS/TPI 1, or for handling, shipping, installation
` serial
of trwse... TOT.LD. 37. Opsf 0/R LEN. 370808
Ph: (321)-383-0366 R seal on this trowl n8 or Cover pogo listing this drawing, Ind laotes 0000ptoneo of professional
engineering reoponsibl I lty solelyFor the deolgn shown. The suitabilityuse uof this drawing
DUR.FRC. 1 .25 J DB # 20057
Fax:(321)-38U3 3- for any etruot,r. Is the responsibility othe Building Designer per RN8I/TPI 1 S...2.
For more information see this job s general note.pogo end these web sites:
ITVBCG: www.itwbog.00m: TPI: wu.tpinet.org:AITCA: www.eboind.otry.00m: ICC: woo.Iooeofe.org S P RC I NG 24.0- TYPE C O M N
Job: (20057) Brevard Homes - Toucan 2377 / C8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_138 150 mph wind, 15.00 Ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00
Bot chord 2x4 SP_#1_138 :81 2x4 SP M-31: Ft from roof edge, RISK CAT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf.
Webs 2x4 SP_#3_138 GCpi (+/-)-0.18
Lumber grades designated with "13B" use design values approved 1/30/2013 bg RLSC Wind loods and reactions based on MWFRS with additional C&C member design.
(o) #3 or better scab brace. Some size & 80X length of web member. Attach with Right end vertical not exposed to wind pressure.
10d Box or Gun (0.128"x3",min.)noils 0 6" OC.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load. Creep increose Factor For dead
load is 1.50. MWFRS loads bosed on trusses located of least 15.00 ft. From roof edge.
Left bottom chord exposed to wind.
1' 19' 110'5"8 I_ 8'3•• 1
X5
12 ;33X5
co6 -' 03X0111111;1;11.11°11.1111.111111".1.1111.1.
`.
0 012X =3X5LO LI)
°' k2X :_ . - : T T .CD CD
.3'3-7 I- --1 -"
'T.
=3X4 - ► 1 - E—
.: _ -
1 '= 4
' clii: N,
E III X. (R)
F- 9' 10" I- 27' 10"8 d
F- 1 9' 11 " H 2768 i
F 37'8"e 1
R=416# U=209# RL=308/-254# W=8" R=1054# U=227#
(R i 9 i d Surf'cce)
R=1463# U=252# W=8"
LEFT RAKE = 1 ' 1 "7 (Rigid Surface)
LESC.JIG C821 '4'l3 RIGHT JIG = 8' 10"S
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI.2007 fT/RT-20z[Oz)/0(0) OTY- 1 TOTAL= 1 SEO = 633510
REV. 13.01 .OS.0725 571111LE -0. 1959
••WRRNINGI•• READ ANO FOLLOW ALL NOTES ON THIS DRRWINGI
••IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T C L L 20.0 P Sf R E F
Trwe.e require extreme o in fobrlootl hondll shipping, In.tolll.q and broolrW Refer to and
follow the latest eition of SCSI (Building CConpon.nt Safety I"nrormotlon, by 7P1 end VTC&•for safety
1.e.. collass prior to perfermin9 th.ee:..nada... 1n.toll.re st.oll provide. te.mporory braving .r SCSI. TC DL 7 0 sf DATE 10-03-2014
R=1�(t OO� Unlsaa rot.d otMr lee, fop ohord shall hove prepsrl ottoohod eirwturol sheathing and bottom chord
tl 17 shol l h o properly etlooMd Ig Id oell ln9. L000thon.sho.w.for perwn.nt lateral satrolnt of webs
.Hall Ian.braolnq I etnli.d P•�SCSI olio r B3, e7 or 810, a.applicable. Applyplot.. to each Foca BC DL 1 O.O P S DRW G
of truss end ppoossliion o horn above and on the Joint 0.tolls, wnl..s noted othorwIse.
Refer to drowl ngs 1608-Z for standard plot.positlona, BC LL O•OPS F
JON
ITV Building-Conpon.nts Group Inc. shall not be rosgonsiOlo for ony deviation fro..this drawinngqt
3820 8ob1iLare-TRusviLo.Florida-32783 ny fallwre to build the truss In conformance with ANS TP' 1, or for handling, shipping, installation
i 6resi of tris dr TOT.LD. 37 Opsf 0/R LEN. 370808
Ph: (321)-383-0366 R s.a'� on this drawing x Sever peg. listing this drawing, Indloet.e oowptenos of pref...iorol
engineering responsibility solei for the design shown. Tb.scitabillty and wee of this drawing
Fax:(32I)-383-0362 for.ny structure Is the ..podesignbillty of the Building Designer per RNBI/TPI 1 S.o.2. DUR.FRC. 1 . 25 JOB 4: 20057
For more information• . this Job s general rotes pogo end these web sites:
(TWSCG: w..It.bo9.00n: TPI: wwww
.tpinst.org:1TCR: w .sboindusiry.00n: ICC: o .Ioosof..or9 SPACING 24.0- TYPE CONN
Job: (20057) Brevard Homes - Toucan 2377 / C9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_136 Negative reaction(s) of -199# MAX. (See below) From a non-wind lood case
Bot chord 2x4 SP_#2_136 requires uplift connection.
Webs 2x4' SP_#3_136
150 mph wind, 15.00 ft mean hot, ASCE 7-10, CLOSED bldg, not located within 9.00
Lumber grades designoted with "13B" use design values approved 1/30/2013 by ALSC ft From roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf.
GCp i (+/-)-0.18
(a) #3 or better scab brace. Some size & 8OX length of web member. Attoch with
1Od Box or Gun (0.128"x3",min.)noils 0 6" OC. Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 pet' non-concurrent live load. Right end vertical not exposed to wind pressure.
MWFRS loods based on trusses locoted at least 15.00 Ft. From roof edge. Deflection meets L/360 live and L/24O total load. Creep increase factor For dead
Left bottom chord exposed to wind.
load is 1.50.
f 19' -I- 12'5"8
-r = X5
03X
12 ` 3X5
M 6 1....../ �3X a 3X4
o �3X= Ifffltl In (n
(a) i►1i
m k2X ►ll�llfl�lrlf X5 —,L 8 T r o 0
111 T
�) 'III 2.3-7 l>
=3X4 v� •o 111112X4 — v s v
�3 `" _ � . i =3X8 1
_.1[=3X8 4 1 y
f 9'8"3 I- 28'0"5
1
- 1 16'2"15
N I 10'8-8
f 37'8-8 {
R=246/-199# Rw=367# U=256# RL=318/-279# W=8" R=927# U=172# W=4"8
(Ri9id Surface)
(Ri9id Surface)
R=1953# U=282# W=11"5
LEFT RARE = 1 ' 1"7 (Ri9id Surface)
LESC.JIG C921 '4"13 RIGHT JIG 6'7"14
PLT. TYP.-WAVE oESIGN CRIT-FBC20IORES/TPI-2007 FT/111.i20.7102)/O00) OTY= 1 TOTAL= 1SED = 633544
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI REV. 13.O1 .05.0725 3ID�LE =0. 1923
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T C L L 20.O p S f R E F
Trusses require extreme in Fabriocting, handling, shipping, In.tollinpand brawl Refer to and
Folio..the latest edition of BCSI !Building Component SSFety InFOFroteon, by 7P1 and..TCR) For sofsty
„G pprraotloe.prior to p.rrorm,ng th...f„natlon.. Inetailors shall provede temporary brocin per SCSI. T C DL 7 .O P s f DATE 10-03-2014
ipLk,*TLt(t OOJ� Unles noted alb.'iiee, top chord.hull hove proper) altoohed strwotwral sheathing and bottom chord
�11SS .hall hoe.o properly ottoohw lg�ed oselln6. b oot�o�.te.,n nor permanent lateral r. trolnt or be DRWG
.hull hew brooenq irotolled per SCSI .cot cone 83, B7 or 810, o.oppliooble. Rppl4 platse to Bosh foo. BC DL 1 O.OPS f
of trues nd i7len oe shown bove onl on the Joint Details, unless noted otherwise.
Ref.,. to amainn'�. IBDR•z For etondord plot.po.etlo .. BC L L O. O P s f
TTY Building-Component.Gra.q Inc. .Hall t a iblo for any deviation From this drawing JON
38213Bobbiimie-Tidesvi3-,PkwIda-32'783 o Foilure to build the trues in oonformonc. with ANSI TPI 1, or for handling, shipping, installation
bracing of t .. TOT.LD. 37 .Opsf 0/A LEN. 370808
Ph: (321}3$3-O3r� A seal an this drawing or cover page lisTing the.droving, Indlaetse see.ptaroe of professionalengineering respon.lbility eol.ly for the design shown. The ewltobi illyy end use of this drawing
Fax:(321)-363-0362 for any Strwotor• is the responsibility of the Building Osslger per 1.01/TPI 1 Bso.2. DUR.FRC. 1 .25 JOB #: 20057
For more Information see this Job a ge oral rotes pogo and these web sites:
ITVBCG: www.Itwbag.com: TPI: www.tpinet.arg: v CR: .w.eboendu.try.eon: ICC: ww.loosof..org SPACING 24.0" TYPE CONN
Job: (20057) Brevard Homes - Toucon 2377 / CJI THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#3_138 150 mph wind 15.00 ft meon hgt ASCE 7-10, CLOSED bldg, Located anywhere in
Bot chord 2x4 SP_#3_13B roof, RISK CAT II, EXP C, wind TC OL-4.2 psf, wind BC DL-5.0 psf.
1GCpI (t/-)-0.18
Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC
Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load. Creep increase factor For dead
load is 1.50.
R=-14# Rw=27# U=31# NAILED
I =2X4 (R1) T
12 Ortir/
•
0
0
H
�.
ro i,,
I •.1 ___. ,
Iiiiiiiimiligs
Iiiiiiii::::1111111
i _,_
I. 1 ' I— 1 ' {
R=151# U=76# RL=39/-28# W=8"
(Rigid Surf ace)
R=11/-2# Rw=19# U=12# NAILED
LEFT RAKE = 1 ' 1 "7
LESC,JIG CJ1 '3-12 RIGHT JIG = 2' 1"11
PLT. TYP,-WAVE DESIGN CRIT-F8C2010RE6/TPI-2007 FT/RT-213X1021/0(D) O T Y= 1 2 T O T A L— 1 2 S E O 633068
•*WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! REV. 13.01 .05.0725�LE =1 .8833
•*IMPORTANT.• FURNISH THIS DRAWING TO RLL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.0 p sf REF
Trusses require extreme n fobrieotinqQ, handl lryt shipping, installing and bracinngq Refer to and
��►� follow the latest edition of SCSI ISulldinq Component Safety Information, by TPI and oeCAT for safety
,e` pr aria:.prior 1a perfarming tMs•funatlans. IMtaIIM■�Isll pravlde temporary w.oalrq per ecsl. TC DL 7 .0 sf DATE 10-03-201,1
R=]L1L1�0OD lh l•ee ted ofMr�ls , top chord atol l how prop.t iw attached truoturol *Morning and bStton oho,-d BC Op
sr*toll hove o properly attached rigid e•111og. L000tTons Mown for permanent lateral Int of webs DL 10.Opsr
shall hove broolnnoq lnstoll,d per SCSI sections 83, 87 or 810, oe opplloobl•. Apply plotes to soon Foam
DR WG
of Srwa and pwltlon os shown oboe•and on 1M Jol nt Details, unless noted otharwTse, f�
Refer to&owing, 1608-2 for standard plot,positions. B C L L 0. P S i
1Tv Swlltllo Zonpon,nts Group Inc. ,hall of De r, •IDI*for any tlevlotlon from this drawing, JON
3620Sobh Lata-Titsvae.Florida-32783 failure to build the tress In conformance with RtS PI 1, or for handling, ,hipping, Instollolon
e bA seal
of this dr TOT.LD. 37 .OpSf 0/R LEN. 1
Ph: (321}383-q R seal on this drawing or never peg, listing this drawing, Indicates oeeeptaroe or professional
Mglneering responsibility solely for the design shown. The drawing
and s of this drorl
Fax:(321)-383-0362 for any structure is the r,eponelbllits of the Building Designer per nteI ►I 1 ase.2. OUR.FRC. 1 .25 JOB # 20057
For mars Information•• this,Job,general not••page and these web sites:
1788CG: www.Itubcg.00m: TPI: www
.tpinst.org: TCA: w .ebol.dustry.00m: ICC: ww.laa,afe.org SPACING 24.0" TYPE JACK
Job: (20057) Brevord Homes - Toucan 2377 / CJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#3_138 150 mph wind 15.00 ft mean hgt ASCE 7-10, CLOSED bldg, Located onywhere in
Bot al-lord 2xi SP_#3_138 roof, RISK CRT II, EXP C, wind TC DL=4.2 psf, wind BC OL-5.0 psf.
GCp1 (t/-)-0.18
Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC
Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf' non-concurrent live load.
Deflection meets L/360 live and L/240 total lood. Creep increase Factor For dead
load is 1.50.
•
R=64# U=43# NAILED
T OR ' T
t
12
: 6 ro
0 0
=2X4 (A1)
m Cr)
T N N
T .
�1 y
k-1 ' ' 3' 1
R=193# U=67# RL=78/-36# W=8"
(R i 9 i d Surrace)
R=51# U=3# NAILED
LEFT RAKE = 1 ' 1 "7
LEFT JIG 3'6"4
RIGHT JIG - 4' 1"10
DESC. CJ3
SEC = 633071
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20x(051/0(0) OT Y— 6 TOTAL— 6 REV. 13.01 .05.0 7 2 5 g1 L E —1 .0737
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.D p s F' R E F
Triosee Ire extreme oar• In fobrlootlnnqq handling shlppi Inetalllno end broom . ReFsr to and
►� Fallo..the latest edition of SCSI (Building Cbnp t 6dr''aty]nFornot ion, by 7PI and OTCRI for•Of•ty
,� elle..prier to perferning tM..funatl ns. 1r°`-n-tall.r. MI I provide t1'4 ary brow p�« BDs1. TC DL 7 .OPsf DATE 10-03-2014
R USSWOOD I•ss natsd oth.ral.., top shard.MII Mve prop•rl ottoohsd strwoturol &.othing and bet on chord
shall Mw o properi ottocMd I Id oel linngg L000t�or-shown For pernon.nt lateral Int of wb.
shall Mv.Droolnp Flailed per SCSI eetl&r 83 B7 or 610, os opplloobl.. Rppl plots. to•ooh fou BC DL 1 0 O P s rf� DRUG
Rf trios and ppoo..17 os shown above and on the Joint Details. unl.0 noted other..T•.. O_O[")Si JON
ef.r to drowinga 1608-Z for etandord plate positions. BC LL f
ITV Building Components Group Ina. atoll not be responsible Cor ony deviation fro..this&'awing
3620Bobb.lare-Td.dvile.F7otida-32763 ny follur.to build the truss In oonfornonu with RMS TPI 1. or for hondling, shipping, Inetallotlon TOT.LD. 37 OPsf 3
i BBroo'�+9 of trio.••• 0/A LEN.
Ph: (321)-3>Li-UCi66 R.sol on this drowing or cover pogo listing this drawing, indicate****optima*of profsulonal .
.nelneering re.pen.lblIIty sally for the design.ha.•.. The.,ltmlllty and w.*of this drawing DUR.FRC. 1 . 25 JOB #: 20057
Fax:(32I)-3E3-0062 For env nr„ot.re Is the roeponoibiiitg of the Building Designer per ANSI/TAI I sw.a.
For Fiore Information e e this job•genera! notes pogoand these b site.:
17VBCG: ww.Itwbog.00r.: TPI: www
.tplr-t.org: VTCB: u .sbolna,.try.eon: ICC: ww.Iaosofe.org SPACING 24.0" TYPE JACK
Job: (20057) Brevord Homes - Toucan 2377 / CJ3A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_3t2_13B 150 mph wind 15.00 ft melon hat ASCE 7-10, CLOSED bldg, Located anywhere in
Bot crlord 2xi SP_#2_136 roof, RISK CIT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psF.
GCpI (+/-)-0.18
Lumber grades designoted with "13B" use design values approved 1/30/2013 by ALSC
Wind loads and reactions boxed on MWFRS with odditionol C&C member design.
Left cantilever Is exposed to wind
Bottom chord checked For 10.00 psF non-concurrent live load.
Deflection meets L/360 live and L/240 total loud. Creep increase Factor For dead
load is 1.50.
R=61# U-44# NAILED
T / 4 T
t.
12
g M
.
o -4 U•) LI)
2X4 (A1) --a
—I —, .
C) CO
T N N
T
4"3 miiiiimiiiiiiri
6.
WEITatil
`�
a
-1-
1..---- 1 ' ---0d
H1 • I 3. i
R-330# U-118# RL-78/-36# W=8"
(R i 91 d Surface)
R=-103# Rw=61# U=96# NAILED
LEFT RAKE = 1 ' 1"7
LEFT JIG 3'6"4 RIGHT JIG = 4' 1"10
DESC. = CJ3R SEQ = 633081
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20r(0X)/ 0(0) QTY- 2 TOTAL- 2 REV. 13.01 .05.0 7 2 5 9EPL E -1 .0737
..WRRNINGI.• READ RND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.0per REF
••IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme oars in fobriooti.y hondli g hlpp ing installing and broei g Refer to and 7 .D S f
follow the latest edition of SCSI (Building Component Sakely Infornolon, by TPand vrcA"7•for safety TC DL P DATE 10-03-2014
7 pr oboes prier to perfor..l ng these ��nai,br+a InstoI ."s moll provide tewporory brooln9 per SCSI.
R=T���OO� •
11n 1eee noted othersis., top chord Moll hove properly otteaMd atruoturol eheothIA9 and bottom ohord
u shall hove o Properly ottooMd rigid oeiling� boot Ions chose+for perronant lateral eetroint of .be BC DL 1 0.DPS f DRWG aholl how broouiT installed per oveJ and on the
83, B7 or 810, os opplioobls. Apply plotss to sooh face
1 of truss ono poet ion os shun above an the Joint Details, unless noted oth.ru es. 0,0psf JON
Refer to drooin��ggs. 1B0A-2 for Group
Inrd plots pot tions. BC LL
ITV Buildto build
the s Group Ino. shall not W ibis for any andling,n fro,, this drawininstallation 36208oDLi l.aie-TitisvBls,Flaide-32983 o acilur. to build tM trues In conformance with ANSI/TPI 1, or far handling, shipping, inatollo(ion TOT.LD. 37 .0psf 0/A LEN. 3
6 bracing of trusses.
Ph: (321)-383-0366 A s.el an this drawing or oover pog. listing this drawing, indicates soe.ptanu•of professional
.ngin..rIng roe peneibil iTy mollyy for the design shown. The switobiiity end use of this drawing DUR.FRC. 1 .25 JOB #!: 20057
Fax:(320-383-0362 for any structure is the responsibility of the Building Designer per ANSI/TPI I s.o.2.
For norm infornation see this job s general notes pogo and thos.wb.ito.: SPACING 24.0" TYPE JACK
ITiiBCGi u.itubni og.coTPI: uw.tpinat.org: w
CR: u .eboinduetry.00nwww.ioosafe.org ICC: .ioosofe.org
Job: (20057) Brevord Homes - Toucan 2377 / CJ5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_112_13B 150 mph wind, 15.00 ft mean hot, ASCE 7-10, CLOSED bldg, not locoted within 4.50
Bot chord 2x4,SP_43_13B ft from roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psF.
GCpi (+/-)-0.18
Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC
Wind loode and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load- Creep increase Factor For dead
lood is 1.50.
R=119# U=79# NAILED
12
co 6 I — p
o 0 (n in
-1
N N CO CO
CO Cr)
=2X4 (A1)
1°.
-- 4j4 A 1
►
L i
I-- 1 ' I 5. -i
R=262# U=81# RL=116/-45# W=8" R=89# U=8# NAILED
(R i 9 i d Surface)
LEFT RAKE = 1 ' 1"7
LEFT JIG - 5'9"1 RIGHT JIG - 6' 1"10
DESC. = CJ5 SE0 = 633074
PLT. TYP.-WAVE DESIGN CRIT-F8C2010RES/TPI-2007 FT/RT-202(0X)/0(0) O T Y= 6 TOTAL- 6 REV. 13.01 .05.0 7 2 5 SEPL E -0.7509
••WRRNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING' TC LL 20.Opsf REF
••IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
True...r q.. . "tr.,..or n rob.oats�.q� handl l,�w.g eh.pp. lnetol11 nd broom n.q Refr to and
Follow the Iotaat edition of SCSI IBvllding C3mpon.nt 53�'.ty Info�)notion, b9 IF) and WTCRI For a.r.ty TC DL 7 DpSf DATE 10-03-2014
let pr oat lc.a prior to performing these functions. Inatollre shall proved. temporary bracing par 8051.
RUSSWOOD Unl...rot.d otMrvlu, top elwrd.hall ha...prep.rlTy°":=.17."1!"'
tt.eh.d oruotrnel .h.athlra and bottom ohord BC DL 1 .OpSf DRWG
shall hove o props ly ottocMd l Id o.11 lige L000t ohovn For p.rwn.nt letrol Int of b.
shall how.bracing Installed per SCSI set ions 83, 87 810, 000pplloobl.. Applw�plot.. to each Poo. _ ----
F trine d po.I■Ione .hewn above ow o..the Joint Detal le, 1e.. noted other..11'... 0.Dpsf JON
°n.f.r to dre I 160R-z Far etondord plot.pooeltlon.. BC L L
Iry 8...,Iding empan.nte Gravy Inc. .hell t be bl.For any d orlon From thl.droverg
3620Bobbl Lure-TavermDa Florida-32783 toiler. to Weld the truss in oonfornono.with AST//TPI 1, or for handling, shipping. metaledtion TOT.L0. 37 Opsf 0/A LEN. 5
L"breei of trove...
PW (321)-383-0366 R... an thea trawlng or cover pogo Hering thea droving, indlaatee 000eptenoe of profepro
lol
englneoring responelblllty solely for the deelgn ehoen. TN.wltoblllty and„eve of thee drawing DUR.FAC. 1 .25 JOB #: 20057
Fax:(321)-383-U362 for rwr gw
y.trueture lo the responsibility of the Building Dlgnper RNJI/TPI I .S. - -
For mar. information s.. th. fob.general notes page and these b.It..: SPACING 2 4.0" JACK
IIW8CG: ..vv.ltabcg.00n: TPI: wv.tplrot.rg:VTCB: uw.ebw
olnd.e,ry.cam: ICC: v.loa.ufe.arg TYPE
Job: (20057) Brevard Homes - Toucan 2377 / CJ5R THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_f2_13B 150 mph wind, 15.00 ft mean hot, ASCE 7-10, CLOSED bldg, not located within 4.50
Bot chord 2x , SP_G2_13B ft from roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf.
GCpi (•/-) 0.18
Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC
Wind loads and reactions bused on MWFRS with additional C&C member design.
Left cantilever is exposed to wind
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total loud. Creep increose factor for dead
load is 1.50.
R=115# U=81# NAILED
T11 T -r
12
co 6 V m
0 o cn Ln
N N C•) C•)
CT) (I)
- 2X4 (191)
4311
►�11
1-e- 1
1-- 1 ' 5'
R=347# U=98# RL=116/-45# W=8"
(R i 9 i d Surface)
R=48/-22# Rw=61# U=36# NAILED
LEFT RAKE = 1 ' 1 "7
LEFT JIG - 5'9"1 RIGHT JIG - 6' 1 "10
DESC. = CJ5A SE0 = 633085
PLT. TYP.-WAVE DESIGN CRIT-F8C2010RES/TPI-2007 FT/RT-20XI0x)/ DID) O T Y- 2 TOTAL= 2 REV. 13.01 .05.0 7 2 5 32P L E -0.7509
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
irve...require "tr..r o n fobr loot) handl) she pi Instolllend brool Ref.r to and
folio.,the latest .eltlon of'SCSI te„Ildln$CEapon.nt sat.t nra�:otion, OBI end 8TCRR))'rat r.ty TC DL 7 .0psf DATE 10-03-2014
,w aria..prlo to p.rrerning tMee rvrot, nee Irotollers ll proved. t.nporory brooing per SCSI. Op
sr
USS TODD Unless noted of Vt top ohord shah hone prop.nIo ottechwn t pormol ..ba BC
int of be DR WG
shall boo.bracing installed per SCSI orlon•83, 87 De 810, os applicable. Applyplat.•to each fooe
of truss end po•I*Ion o shownabove and on 1M.Dint D.to;I., unless noted etMrwT... BC LL O.0psF JON
R.r•T to drool I8DA-Z For standard Plots Pot pe re. f
Ira Bul lding onponants Group Inc. aholl not W rolble For any deviation Fron this droulny
3820 Bobbi Lisle-TrtrcviD..Florida-32783 yy failure to build the truss In aenformonn:.with ANSI/TPI 1, or for handl lry, shipping, metali drawing,
TOT.LD. 37 .0psf 0/R LEN. 5
Lnbrool�q of true..•.
Ph: (321)-383-0366 A•••l on this drawing or eovr pop Ilsttng this drouing, Inds eooeptonoo of professional
.n•Ineorin$r..pon.IbIIity sole'',for the design shown. The•uiteblllt..y and owe of this drocine DUR.FRC. 1 .25 JOB #: 20057
Fax:C 1)-3E3-O3G2 for eny struetur• Is the rosponeibilit9 of the Building Dwlgn•r per,ANSI/111 1 S.o.2.
For more Information sees thisb rel notes page and these web sates:
ITVBCG: wu.Itebeg.00n: TPI: ,nw,.tplrrory:ViICI w.,.ebo enndustry.00e: ICC: www.loo.ofe.ory SPACING 24.0- TYPE JACK
Job: (20057) Brevord Homes - Toucon 2377 / EJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_G3_13B 150 mph wind 15.00 Ft neon hat ASCE 7-10, CLOSED bldg, Located anywhere In
Bot ctord 2x1 SP_1f3_13B roof, RISK CRT II, EXP C, wind TC DL4.2 psF, wind BC DL=5.0 psF.
GCpi (+/-)=0.18
Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC
Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psF non-concurrent live load.
Deflection meets L/360 live and L/240 total lood. Creep increase foctor For dead
lood is 1.50.
R=84# U-43# NAILED
/� T T
M 6 V12
0 in in
-- 2X4 (A1) —I
-I
co 01
N N
T
4-3 MIIIIMIIIMIIIII=1
INEEMEEMI
1
I- 1 ' { 3' d
R=193# U=67# RL=78/-38# W=8"
(Rigid Surf ace)
R=51# U=3# NAILED
LEFT RAKE = 1 ' 1"7 RIGHT JIG = 4' 1 "10
DESC,JIG EJ3 6 4 SEO = 633100
PLT. TYP.-WAVE DESIGN CRIT-F8C201DRES/TPI-2007 FT/RT-202i02)/ ODD) O T Y= 4 TOTAL= 4 REV. 13.01 .05.07 2 5 SEPL E =1 .0737
••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.0psF REF
••IMPORTANT.. FURNISH THIS DRAWING TO RLL CONTRACTORS INCLUDING THE INSTALLERS.
True...require otr.n.oar. In fabricating, handl) .h1pp.nq. In.tell,nq nd brool R.f.r to and
�/��� follo., the iet..t .eltlon of SCSI fluid! Span.nt sn$F.ty InfeFnotlOn, by Tel and rTCR"9i far f.,y TC DL 7 .Opsf' DATE 10-03-2014
�, prootl0• prior to p.rfornl.9 tMw funotlbns. Instell.rs IVwll proal. tu.porory bradno per SCSI.
R USS
��yWOO� Un l.as noted otMwl.., top ohord.hull hove proper) otteoh.d tructural .h.othln9 and button hord 1 0.0 S F
a .hall hove a prop.ely ottooh.d Iglld a.111nr.g9.� Location.sho,.e,for permanent lot.ral Int of bs BC DL P DR W G
shall have breoinr+gq Instoll.d p.r SCSI section.B3, 87 or 810, o.opplloobl.. Apply plot.. to.00h foc.
Rf trv.. nd pealTlon o boon,balm and on 1=.174,4.0.1."., un1..s not.d oth.rwise. 0.O p Cj F JON
.f.r to l laing�.gg.� 1608-2 7.4;r:,,,
or-oup plot.not
oBC LL r
ITV Build Ing uildt.nt. Group Inc.Ino. shall nb.responsible for*fly handling,
roe,from th,.deonln9
3620 BabEl Lmv-Tihav8l..Florida-32783 or+y foilure to build the iruo. In conformance with ANSI/TPI 1, or for handling, shipping. In.tollo�Ion TOT.LP. 37 .Opsf 0/R LEN. 3
t bracingof truss...
Ph: (321)-383-(X eal on this drool x cons po8. I Ieting this drawing, Indloote.acceptance of pref..sloroi -engineering responsibility solely foe the dealers shown. Th.suitability end us*of this drawing DUR.FAC. 1 . 25 JOB #: 20057
Fax:(321)-383-0062 for any.trnon,r. Is }ha r.sparibllity.1' the Building D..Ign.r per ANSI/TPI 16.0.2.
Foe woe. information..e thl. fob.general not..peg.and IN... b silos: SPACING 2 4.0" TYPE J A C K
ITSBCS: wo.ltubcg.con: TPI: uw.tpin.t.org:YTCR. ouu.abol .try.00ni [CC vuo.Ioa.of..org
Job: (20057) Brevard Homes - Toucon 2377 / EJ7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 5P_R2_13B 150 mph wind, 15.00 Ft mean hat, ASCE 7-10, CLOSED bldg, not located within 4.50
Bot cord 2x41 SP_#2_136 ft from roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psF, wind BC DL-5.0 psf.
GCp i (+/-)-0.16
Lumber 9rodes desi9noted with "13B" use design values approved 1/30/2013 by ALSC
Wind loads and reactions bosed on MWFRS with odditionol COX member design.
Bottom chord checked for 10.00 psF non-concurrent live lood.
DeFlection meets L/360 live and L/240 total loud. Creep increase Factor for dead
MWFRS loads based on trusses located at leost 7.50 Ft. from roof edge. load Is 1.50.
R=171# U=113# NAILED
.I_ T T
T
12
) 6 m
o 0 1n !n
01 m m m
=2X4 (Al)
T
V
H1 ' '±` 7 ' 1
R=336# U=98# RL=154/-53# W=8" R=127# U=13# NAILED
(R i 9 i d Surface)
LEFT RAKE = 1 ' 1"7
DESC.JIG EJ7' li"14 RIGHT
SEOG= 633077
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20X(OXl/0[0) OTY= 29 TOTAL= 29 REV. 13.01 .05.0725 9EPLE -0.5773
••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 2O.0psf REF
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Tr,,.s•s require etre..• a in fobrlootlng hondii q shipping, In.tolllrp end bracing. Rsf•r to and 7 D s f
folio.,IPO lol..t edition of SCSI (Building Ca:ponenf SSi.t.y Information, by TPand WTCIFr safety T C DL (� DATE 10-03-2014
,w. pp olio•.p I to p.rFarning lhu. funalions. Installers hole provede tenpor ry broolnnqq per SCSI.CC �] Urlese rated otMrvles, top herd bol l hove properly otto0Md structural sheathing and bottom chord 1 O. O sf
R1JSSl7U01/ •pal l haus a properly atlooh.d Id esi l Ing. L000tTur .ho n Cor permanent Iotrol • iroint BC DL P DRWG
shall hos..bracing Installed per SCSI sections 83, 87 or BID, as applicable. Apply plots to esch face
of true-end po Bion os shown above and on the Joint Details, unless noted other:l..,
Refer to drooings 160R•Z for standard plot.positions. BC LL 0.Opss!f'�
JON
ITW Building-Components Group Ino. shall not be responsible for any dsvlotlon fro.this droning .
3820B0bbitans-Tituslille.Fbtida-32783 o failure to build the truss in conformance with RN67/7PI I, or for handling, shipping, installation
I:u oci of trusses. TOT.LD. 37 .Opsf 0/R LEN. 7
Ph: (321)-383-0366 R seal on this drawing or cover pop listing this droning, indicates eoo•ptanos of professional
engineering rs.pai.lbility solely Par the design dawn. The suitability and wee Of this drawing OUR.FAC. 1 .25 JOB #: 20057
Fax:(321)-383-0362 Pr ant etruoture I. the re.pan.ibil lty or the Building Designer per RN2I/TPI 1 8...2.
Fee oar. ,nfr,wtion•e this job•99•• roe rotes pog•and these web site.:
ITWBCG: uvu.itubag.00n: TPI: vw.tpin.t.rg:NTCA: www.eboinde/ry.00m: ICC: ,..a.,.,00.of..arg SPACING 24.0- TYPE EJRCK
Job: (20057) Brevord Homes - Toucan 2377 / EJ7R THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_U2_13B 150 mph wind, 15.00 Ft meon hot, ASCE 7-10, CLOSED bldg, not located within 4.50
Bot chord 2x4 SP_W2_13B Ft From roof edge, RISK CAT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf.
Webs 2x4' SP_G3_13B GCpi0/-)-0.1B
Lumber grades designated with -13B- use design values approved 1/30/2013 by ALSC Wind loods and reactions based on MWFRS with odditional C&C member design.
Bottom chord checked For 10.00 psf non-concurrent live load. Left cantilever is exposed to wind
MWFRS loads based on trusses located at least 7.50 ft. from roof edge. Deflection meets L/360 live and L/240 total loud. Creep increase factor For dead
load is 1.50.
F 5'6"4 I
R=137# U=95# NAILED
• T •
12
m 6 Vm
o --. o
ID In
-, -I
CO . CO
CT) ro
1112X4
2X4 (R1) '!f
' 4 3 I �• i� t
...----__:__.----.•
1112X4
F.- 1 ' -=-1
I-- 1 ' - I 7' 1
R=417# U=112# RL=154/-53# W=8" R=96# U=9# NAILED
(Rigid Surface)
•
LEFT RAKE = l ' 1"7
LEFT JIG = 7' 11 "14 RIGHT JIG = 8' 1"10
DESC. = EJ7R SEO = 633088
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI.2007 FT/RT-20XiOX1/0(01 QTY- 8 TOTAL- 8 REV. 13.01 .05.0725 S10LE =0.5576
ceWARNINGIfm READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.0(7Sf REF
"IMPORTANT'• FURNISH THIS DRAWING TO RLL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require•.teen•oar. In Fobelooti handl l shipping, 1rq and beoot Refer to and
Follow the ltest edition of SCSI (Building cC 1ponent SSaFety Info7'anon, by TPI and WICK i'cr safety TC OL 7 .O Sf DATE 10-03-2014
ist. rootless prior to p.rfornlrg lopse functions. Installere shall provide temporary broolrg per SCSI_ P
RUSSwUOD Unless avec properly, top chord snail hove properlyattached for
structural sheathingland train chord BC DL 1 0.D P S T
shell have o properly attached rigid w111nnpp. L000tons el+own Cor permanent lateral restraint of woe DRW G
eholl hoes broo m ihetolled per 8083 t:arm B3, B7 oe BID, e•applicable. Apply platy to each tope f+ JON
f trussand position as
for standard plot,shown above and the Joint Britoil., wnlea.noted oth•rwt.e.
Refer to rawings ISDR • t,
position.. BC LL 0-D PSi
ITV BuildinglComponent.Group Inc. shall not be reeponsIble for any deviation from this drawing
38208obbi Late-TinemMe.Bluida-32783 failure to build the truss in confornano•with RNS TPI 1, or for handling, shipping, installation
I b of trues... TOT.LD. 37 .Opsf 0/A LEN. 7
Ph: (321)-38:i-osis bracing
this drawing or...wee page listing this drawing, indlo.t.s oeoeptonee of profeeeianal
engineering responsibility solely rep the deelgn darn. The awltabllltdy end uso of this drawing OUR.FRC. 1 25 JOB # 20057
Fax:(320-383-0362 raw ony etruoture le the reepenslbi i ity of the Building Deetgn•r per RNBI/TPI 1 See.2.
For more Information see this,Job s general rotes pogo and these b alta.:
ITVBCG: ww.itwbcg.com: TP : ww.tpinet.org:YTCR: ww.sbclndu•try.com: ICC: rw.iecsofie.org SPACING RC I N G 2 4.0" TYPE J R C K
Job: (20057) Brevord Homes - Toucan 2377 / G10 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS !MFR'S LAYOUT
Top chord 2x4 SP_#2_13B Fill plates ore 3X4 except os noted.
Bot clzord 2x6 SP_#2_138
Webs 2x4 SP_#3_138 150 mph wind, 15.00 ft meon hot, ASCE 7-10, CLOSED bldg, not located within 4.50
ft From rooF edge, RISK CRT II, EXP C, wind TC DL-4.2 psf, wind BC 13L5.0 psF.
Lumber grades deslgnoted with "138" use design values approved 1/30/2013 by RLSC GCpi0/-)-0.18
Special loads Deflection meets L/360 live and L/240 total load. Creep increase factor for dead
(Lumber Dur.Foc.-1.25 / Plate Dur.Foc.=1.25) loud is 1.50.
TC- From 56 Of at -1.38 to 56 Of at 4.08
TC- From 56 Of at 4.08 to 56 Of at 9.55
BC- From 20 Of at 0.00 to 20 Of at 2.25
BC- From 547 Of at 2.25 to 547 plf of 5.25
BC- From 20 pIF at 5.25 1? 20 pIF of
4 1� 4. 1 .. 'l
Wind loads and reactions based on MWFRS with additional C&C mem er design.
4X4
12 ==
0 0 0
•
I 1 , '
' =3X8 .
111210 8'2" III2X1QH
F 1 '3" I i 1 '3"
8'2"
R=551pIf U=100p1f' RL=51/-SlpIf' W=2'3"
(Ri9id SurFace)
R=379pIF U=100pIF W=2' 11 "
(Ri9id Surf ace)
LEFT RAKE = 1 '4"12 RIGHT RAKE = 1 '4"12
LEFT JIG G1D 7 5 RIGHT JIG ., 5'7"5
SEQ = 633552
PLT. TYP.-WAVE DESIGN CRI7-FBC201oRES/TP1.2007 f7/111-202(0X)/ 0(0) O T Y= 1 TOTAL- 1 REV. 13.01 .05.0 7 2 5.9E31L E -0.5161
••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.0 Sf REF
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. P
Tram require xtr...e in fobr,00ti handl, shipping, installing nd brool Refer to and
rollow the latest edition ofaBCSIB..,Id,nq C8.'.penent SSafetyy Information, by TP1 and.TCN'for.ofety TC DL 7 .OpsE DATE 10-03-2014
p 77 pprr ot,a.s prior to p.rfor..,ng these tenor iOns. betel l.re boll proved. t...porory broo,ng p.r SCSI.
It ussWOOD shall rated othervlee, tap hard sholl nova prop.rl ns shod atruetwral nMothinq and bottom ford i O.0 S F
.moll move o properly attached rlal4lo.a*nae Locations
shown agar permanent a IRt.iel '..lrolnat webs
BC DL p D RW G
.poll hove broo,n. I tolled per BC &u opp pp y p o
RF trams and pos ition os shown above and on the Joint Detail., aweless noted oth.rwTse. O Of')SF JON
efer to&a„R,°+sga IG0R-Z for.tondord plot.position.. BC LL r
ITS Building-Components Group Inc. shall not be responsible for ony dev,ot,on from this dro,,ing
3820 Bobbitmn-T,twsv,Ile.Fiend.-32783 o Follure to build the truss In conformonc.with RNS/TPI 1, or for handling, shipping, installation
1`u owwng or tram.... TOT.LD. 37 .OpsF' 0/R LEN. 80200
Ph: (321)-383-0366 A gaol on this drawing or oov.r peg. listing this drawing, Indloot.s 000.pt.noe o0 professional
anginssring responsibility solely for the design shown. The.uIt°bi'ltyy and u.o of this drawing DUR.FRC. 1 .25 JOB #: 20057
Fax:(321)-383-x362 for any OramM1
tto% is the responsibility of the Building Designer per 81/TPI 1 Seo
For more information see this,lob s general not..page and these web sites: SPACING 24.0" TYPE COMN
ITVBCG: ww.Itwbcg.con: TPI: ww.tpinst.org: TCR: www.abcl try.00n: ICC: www.Ieosofe.org
Job: (20057) Brevord Homes - Toucan 2377 / GE1D THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_138 All plotes ore 2X4 except os noted.
Bot cord 2x11 SP_#2_138
Webs 2x44 SP_#3_138 150 mph wind 15.00 Ft mean hqt ASCE 7-10, PART._ENC. bldg Located onywhere In
roof, RISK CAT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psF.
Lumber grodes designoted with "138" use design values approved 1/30/2013 by RLSC GCpi (+/-)-0.55
Truss spaced of 24.0" OC designed to support 1-0-0 top chord outlookers. Wind loads and reactions based on MWFRS with additionol C&C member design.
Cladding load sholl not exceed 3.00 PSF. Top chord must not be cut or notched.
See DWGS A18015ENC1O0212 & GBLLETIN0212 For more requirements.
Bottom chord checked for 10.00 sf non-concurrent live load. L
4' 4" T Doflootion nootc LC13B$ "levo and L/240 total.-load. Creep increase factor For dead
load is 1.50.
=4X4
12
m 6V
Ln in
N .—I —,
---1 ---I
=2X4 (R1) =2X4 (R1) N N
4.3 PEW iiill
/ 4
•
f- 8'8" i
1-"--- 1 ' 1 8'8" I 1 ' -H
R=98pIF U=105pIf' RL=14/-14pIF W=8'8"
(Rigid Surf ace)
LEFT RAKE = 1 ' 1 "7 RIGHT RAKE = 1 ' 1"7
LEFT JIG = 5'0"2 RIGHT JIG — 5'0"2
DESC. = GE1D SEO = 633147
PLT. TYP.-WAVE OESIGN CRIT-F8C2010RES/TP1-2007 FT/R7-20X(0X)/0(0) O T Y— 1 TOTAL— 1 REV. 13.01 .05.0 7 2 5 3➢IS1L E =0.7109
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.0pSf REF
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Ti......reyulr.extra^.°ors in fcbr,coti handl, shipping, Installing and broo, Rsf.r to and
�� Falls„the lot'.., edition of SCSI (Building Cb ponant 'gar.iy IKorrat,on, by TPI and aoCP for safety TC DL 7 .0 p s f DATE 10-03-2014
III /.t p colics.prior to perfar",ng 1Ms.funct,oro. Irotoll.rs shall provide t.n,poror brcoinrp.pp.r SCSI.
lh+les.nct.d ath.rw,s., top chord.boll hnv.proparl9 ot$aahsd tr..aturol .heothiRg and alio.chord
R USS OOD .hall have a properly attaah.d rigid ceiling. Locations shown for p.r.on.nt lateral estraint of w.b. BC DL 1 p S F DRWG
.boll hove bracing installed per SCSI .action 83, 87 or 810, asppiloabl.. Apply plotes to each face
of truss end posiT,on o shown above and on the Joint Details, unless noted otherwise. O,OpSf JON
Refer to drawings 180A-Z or standard plat.positions. BC LL
ITC Building Component.Group Inc. .poll not b. e. ble for any deviation from this drawing
3820 Bobla Lmo-Tituaw1L,Floiida-32783 any Path,. to build the truss in oanformance with RNBI/TPI I, or for handling, shipping, ,n.ta1101 ion
I bracing of truss... TOT.LD. 37 -0PSF 0/A LEN. 8080O
Ph: (321)-383-(366 A seal on this droolnp or aov.r page listing this drawing, Indloot.s***option*.of prof...tonal
engineering r.sponslblIlTy.olelyy for the dealgn shown. The.uitabillty and use of this drawing DUR.FRC. 1 . 25 JDB #: 20057
F.comym-mm for any structure is tho responsibility of the Building Designer per ANSI/7P1 1 8.a.2.
For tura infor"otIan sea this job a genoral nota.pogo and 1M.e b site.:
171f8C0: ww.Itwbog.con: TP1i ww.tp,nst.org:VTCBw.sboln try.aa.,: IC: wC: www.,aa.ais.arg SPACING 24.0- TYPE G R B L
Job: (20057) Brevord Homes - Toucan 2377 / GE1E THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_138 All plates ore 2X4 except as noted.
Bot cord 2x4 SP_#2_13B
Webs 2x4 SP_#3_13B 150 mph wind 15.00 ft mean hot ASCE 7-10, PART._ENC. bldg Located anywhere In
roof, RISK CRT II , EXP C, wind TC DL-4.2 pet, wind BC DL-5.15 psF.
Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC GCpi (+/-7-0.55
Truss spaced of 24.0" OC designed to support 1-0-0 top chord out lookers. Wind loads and reactions based on MWFRS with odditionol C&C member design.
Cladding load shall not exceed 3.00 PSF. Top chord must not be cut or notched.
See DWGS A18015ENC100212 & GBLLETIN0212 for more requirements.
Bottom chord checked for 10.00 14F non-concurrent liv .Load. L C
Uei'Iection meets L0365"live and L/ 4U total dood. Creep increase factor for dead
load is 1.50.
=4X4
12
m 6 V
ID LOd
N 0 0
=2X4 (R1) =2X4 (R1) ro ro
�—
A_
f' 9'
I'---1 ' I 4— 1 . --I
R=437# U=458# RL=128/-128# W=1 ' 4" R=437# U=458# W=1 ' 4"
(Rigid Surf ace) (Rigid Surface)
LEFT RAKE = 1 ' 1"7 RIGHT RAKE = 1 ' 1"7
LEFT JIG = 5'2"6 RIGHT JIG - 5'2"6
DESC. = GE1E SEO = 633139
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-201(OF)/ o(0) QTY= 1 TOTAL= 1 REV. 13.01 .0 5.0 7 2 5 9E1:I L E =0.6893
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.OpSf REF
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme oars In fobrlootl handl, ehi pIng, Instell, nd brooi R.f.r to end
�/I�� follow the Wrest edition of Ks! 18°Il.Irq c$:,ponent s:Fety 17,•.....:1:=,,1:44�Pi and ooing•po'• safety TC DL 7 .Opsf DATE 10-03-2014
ZIT y� pr otloe.prior to p...ror.lny the..fwrotid... Ineto n.rs pr. emporary bond vg per SCSI.
Unless ted elberwies, top he.-d boll hove prop.rl ottoob.d tow$,.-ol s1..othinS and bottom hard
RUSS 00D eh.11 hove o properly attached i id ceiling. Location.shown For perwonent lateral Int of b. BC DL 10.Opsf DRWG
shall hove bracing'I..tolled per SCSI section.83, 87 or 810,'oe applicable. Apply plates to snob face
of truss end TT os slue.. oboe.end on the Joint Details, unless noted otherieT . O.O Sf JON
Refer to end 1609-2 for standard plot.po.Itlone. BC LL P
ITV Building onponents Group Inc. aho11 not be espon.lble for ony deviation fro..this drawing,
3620BobbiLane-TihsviDe.Fionda-32783 o £011wr0 to build the truss In confor.ano.with F ST/TP1 1, or for handling, shipping, Inetoilolon TOT.LD. 37 OPsf 9
6n bradnq of trusses. 0/R LEN.
Ph: (321)-383-4366 A seal on this drawing or*over page listing this dowing, indicates 000eptano*of professional
engineering reeponeibllity wilily for the design shown. The wltoblIity and we of this drawing
Fax:(321)-383-Q3 for.ny.rrwatwre is the responsibility of the Building Designer per NAI/TPI 1 Ileo.:. DUR.FRC. 1 .25 JOB #: 20057
For nare inforootion s.e this job.general notes page end these web.it..: SPACING 2 4.0" G R B L
ITVBCG% eeo.itwocg.00e: TPI: www.tpinet.or9: TCA: w..w.soci try.00n: ICC: www.ioowf..org TYPE
Job: (20057) Brevord Homes - Toucan 2377 / H11 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_13B 150 mph wind, 15.00 ft mean hat, ASCE 7-10, CLOSED bldg, not located within 6.50
Bot chord 2x4, SP_#2_136 ft From roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psf, wind BC DL=5.0 psF.
Webs 2x4 SP_#3_136 GCp1 (+/-)=0.18
Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design.
(o) #3 or better scob brace. Some size & 80X length of web member. Attach with Right end vertical not exposed to wind pressure.
IOd Box or Gun (0.128"x3",min.)nalls 0 6" OC.
Bottom chord checked For 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total loud. Creep inorease foctor For dead
load is 1.50. MWFRS loads based on trusses located of least 7.50 Ft. from roof edge.
I' 11 ' 1 31 ' —1
12 5XF3 II]2X4 72/6 =3X4 =S(S =3X4 =4X4 T T
6 �__ rrf fr' f 1
c� 1112X == a) (a)rrrrdrrrrTT r (o)rrrrTrrrrrrrr m U) in
0 drrrrrrrrrrrrr frrrrrrrrrrrrrT O Op co
i =3X5 '-' 'r'r •
fr ,drrr cfl co
�3 �` - =3X4 ZIX6 Mm3X8 =3X4 --'-='-'1X6 =3X4 IlI3X� I
I- 16' 10" 1 25'2" —{
I-— 1 42' i
R=565# U=153# RL=230/-85# W=8" R=836# U=315# W=4"
(Rigid Surface) (Rigid Surf ace)
R=1939# U=761# W=4"
(Rigid Surface)
LEFT RAKE = 1 ' 1 "7
LEFT JIG = 12'5"8 RIGHT JIG — 31 '6"9
DESC. = H11 SEQ = 633282
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-202(3X)/ oro) OTY— 1 TOTAL- 1 REV. 13.01 .05.0725 91]X6 LE =0. 1763
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.0psF REF
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Truss ire extreme o in fobr loot) handl, ehl pping, installing end broiling. Refer to and
�♦��� follow the la est edition of sCS! (BuildingCCSopon.nt BeFety InFornotion, by IPend WTCni for.efety TC DL 7 .OpsF DATE 10-03-2014
Ism pr oat lees prior to performing these Caner Ions. Installer•.hell p.'on ids t.nporory broa in pD..'SCSI.
RUSS�OOD lh leu otsd othewl.., top hard ehol l Mve properly ottoohwn iruoturol eheothinnpp end baba,of we BC 1 0.0 SF
•hal I have properly 1toaMd rigid cell Ing. Locations shown Cor p.rronont loter,I Int of be DL p DRWG
shall hove brace tolled per SCSI otione 83, B7 or B10, os ppilooble. Apply plates to each Coos
f truss d posni'Yion s &hewn above and on the Joint Details, unless noted otherw7w. 0.i3psf JON
Refer to drawnnes 1S08-Z for standard plots position.. BC L L 1-
ITV Building-Lwponents Group (no. .hall not be responsible for ony deviation fro,this Crow,nq
3820BobbiLene-Titusv3e.flmds-32783 ng failure to build the tress in oonfor,ano.with RNs]/TPI 1, or for hendiing, .hipping, installation TOT.LD. 37 Opsf 0/R LEN. 42
6 brae,nq of truss...
Ph: (321)-383-0366 R seal on thio drowing or cover page !Wing this Crowing, Indloefea eaoeptotae of prof...ions]
Fax:(321)363 Oci62 foerinoerino rtrtuurp.isbthe i stil•ldbtor tt of eatonul shown. g;''witp..I it�yend use of this*suing DUR.FRC. 1 .25 JOB #: 20057
ono espen• u ro saw per egs and1 1 ..e.2.
For ,ore Information see this ,lobs general notes pogo and these b sits.: SPACING 2 4.0" TYPE H I P M
'TWICE: www
.ltwbcg.eon: TPI: w .tpinst.org: w
LA: w.sbai w
try.00n: ICC: w .Ioosee.org
Job: (20057) Brevord Homes - Toucan 2377 / H11A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_13B 150 mph wind, 15.00 Ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00
Bot chord 2x4 SP_#2_138 ft From roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psf, wind BC OL-5.0 psf.
Webs 2x4 SP_#3_136 GCp1 (+/-)-0.18
Lumber grades designated with "13B" use design volues approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design.
DeFlection meets L/360 live and L/240 total loud. Creep increase Factor For dead Bottom chord checked For 10.00 psf non-concurrent live loud.
lood is 1.50. MWFRS loads based on trusses located at least 7.50 Ft. from roof edge.
I- 11 ' I 16' I 11 ' 1
T 12 =SXR .-_--T5 =_X8
1 6 IT
ro �3X 3X4
If) In
0 --1 —'
-" co co
o co co
3X6 (P191) 1
�3C3 = 1112X4 =3XT =3X8 = 5 1112X4 +
=3X5 =3X4
F 38' -I
•
- 1 38' I --I
R=1497# U=564# RL=235/-235# W=11 "5 R=1497# U=564# W=8"
(Rigid Surface) (Rigid Surface)
LEFT RAKE = 1 ' 1"7 RIGHT RAKE = 1 ' 1"7
LEFT JIG = 12'5"8 RIGHT JIG = 12'5"8
DESC. = HIIA SEQ = 633673
PLT. TYP.-WAVE DESIGN CRIT-F8C2010RES/TPI.2007 FT/RT-200(0x)/ 0(0) OT Y= 1 TOTAL- 1 REV. 13.01 .0 5.0 7 2 5 9MPL E -0. 1896
••WARNINGI•• READ RND FOLLOW ALL NOTES ON THIS [ARMING! TC LL 20. Opsf REF
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Tr...s.I PORTA extrema in fobrloati g handl) shipping, In.to111nq end brawl Refer to aha
Collo„the I.t..t edition of SCS (Building Component Safeyfoanatlon, by TPI end vTCRRi'far fny TC DL 7 . OPsf DATE 10-03-2014
ppr1. atlas prior to p.1.Po1.ni thee.functions. Installers atoll provide temporary brooung per!)CSI.
iijj�t Unl.e.notal atMrvie., topahord shall have prop.rl attached structural sheathing and botton ohord
RlJss ��D .boll haw o properly ottoohed rlgld 0.11 rg. CaootTTons.ho.,n for permanent 101.11°p1
01.1.01 Int of wbs BC DL 1 0. Opsf DRWG
shell have b..oa nq inaloll.d p.1. SCSI auctions B3, 87 or 810, os.ppllo0bis. Rrpl4 plots ;V.col+Coo.
�T of truss and po.ition os.hewn above and on the Joint D.toils, unle.s noted oth.rulyw. -..
R.f.r to drawing. 1808-Z for standard plot,positions. BC LL 0.O JON
P
Sf
ITS Building .p
oonents Group Inc. shall t be ble far any d.viot Ion iron this drawing
3820 BobbiLai.-Tthaville.F7otida-32/83 `ny foill.gr.f torbuild the truss In conformance with PINS/TPI 1, or Cor handling, shipping, (nstollation TOT.LO. 37 .Opsf 38
bracing
soul on this drove er cover page listing this droving, Indlootss aooept.noe of professional ono /R LEN.
Ph: (321�3ea ass
Fax:(3 11-383-0052 Per Io y structure is the responsibilityresponsibility Poe of ttii,e�Bul Building Designer p.I1t4I�IuieS.a.2.1.drawing OUR.FRC. 1 .25 JOB # 20057
For more information se. this Job s general notes po and thee.web sits:
!USCG: wwVIM TPI: w .tpinet.org:YTwww.ebaind`etry.oam: ICC: www.loo.of..ory SPACING 24.0- TYPE SPEC
Job: (20057) Brevord Homes - Toucon 2377 / H116 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_13B 150 mph wind, 15.00 Ft mean hat, ASCE 7-10, CLOSED bldg, not located within 9.00
Bot chord 2x4 SP_#2_136 Ft From roof edge, RISK CAT II, EXP C, wind TC 0L-4.2 psf, wind BC DL-5.0 psi'.
Webs 2x4° SP_#3_136 GCpi (+/-)-0.18
Lumber grodes designoted with "13B" use design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design.
Deflection meets L/360 live and L/240 total load. Creep increase factor For deod Bottom chord checked For 10.00 psf non-concurrent live load.
loud is 1.50.
MWFRS loads bused on trusses locoted of leost 7.50 ft. From roof edge.
E► 11 ' I 6' I 11 ' 1
4X8 =4X8
rem, \y
1- 12
g [/ 03X4 m 3X4
m
in m
Fl co
1 33X5 (' =3X5 (R )
1
:".t711 III X4 = X4 = X = X: III X4 -=
E* 28'
•
1
R-1118# U=421# RL=224/-224# W=8" R1118# U=421# W=8"
(Rigid Surf oce) (Rigid Surf oce)
LEFT RAKE = 1 ' 1"7 RIGHT RAKE = 1 ' 1"7
LEFT JIG = 12'5"8 RIGHT JIG = 12'5"8
DESC. - H11B SEO = 633184
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-202.0X)/0(0) OTY= 1 TOTAL= 1 REV. 13.01 .05.0725 SEPLE =0.2528
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
••IMPORTANT•• FURNISH THIS DRAWING TO RLL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20. O P sf REF
Truwoas require a.trene OOPS in fobr,00ting handling hipping, installing nd braoi Refer to and
\,� follow 1ha !Gloat edition of SCSI (Building Conpan.nt Se�'ety Infohnotion, by TPI and VTCRT for fS1y f+ DATE 10-03-2014
i..G pr OtrOea prior to parfornlny thaaa Fwotloe Inatollera shall provide temporary Dred my pw-`ecsl. T C DL 7 O P S T
ItUSSVOOD shall noted pr rly, top Chord hell five prL000t attahMd pernol ahothlrra and Dotint Chord BC DL 10.0psf
shall hove I allOoh.d rigid coiling. L000tl7aor shown for nonan. lateral Int Of woo DRWG
Shall hove brool ins tolled per SCSI sacti3n+.B3, tI or 510, os Opp t-on. I Rppl plots to each Coos f+
Rf trues nd pwni 19Ion o .how.oboe.and on the ..cant Detail., w+l oas noted otharv`ltw. O OPSi JON
otor to dram gB ISOR-2 far Standard plot.poaltloro. BC LL ITN B,lldto build
thnt.Growp Inc. shall not be es bl,for any devlot Ion fro. this natoln8
3620 Bobto L.aie-Trtrsvigs,Florida-32'183 any failure to build the Iroise In oonforronc.with ANSI/TPI 1, or for handling, shipping, InotolIolIon TOT-LD. 37 •0Psf' 0/A LEN. 28
L Gracing or ',moos.
Ph: (32D-3S3-0366 R weal on this drawing or Dover pose Iletlr$this drawing, Indlootee 000eptenoe of professional
Fax'13�11-33�i-0052 owl'�ln9 ..rr�.bility.el.lybfor the fd..IBn�Ishown. th suitability end woo of this drawing
any• ..Pone y a ^B gn.,'per RN•IITPI 1 sea.2. DUR.FRC. 1 . JOB # 20057
For nor. Infarnu}lon e e this
' genera rotespageand theea b altos:
ITCBCG: ww.it„beg.00n: TPI: ww.tpinetorg: YTCR: ww.sbo ndustry.00n: ICC: ww.locsof..org SPACING 24.0" TYPE HIPS
Job: (20057) Brevord Homes - Toucon 2377 / H13 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_13B 150 mph wind, 15.00 ft mean hgt ASCE 7-10 CLOSED bldg, not located within
Bot chord 2x4 SP_st2_13B 13.00 Ft From roof edge, RISK CAT II, EXP t , wind TC DE-4.2 psf, wind BC DL-5.0
Webs 2x4 SP_#3_13B psf. GCpi (t/-)-0.18
Lumber grades designated with "13B" use design values opproved 1/30/2013 by RLSC Wind loads and reactions bused on MWFRS with odditionol C&C member design.
Co) #3 or better scab brace. Some size & BOX length of web member. Attach with Right end vertical not exposed to wind pressure.
IOd Box or Gun (0.128"x3",min.)noils 0 6" OC.
Bottom chord checked for 10.00 psf non-concurrent live loud.
Deflection meets L/360 live and L/240 total load. Creep increase foctor for dead
loud is 1.50. MWFRS loads bused on trusses located at leost 7.50 Ft. from roof edge.
I" 13' I 29' 1
=5X8 1112X4 =XCR=3X4 =aX5 =3X4 =4X4 T 1—
m
12 ° ffl 6 V 05X.00°./.....°.°
5X . (o) IId1II1IIIIIII (o) I/IIIIIIIIIIIII m m m
0
(D I/III/IIIIIIIII IIIIIIIIIIIIIIII (Y) CO
N.
__ _ �IIIII/II liI/I/I ..
_i_. - 3)(5fd." -L i 1
=3X4 6 ' 4X43 =3X4 =5X6 =3X4 1113X
11
I- 16' 10" I 25'2"
F -1 42' 1
R=562# U=142# RL=268/-96# W=8" R=841# U=317# W=4"
(Ri9id Surf ace) (Ri9id Surf ace)
R=1935# U=767# W=4"
(Ri9id Surface)
LEFT RARE = 1 ' 1"7
DESC.J=IG H-
134'8"S
RIGHT
SEOG= 633299
PLT. TYP.-WAVE DESIGN CRIT-F8C201DRES/TPI-2007 FT/RT-208(02)/0(0) O T Y- 1 TOTAL- 1 REV. 13.0 1 .05.0 7 2 5 SII L E .-0. 1763
•*WARNING(*• READ AND FOLLOW ALL NOTES ON THIS DRAWING( TC LL 20.OPSf REF
•*IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trus..s rewire ,trend a In fobriootl q hondlln ahl , installing and brool Refer to and
follow.the Iiest edition ofeBCS) (Building Cd:ponena safety IInnfoPnotle<,, by TPI ond VTCB 'for safety TC DL 7 .Opsf DATE 10-03-2014
,� pprr duces prier to p.rfnr.,ing thee.functions. Instoll.rs sl.ol( provide temporary bracing per SCSI.
RtJSSwOOD Unla.e netad properlse, top chord 'rations.
properly nsattachedshown structural sheath) ond brain.ohord
.hell have a properly ottoaMd rigid ceiling. Locations shown for permanent ie,.$I restraint of webs BC DL 10.OPSr DRWG
hell neve brace installed per SCSI oti6no 83 87 or 810, o.opplleobl.. Apply plot•• to each Coco
shall ond po.l? i.n a shown oboe.e one the Joint Dotal le, unless noted otherwise. 0 .OPSf JON
R.F.r to drool 1608-2 for atondord plots posltlone. BC LL ITV Bulldlny build
moms Group Ino. enol) not b.re n.lble for ony andlotlon from this droulng
36206obbilsr-Tn.ay.ae,flo.iea-32783 ny failure to bol ld tM trots in ooni'ormone.with A1,61/TPI TPI 1, or for handling, shipping, In.toi lel ion
L 6x001 nq Of trN.... TOT.LD. 37 .Opsf 0/R LEN. 42
Ph: (321)-383-0366 R wool on this drorinB or oowr pose Meting this drowns, Indicate.aooeptonos of professlenel
engineering re.pon.me.
lllay.oleic for the dlsn shown. The.uiteblIltyy and uss of thio drawing DUR.FRC. 1 .25 JOB #: 20057
Fax:(321)-383-0362 for ony structure is the re.pon.lbi l(ty of the Bud e.
ding Dlsner par ANSI/TPI 1 sso.2.
For nor. Information.s this yob.gensrol notes pogo and th..,wob sites: SPACING 24.0" TYPE HI PM
ITVBCG: wu.ituboy.cor: TPI: uuu.tpinwt.org: tTCR: uw.sbol www.ioosofe.org ICC: u .ioo.ofe.org
Job: (20057) Brevord Homes - Toucan 2377 / H13A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_A2_13B 150 mph wind, 15.00 ft mean hat, ASCE 7-10, CLOSED bldg, not located within 9.00
Bot chord 2x4 SP_p2_13B ft From roof edge, RISK CAT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf.
Webs 2x4' SP_f3_13B GCpi (+/-)-0.18
Lumber grodes designoted with -13B- use design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design.
Deflection meets L/360 live and L/240 total loud. Creep increase factor for dead Bottom chord checked for 10.00 psf non-concurrent live loud.
load is 1.50. MWFRS loads bosed on trusses located of leost 7.50 Ft. From roof edge.
Left bottom chord exposed to wind.
F 13' 1 12' 1 13'
=5Xf3 M2X4 =5X8
1 a I �
12
6 �SX8
ro ,SX• U) U)
0 --t
In CO
co
! N N. N.
=3X6y� — — =3X6 (81)
�3 �— lei 102X4 — 8 =3XB — 8 1112X4
HN 1 35'6"5 i
E- 1 38' 1 -. -1
R=1298# U=479# RL=270/-270# W=8" R=1484# U=556# W=8"
(Ri9id Surface) (Ri9id Surface)
R=222# U=70# W=11 "5
(Ri9id Surface)
LEFT RAKE = 1 ' 1 "7 RIGHT RAKE = 1 ' 1"7
LEFT JIG H13R 8 5 RIGHT JIG - 14'8"5
SEG = 633659
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-201C01)/0(0) O T Y= 1 TOTAL- 1 REV. 13.01 .05.07 2 5 91B L E =0. 1896
••WARNINGI•• READ RND FOLLOW ALL NOTES ON THIS ORAWINGI
••IMPORTANT•. FURNISH THIS DRAWING TO RLL CONTRACTORS INCLUDING THE INSTALLERS. T C L L 20.O P S f REF
Trusses Ira xtrene oore in Fobrlootlnnqq handling shipping, installingand bracing. Refer to and
Follow the a st edition of SCSI (Building Component Safoy Int ation, by TPI and WICK for sorely DATE 10-03-2014
==T y� pp otiose prier to perfornn.g t,Te leaden.. Inetollers Shall provide temporary brool ng per SCSI. TC DL 7.OPSf
R ULI woo*] UnIeee noted oth.rules, top oherd.hall
have properly attached truoturol ./rothi and bot chord 1 0.0 s f
111�.77/A77 1111 shall an, properly attoohed iggf�d ceiling. Looattton.shown For permonenl lateral Int of be BC DL P DR W G
.hail hove bracing installed per BM ...tion 83, 87 or 810, o.appllooble. Rppl)y plot..to.00h Foo.
of trues and position a..hown above and on the Joint Detail., ,mise.noted other„.a. Q.OPSf JON
efer to drawing, 1608-2 for standard plat.positions. BC LL
ITS Building'Canpon.nts Group Inc. shall not bo es nslble For any deviation from this drawing
3620Bobbilerr-Titutle,Flonda-32783 a failure to build the truss in conformance with W1S/TPI 1, ar rae handling. shipping, inatallotton
S brooms of tris..... TOT.LD. 37 OPsf 0/R LEN. 38
Ril: (320-383-03ffi R reel on this drawing or Goose pogo listing this drawing, indicates aeoeptonoe of professional
engin.wing responsibility solely for the design eho.n. Tho suitability and is.of this dreuing
#.:(m0-382.--mm for any etriioti,r. is the responsibility of the Building Designer per ANBI/TPI 1 B.o.2. OUR.FRC. 1 .25 JOB #: 20057
For Hors information see this Job•9•1101,11 note.pogo and thee*web alta.:
ITWBCG: uuu.ltubag.00m: TPI: www.tpinet.org:1TCR: wu.ebeindi.try.com: ICC: a.a..iee.of..org SPACING 24.0" TYPE SPEC
Job: (20057) Brevord Homes - Toucan 2377 / H13B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_138 ** The maximum horizontal reaction is 257# **
Bot chord 2x+, SP_#2_138
Webs 2x4 SP_#3_138 150 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00
ft from roof edge, RISK CAT II, EXP C, wind TC 0L-4.2 psf, wind BC DL-5.0 psf.
Lumber grades designated with "136" use design values approved 1/30/2013 by RLSC GCpi (+/-)-0.18
Special foods Deflection meets L/360 live and L/240 total loud. Creep increase Factor For dead
(Lumber Dur.Foc.-1.25 / Plate Dur.Foc.=1.25) load Is 1.50.
TC- From 56 plf at -1.13 to 56 Of of 13.00
TC- From 56 Of at 13.00 to 56 plf at 15.00 MWFRS loads based on trusses located at least 7.50 Ft. From roof edge.
TC- From 56 plf at 15.00 to 56 Of at 29.13
BC- From 20 plf of 0.00 to 20 plf at 9.50
BC- From 45 Of of 9.50 to 45 Of at 18.50
BC- From 20 Of at 18.50 to 20 plf of 28.00
Wind loads and reactions based on MWFRS with additional C&C member design.
f- 13' 1 2' ,D-1-' 13' d
•
=4)(8 =4X8
T
12
\5X8
6 ,5X8,
: (n LD
o _'
co l� 1\
3)(5 ('DE3 3XS (A-)
1112X4 =3X4 E3X4 1112X4 -- 1
3X5
I' 28' I
1" I 28' I --d
R=1231# U=417# RL=257/-257# W=8" R=1231# U=417# W=8"
(Ri9id Surface) (Ri9id Surface)
LEFT RAKE = 1 ' 1"7 RIGHT RAKE = 1 ' 1"7
LEFT JIG = 14'8"5 RIGHT JIG - 14'8"5
DESC. = H13B SEQ = 633216
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-207(0X)/ 0(0) O T Y= 1 TOTAL= 1 REV. 13.01 .05.0 7 2 5 011PL E -0.2528
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20. °PSf REF
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trweees r qu • xtr•ne o n fobreootnng, handling shipping, installing and broo mq Refer to and
�/I�� follow the latest edition of SCSI (Building Component Bofoty Information, bye TPand VTCRT'for f•ty TC OL
7 . S f DATE 10-03-2014
IIIT ,� pprr clic••prior to p.rfor..n ng tNN fvnoteoM. IMtoll•r•stroll proved• t*mporory brec Ing o.r SCSI. P
Unlos rot.d oth•r..lee, top Mrd hall hon•properly ottaoh.d•truotvroi .Nothing and bot on ohord
R USS wv OOD shall have o properly ttech.d rigid oseleng. Locations ho.n for permanent lateral restraint of webs BC DL
1 O.Op s f DRWG
bracing hove braceinstalled per SCSI sections 03, B7 or 010, a.opplloable. Apply plates to*ooh face
®
�( I of tr.,•. nd I
rtion a .ho.n eon*and the Joint Details, unless noted otheraTee.
Refer to and 1600 -2 for standard plateeposition.. BC LL Q. PSf JON
ITV Building onpcn.nte Group Inc. shall not be .. n.lbl.for any deviation fro.this drawing
3620Bobb;Le-Tae•hnflwith any failure to build the truss In oonfornonoe e. eth ANSI�TP7 I, or for handling, shipping, enstallo(
anion
L brooing of fruited's. TOT.LD. 37 .OPsf 0/R LEN. 28
P11: 021)-31213-03136 A seal on this drealrg or oov.r page listing this drawing, indicates eee.ptenoo or professional
.ngl�e.g re.pen.Ibe l eiy.Jiang for the design n. the to l I Ity ondluse this drawing DUR.FRC. 1 .25 JOB #: 20057
Fax:(321)-383-0362 For struotuv I.the rw Ibl let of t e Bail ldl De.I
For wore Information.se this job 5 geTeroI note.page and these bset..:
FMCS: .w.ltvbeg.cot: TPI: wv.tpinst.org: VCR: .uu.sboendustry.00n: ICC: www.locsofe.org SPACING R C I NG 2 4.Q" TYPEHIPS
Job: (20057) Brevord Homes - Toucan 2377 / H15 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_f2_136 :T6 2x4 SP_*1_136: 150 mph wind, 15.00 ft meon hgt ASCE 7-10 CLOSED bldg, not located within
Bot chord 2x4.SP_01_138 :B1 2x4 SP_02_136: 13.00 ft From roof edge, RISK CAT II, EXP C, wind TC DC-4.2 psF, wind BC DL 5.0
Webs 2x4 SP_03_13B psf. GCpi (4/-) 0.18
Lumber grodes designated with "136" use design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design.
(a) 03 or better scob brace. Some size & 80X length of web member. Attoch with Right end vertical not exposed to wind pressure.
IOd Box or Gun (0.128"x3",min.)noils 0 6" OC.
Bottom chord checked For 10.00 psf non-concurrent live loud.
Deflection meets L/360 live and L/240 total loud. Creep increase factor For dead
load is 1.50. MWFRS loads based on trusses located at least 15.00 Ft. From roof edge.
m
15' I 8' •i -N I 16' 10"8 1
X8 = X8
12 IIII`'1 5X12 =gXB T6 =4X6
T 6 1111 !�!1
V 1111 --- 1111
(� __
0 05X: (aj111llii -_(Q) (Q)1111/1111/ t\ --i --I
`II�������,(a) 1IIIIIIIIIII 111111111011111
1111 a) (D CO CO
j1111II --"'"z‘.
1111111
I i I
Dr3 400•0,7-_ B1 M2X4 011XE. 3X5 =')(6 =4X10 1113Xfd'
3X8
F 42'
F- 1 42' -I
R=1648# U=332# RL=215/-133# W=8" R-1589# U-485# W=4"
(Rigid Surface) (Rigid Surface)
LEFT RAKE - 1 ' 1"7
LEFT JIG = 16' 11"2 RIGHT JIG - 18'2"4
DESC. = H15 SE0 = 633317
PLT. TYP.-WAVE DESIGN CRIT-FBC201ORES/TP1-2007 FT/RT-20Xi0X1/ cion O T Y- 1 TOTAL- 1 REV. 13.01 .05.0 7 2 5 SBPL E -0. 1763
••WARNING!•• READ ANO FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.0psf REF
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trw.0 rsqquuira*strew.owe in fabricating,DRAWING
handling,nq shipping, installing and broolnnqq Refer to and
Follow the latest edition of SCSI (Building Caponon1 Safety Infornotion, by TPI and VTCR7 For safety TC DL 7 •Opsf DATE 1D-D3-2D14
f.a pr at,we prior to perfor,a ng tMw tarot,ons. Inatollers s1w11 prowlds tenporory Drooing par SCSI.
Ih+lese noted otherwise, top chord.boll hove properly ottoaMd strueturol ahsothing oM bottom chord
R ass OOD shall hove o properly attached rigid ceilinngg Locations.how For permanent lotsrol ra.tro int of webs BC DL 1 0•O p s r DR W G
boll have bracing. mationsinstalled per SCSI mations 83, 87 or B10, os opplioabla. Apply plates to each foae f
of truss and posiTion 0. shown oboes and on th. Joint Details, unless noted oth.rwTes. 0 0 s f JON
Refer to drovi� standard plot.position.. BC L L iBOR-Z for P
ITV Buildingomponent.Group Ino. shall not be re.poneiblit for any deviation from this drovinng9
3820Bobbi Lain-Titisv01e,Floida-32783 ny folium to build the truss in oonformonoe with ANSI/TPI 1, or for handling, shipping, installation TOT.LD. 37 OpSf 42
i brooing of true.... 0/R LEN.
Ph: (321)-383-0366 A wool en this drove or stover page listing this droving, Indiooto.oeeeptonee of pref...lonel
engin.
..ring ra.pan.ibilew
y l.ly for the design shown. The witobllItyy and use of this droving
OUR.FRC 1 . 25 JOB 1 : 20057
Fax:(321)-383-0362 for any struotur. I. the responsibility of th.building D..igner p.r ANSI/TPI 1 Soo.2.
For nor. informot ion see thisoD•g.eroi notes page and the..web.itee:
w
ITVBCC. vvv.itvbog.eom: 7PI: v .tpinst or9i MA: vvv..boinduatry.oam: ICC: vww.ioosofe.org SPACING 24.0- TYPE SPEC
Job: (20057) Brevard Homes - Toucan 2377 / H15A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_136 Negative reoction(s) of -196# MAX. (See below) from a non-wind load case
Bot chord 2x4, SP_#2_136 requires uplift connection.
Webs 2x4 SP_#3_136
150 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00
Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC ft from roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf.
GCpi (+/-)-0.18
(a) #3 or better scab brace. Some size & 80X length of web member. Attach with
10d Box or Gun (0.128"x3",min.)noils 0 6" 00. Wind loads and reactions based on MWFRS with additional C&C member design.
Deflection meets L/360 live and L/240 totol load. Creep increase factor for dead Bottom chord checked for 10.00 psf non-concurrent live load.
load is 1.50.
MWFRS loads based on trusses located at least 15.00 Ft. from roof edge.
Left bottom chord exposed to wind.
f 15' I 8' 1 15' —{
=5X8 1112X4 =. X8
11— £ '- 1112X4
12
T I
6 �/ 05.0X:0100°./.."/
SX: '3X5
: 3 X 4 In in
o a) IIIII(il'' m i�l
1112X 1(lllll(I!l1111 - 7 :_- =5X 1' = 00 00
- 3)0(;!0'47°.
3X5 4/. _10° "� 1'; Il =3X5 (fat)
�3 ` __ _= _ : .. . _=_ y
=3 5 I '4 ' '
F.-4'5"11 f 33'6"5 1
1---I 18'6" 1` I. 5' 11— 13'6" I -d
E- 38' {
R=90/-196# Rw=156# U=218# RL=306/-306# W=8" R-1288# U=218# W=8"
(Rigid Surf ace) (Rigid Surface)
R=1753# U=246# W=11 "5
(Rigid Surface)
LEFT RAKE = 1 ' 1"7RIGHT RAKE = 1 ' 1"7
LEFT JIG - 16' 11 "2 RIGHT JIG = 16' 11"2
DESC. = H15A SEO = 633642
PLT. TYP.-WAVE DESIGN CRIT-FBC2DIORES/TPI.2007 FT/RT-20:(0T)/0(0) O T Y- 1 TOTAL= 1 REV. 13.01 .05.0 7 2 5 L E -0. 1696
••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.OPsf REF
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Tr require extreme e n Fabricate handl, hl installing end brae, Refer to and O S i ----
�\/� follow the test edition of oars
'Build,n89 CSrponant s"$F.$ gpia�:af,on, by 7Pand 07CR"9)'rer r.,y TC DL DATE 10-03-2014
1st. pt`oof,oss prior to perrorn,n tl+•ss fund lens. Installers anon pro Id•teporery breol er SCSI. P
RUSSWOOD shall.octal properly., tap edord sha n hong prop•rl atteeh•n F r per of nt lateral
and Mean ehord BC DL 1 0.ops f
.boll hang o properly attached !BCS ceiling. looet�en• shown for p.rmon•nt let.e I sstroint of bs ORWG
cboll have broolrq Installed per SCSI •ctl&v 83, 87 610, os applicable. Apply lot•• to mach foam
f jr,..end posai,on p •ho.,. bong one the Jnlnt DDetail•, Ips• noted otherwise. BC LL O.O Sf JON
R•f•r to aro..,ya 1GOi1-2 ror etendord plot•po•nlon•. P
N.B..IIdin9 Tooponents Grwp Inc. shell of be • ble for any deviation from this drawing
3820 Boob,l.m,e-Tmavife.FlOnda-32763 nu tell,.re to build the truss In conformance with nS/TPI 1, or for handling, •hipping, ,n•tol lot ion TOT.LO. 37 .OPsf 0/A LEN. 38
t brae, or ,evade.
Ph: (321)-3&3-0366 R see on this dreu.ln5 x cover pegs listing this Growing, Indicates 000•ptone•of professional
•ngln..ring r•spona milliy solely for the design sho.,n. Ths wltobilltyy and use of this drowlna OUR.FRC 1 25 J 0 B #: 20057
Pax:(321)-383-0362 for any atruatur• I• the responsibility of the Building Designer per RNBI/TPI I Beo.2.
For more information we this Job•gg••n•ral notes pagge•and thew web•Itss:
ITv6CG: w.I.Itobcg.coi: TPI: w...tpin•t.or9:ll7CR: ww.sbolnd,.stry.eom: ICC: ow.lccsofe.org SPACING 24.0" TYPE SPEC
Job: (20057) Brevord Homes - Toucan 2377 / H17 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_138 150 mph wind, 15.00 Ft meon hat, ASCE 7-10, CLOSED bldg, not located within 9.00
Bot chord 2x4,SP_#2_136 ft from roof edge, RISK CAT II, EXP C, wind TC DL4.2 psf, wind BC DL-5.0 psf.
Webs 2x4 SP_#3_13B GCpi (+/-)-0.18
Lumber grades designoted with "13B" use design values approved 1/30/2013 by ALSO Wind loads and reoctions based on MWFRS with additional C&C member design.
Bottom chord checked For 10.00 psf non-concurrent live load. (o) #3 or better scab broce. Some size & 80Y. length of web member. Attach with
IOd Box or Gun (0.128"x3",min.)noils 0 6" OC.
Deflection meets L/360 live and L/240 total load. Creep increase Factor for dead
load is 1.50. MWFRS loads based on trusses locoted of least 15.00 ft. from roof edge.
i 17' I 4' I - 15'6" H
X8 = X8
6 (/12 /5X• g3 S
ro 3X4
(a) In In
o OD S. / //'/`:
m C)
2X (a/�frp���/ m -
�l�� 11
il i /l, '''-4--4X4
'l1T
-i- 3'33X, ___- - __40.11.,
EE
H, 1'1"3
� ' � ' v: III ':• y
1114X6 (R)
36'6"
E- 1 36'6" 1
R=1440# U=219# RL=307/-306# W=8" R=1380# U=197# W=4"
(Ri9id Surface) (Ri9id Surface)
LEFT RAKE = 1 ' 1"7
LEFT JIG - 19'2" RIGHT JIG = 17' 10"3
DESC. - H17 SE0 = 633338
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TP1-2007 FT/RT-20%(0X)/ O m) O T Y- 1 TOTAL- 1 REV. 13.01 .0 5.0 7 25 L E -0.2022
••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20. OPsf REF
••IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Tru••••r •*aro.. o n fabrioote hondie hr Fpe ir»toill nd brood R.f.r to and
�/��� fallow the loteet edition of oar. (Buddenq,Onpan•n+ s"$F.'+g I,.Col�:.a,ean, by"IPI one vTCA)'for f•ty TC DL 7 . OpsF' DATE 10-03-2014
Ise. pr 0140••prior to p•rfornrrg tMes fwrwteb,-. Instal)ars eh•II proved• tv.porory brooing per SCSI.
Unless ro1•d oth•rve.•, top Shard oho') hove proper) ottooh.d•truoturol •Moth. and 03110..chord
RUSS OUD .boll have a properly attached rigid coiling. Loouttons shown for pr..an•nt lateral . traent of toot. BC DL 1 0. O P s f DR W G
shall have broce nq enstolled per SCSI sections 83, 87 or 810, os oppleoobl.. Apply plot.. to each foo.
of truss and poseTeon os alwwn oboe• and on the.hint Details, unless noted oth•rwT...
R.F.,' to tr•owlnps 180R-Z for stontlord plots positions. BC LL 0•Opsf JON
ITV Bueiding'Conpon.nts Group Ino. shall not b. • n.ibl•for any d.ve•teon fr0n this droving,
36208obbiLare-Tihavi8•.Flaid.-32783 for lure to build the truss in oonfornonoe with RNS�TPI 1, or for handling, shipping, erot.11aion TOT.LD. 37 OPsf 360600
i"6roc eng of fro.•... 0/R LEN.
Ph: (321)-383-0366 R..0 on this d.owlnB rr pogo leafing this drawing, o
ving, Indeoot•s ooeptomo•of professional
engin•ring resp.roibl l ity eslely for the design shown. The suitability end uso of the.droving OUR.FRC. 1 .25 JDB # ZDD57
Fax:(32I)-383-0362 fes any structure is the reeponelbility of the Building Designee pee RNB�I/TPI 1 8.0.2.
For mar. enfor..ateon..• the.,lab. YTCA. w..bo ndst y. th..ICC wb uu.loosof..or SPACING 24.0" SPEC
ITVBCG: wv.lt.bcg.co": TPI: uw.tpen.t.org: w.,, y.aa..: g TYPE P E
Job: (20057) Brevard Homes - Toucan 2377 / HI7A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_136 150 mph wind, 15.00 ft mean hot, ASCE 7-10, CLOSED bldg, not locoted within 9.00
Bot chord 2x4. SP_#2_136 ft from roof edge, RISK CAT II, EXP C, wind TC DL4.2 psf, wind BC DL-5.0 psf.
Webs 2x4 SP_#3_136 GCpi (t/-1-0.16
Lumber grades designated with -138" use design values opproved 1/30/2013 by ALSC Wind loads and reactions bosed on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non-concurrent live lood. (o) #3 or better scab broce. Some size & BOX length of web member. Attach with
10d Box or Gun (0.128"x3",min.)noils 0 6" OC.
Deflection meets L/360 live and L/240 total load. Creep increase factor For dead
lood is 1.50. MWFRS loods bused on trusses locoted at least 15.00 ft. from roof edge.
Left bottom chord exposed to wind.
F6 17' -I 4' { 17' H
X8 = X8
T
1112 X 4
12
6 �3 X 3X5
m (a) UD UD
CD o. k'3X4
\\\4X4 '4� N ......-
CO Cr)
CO -.'
1.
0) m
=SXA
H
1112X4 J--= __ !• .i •- 3X5 (A1)
113X4 v 1112X4
1-=---6'5"11 1 31 '6"5 4
F- 1 17'3-8 1 —5. i°E 13'6" 1 -H
E 38' 1
R=212/-164# Rw=228# U=205# RL=342/-342# W=8" R=1203# U=207# W=8"
(Ri9id Surface) (Ri9id Surface)
R=1751# U=222# W=11 "5
LEFT RAKE = 1 ' 1"7 (Ri9id Surface) RIGHT RAKE - 1 ' 1 "7
LEFT
JIG =119 19'2"
RIGHT JIG = 19'2"
SEO 633611
PLT. TYP.-WAVE DESIGN CRIT-FSC2010RES/TPI-2007 FT/R7-20:10:1/0(0) O T Y- 1 TOTAL- 1 REV. 13.0 1 .05.0 7 2 5 JL E -0. 1896
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
••INPORTRNT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T C L L 20.O p S f REF
Trusses r gqvv,rs extreme o n Fobrloot,nnqq Mndllnq hipppinngq, install, and bracing. Refer to and
follow the I0test eition of SCSI IBw,lding Cd..ponent Safety Info7:notion, by TP1 and V7CR7 for safety
42Lk,
1� pr ences prior to psrfornlnS these function.. I,.toli.rs shall provide tenporery broo,n9 per SCSI. TC DL 7 .OPSf DATE 10-03-2014
RUSSWOOD Un i.se rated otMr.,l.., top ehord.Mil hos.prep.rlly etteoMd struoturel she.th,n9 end bettor,ohord BC DL 1 O.OPsr
shell Mea o properly ettooMd ,gid eeslsnB. Loeot ons shown For pernpMnt later l .=fro=nt of cabs DRWG
shell Mse bracing Inetollsd per SCSI section.53, 87 or 810, as oppl,eeble. Rppl4 plates to.oeh face
I of trussend ,tion oshown obese and on the Joint Details, unless noted otherw-se. 0.O P S f JON
R.Fer to a-a..4Onngegss 1608-i Fuer standard plot.po.lt,one. BC LL ITV&.,Id l,y-Cold the trues
Inc. soil not be po bee for any handling,
,on Frpr,this nstu,fl9
3820 Sobld l.m.-Titvsadle.Fle=ida-32963 pM,fol •to bused 1M trove ,n oonFornonoe with 81SI/TPI 1, or for handl In . eh,pp,n9, installation TOT.LO. 37 . OPsf 38
I.6reel en this 8-ering or oossur pogo listing this drawing, Indlootw eee.pteno.of preFsplgwl
Fax:(321)-383-OOG2 or.ntir,n9rr«pen.b}II-Ity sponeibfor tt of the BBui ldi'. Dos. wltebl I,t lenduse I I S.°F'.ihis drawing) DUR.FRC. 1 .25 JOB #: 20057
°�• Far nor. infooenotionasee this fob�ggee general notr es pogo and thee.web.Iles:
1148C6: ww.ltwbo$.eor: TPI: ww.tp,nst.or::YTCR: ww.sboind...try.cor,: Ice: www.Iao.oF..orB SPACING 24.0" TYPE SPEC
Job: (20057) Brevord Homes - Toucan 2377 / H18R THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_13B :T1 2x4 SP_#1_136: Negative reoction(s) of -859# MAX. (See below) from o non-wind load case
Bot chord 2x4. SP_#2_136 :B1 2x4 SP_#1_13B: requires uplift connection.
Webs 2x4 SP_#3_136
150 mph wind, 15.00 Ft mean hqt, ASCE 7-10, CLOSED bldg, not Iocoted within 9.00
Lumber grodes designated with "13B" use design values approved 1/30/2013 by RLSC Ft From roof edge, RISK CRT II, EXP C, wind TC DI_ 4.2 psF, wind BC DL-5.0 psi.
GCpi (t/-)-0.18
Calculated horizontal deflection is 0.16" due to live load and 0.27" due to dead
load. Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non-concurrent live load. (a) #3 or better scab brace. Some size & 80X length of web member. Attoch with
10d Box or Gun (0.128"x3",min.)noils 0 6" OC.
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead
load is 1.50. MWFRS loads based on trusses located at leost 15.00 Ft. From roof edge.
Left bottom chord exposed to wind.
.
f' 18'2"8 'F':-.4s 18'2"8 1
_X8 =5X8
• 0
12 03X: 1112X4
6 1/ 03X r; 3X5
co co
Lo 1112X = 3X4 -t
fie
3X5 ll — _- _l ° I 1'. _ _ _=3X5 (Al)
�3 ' 14 5 (R) =SX: ' ('" I ' ' = X4 � _L
CD (a)
1"-----7.8"3 I 30'3"13 1
.
F-- E- 18'6- ri-a-
5' —s-1°F 13'6" I --I
I- 38' 1
R=-859# Rw=97# U=591# RL=363/-363# W=8" R=948# U=213# W=8"
(Rigid Surf ace) (Rigid Surface)
R=2692# U=229# W=11 "5
LEFT RAKE = 1 ' 1 "7 (Rigid Surface) RIGHT RRKE = 1 ' 1"7
LEFT JIG - 20'6"3 RIGHT JIG = 20'6"3
DESC. = H18R SE0 = 633582
PLT. TYP.-WAVE DESIGN CRIT-F0C2O10RES/TPI.20O7 FT/RT-2OX(O2)/ O(0) OTY= 1 TOTAL= 1 REV. 13.01 .05.0725 HUIB1LE =0. 1896
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
••IMPORTANT•. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.0 p s F R E F
IagM /noosesrequire extremecoreIn Fobrioetlnnpp handlinngq hlpppp nnqq installing nd broolnanq Refer to and
/� Follow the Iciest edition of BCSI (Bwilding Cdwp:rwnt 6d�"ets IMo)'netlon, by TPI and VTCRl for safety
atlas.prlar to p.rForning t cn F...otlan.. lnetoli.,. hell provide t.nporory era:In per BCSI. TC DL 7 .OPsf DATE 1O-03-2014
R USSWUUD �1 i... ted Otherwise, tap hard hall ha prap.rl attaah.d tr otoral .h.othln9 and bot an:hard BC DL 1 0.0 p s F DR W G
.poll hove o proper)y tt::hee riggid colli Laoot,on.tar:"
perwonent lateral re.iralnt of webs
Noll hove droolnq Inas letl per above nail th 83, B7 ar 8)0, os eryllooble. Rppl lote. to each Laoe
of trim..and pa.!Ian a .boon abao.aro n lb.Joint wtalis, wale..natal otherwise. BC LL 0.OPsF JON
Refer to drawing! 16084 far atonderd plots po.Itlon..
(TO Bu:Iding-Copon.nts Group Inc. Stoll not be responsible for any deviation fro,this drawing,
382O8obtoLmr-Trtuavlle.Flonde-32783 a failure to build the truss In oonFor.anc. with ANS://TPI 1, or far hondlln, Nlppin, Inetalialion TOT.LO. 37 OPsF 0/A LEN. 38
L eroding of trusses.
Ph: (321)-383-0366 A owl on this drawing or cover pose listins this drawlnp, Indlest.e aoo.pl.n.e of profe.slon.l .
.npineerinp r..pen.ibiii y spiels roe the d..lpn shown. Th..ultebillt and us.of this dr.wlne OUR.FRC. 1 .25 JOB #: 20057
Fax:(321)-363-0062 foe any structure 1s the responsibility of the Buildins D..Ipn.r per M1B1/TPI 1 S.o.2.
For nor. Infornatlon. s this fob.general not.. pogo,and these web sites:
ITVBw .,
CG: w .Itwbcg.co : TPI: ww.tpinet.org: TCR: ww.ebOI try.co.: ICC: ....w.........." SPACING 24.0- TYPE COMN
Job: (20057) Brevord Homes - Toucan 2377 / H3C THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_136 150 mph wend 15.00 Ft meon hat ASCE 7-10, CLOSED bldg, Locoted anywhere In
Bot chord 2x4 SP_#2_136 rooF, RISK CRT II , EXP C, wind fC DL=4.2 psF, wind BC OL5.0 psF.
Webs 2x4 SP_#3_138 GCp1 (+/-)=0.18
Lumber grades designated with "138" use design values approved 1/30/2013 by ALSC Wind loads and reactions bosed on MWFRS.
DeFlection meets L/360 live and L/240 totol load. Creep tncreose Factor for deod #1 hip supports 3-0-0 docks with no webs.
load Is 1.50.
F 3' 1 6' I 3' II
12 :4X8 =4X8
-f -I
I 00 _
=3X4 (R1) m m
=-3X4 (R1) 0 0
mom
i_
3 TI
4"3 i
=3X4 1112X4
F 12' 1
F' 12'
f 3' 1 6' 3' 1
51G sl
R=545# U=200# W=8" R=545# U=200# W=8"
(Ri9id Surf ace) (Ri9id Surf'oce)
DESC.JIG
= H3C 6 4 RIGHT
SEOG 633111
PLT. TYP.-WAVE DESIGN CRIT-F8C2010RES/TPI.2007 FT/RT-20X(07)/0(0) OTY- 1 TOTAL- 1 REV. 13.01 .05.0725 SJ LE -0.6319
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 2O.OPSf REF
eeIMPCRTRNTei FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses Wire extreme core In Fabricating, handling *hipping, Installing and braolnnqq Refer to and
Follow the latest edition of SCSI (Building Coonent Safety Infornatlon, by IPI and YTCRY for sorely
�T p oclloee prior to perferning 1Mes functions. Installers iholl provide temporary bracing r SCSI. TC DL 7.Opsff' DATE 10-03-2014
Lk
R T lCtCf�OO� Unless noted otherwise, top chord shall
have properlyattached +ruoturol sheathing and bot OA chord 1 O.O p s r
■1A7A7 shall how o properly attached I Id polling. L000tay shown For permanent lateral Int of webs
shall hove bracing Installed per SCSI .mations B3, B7 or 810, as opplioable. Apply plates to each foam BC DL [ DR W G
of truss and position as shown above and on the Joint Details, wnless noted otherwTs.. O 0 rI S r JON
Refer 10 drawinngqss 1508-2 for stondord plots positions. BC LL r
ITt Elul lding-Co.ponents Grail Inc. shall not be responsible for any deviation from this drawing
3620 Bobbi Lane-Titusv3e.Flotida-32783 ny failure to build the true. in conformance with ANSI/TPI 1. OP for handling, shipping, Inetallatla,
L b coing of trusses. TOT.LD. 37 .OpsF 0/R LEN. 12
Ph: (321)-383-036G R seal an this droc,ing or oay.r page Hooting this drawing, Indloate. p ..
eootano.of proF .laal
engineering responsibility solely for the design shown. The saltobiIity and use of this drawing 1 .25 JOB #: 20057
Fax:(321)-363-0362 For any.truoture I. the responsibility of the Building Designer per RNIIIPI I Bso.2. D UR.FRC.
For more information see this Jobe general notes pound these web site.: SPACING 24.0" HIPS
ITIIBCG: uw.ltabag.00m: TPI: www.tpinet.org: TCR: ww.sbcl try.comi ICC: uw.icosor..org TYPE
Job: (20057) Brevord Homes - Toucan 2377 / HSC THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_138 150 mph wind, 15.00 Ft mean hat, ASCE 7-10, CLOSED bldg, not located within 4.50
Bot chord 2x4.SP_k2_13B Ft from roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf.
Webs 2x4 SP_U3_13B GCpi (+/-)-0.18
Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design.
Deflection meets L/36D live and L/240 total load. Creep increase Factor For dead Bottom chord checked for 10.00 psf non-concurrent live lood.
load is 1.50.
Ie 4 ' 3- I 2' I 5. ..I
=4X8 =4X8
\ T
12
6I/
cr) (Y) co
O O O
---i ri
(\1=3X4 (B1) N N
0 0
= X4 (R1)
1-
4 3
1112X4 1112X4
11 '8" —
f 11 '8" 1
R=440# U-159# RL-79/-82# W=4" R=443# U=160# W=8"
(Rigid Surface) (Rigid Surface)
DESC.J=G H5C 5"10 RIGHT
SEQG - 633119
PLT. TYP.-WAVE DESIGN CRIT-F8C2010RES/TPI-2007 FT/RT-202(0X)/ 0(01 O T Y= 1 TOTAL= 1 REV. 13.01 .05.07 2 5 L E =0.6499
••WARNINGI•• READ AND FOLLOW RLL NOTES ON THIS DRAWINGI TC LL 20.0psF REF
••IMPORTANT•• FURNISH THIS DRAWING TO ALLCONTRACTORS INCLUDING THE INSTALLERS.
n
Tri....rewire wtr..r o n fobr looting, TO shipping, I installing and brool R.f.r to end
follow the iiet edition or SCSI (Building Component Safety Information, by TPand VICAi'for safety
,� pprraatia..prior to p.rrarml p thee.func,lbr. In.,aii.-.Yoll prawld,temporary braaing p SCSI. TC DL 7 .0psF DATE 10-03-2014
RU��wU�D shell noted ofhei I.., top Shard,boll Mve prop.rl nscettoohedshown ruoturol sheathing laterg and bottom hard
v .MII M.e properly itooh.d rigid ceiling. Locations or 810, for permanent Iat.rol Int of b. BC DL 10.0psF DRWG
shall have bracing installed per I BCS7 attars 83, 87 or 810, oe applicable. Apply plates to each face
of tress and poertion as shown above and on the Joint Details, uness noted otheruTss. BC L L O. O p S F JON
Refer to drool 1606-2 for.tondord plot,positioN.
ITil&,I iding ponhnts Group Ino. shall t bs .sons ibl,for any andlot ion from,,his drawing,
3820 BobbiLmn-Trtutviee,Fksida-32783 i o to build the truss in oon('ornona.with P153/iP] 1, or for Mandl iry, ,hipping, installation TOT.LD. 37 .Opsf 110800
of trod.... 0/R LEN.
Ph: (321)-3$3-(X3 bracing seal on this droving or sour Noge listing this drawing, Indl sotw soo.ptenee of prof.solerol
.ngin..ring resparibility solely for the dsoign shown. The suitability and uss of this droning
Fax:(321)-383-0362 for any structe is the responsibility or the wDesiree Building Desier p.r RNYI/TPI 1 S.o.2. DUR.FRC. 1 .25 JOB tt: 2005 7
s
For more information.. this,lobe generol notes pose and these web sites:
ITV8CG: wuw.itubog.eon: TPI: w.v.tpinst.org:VTCR: ww.sbol try.00m: ICC: ioo.loo.or..org SPRC I NG 24.0" TYPEHIPS
Job: (20057) Brevord Homes - Toucan 2377 / H7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x6 SP_#2_13B :T1 2x4 SP_#2_138: 150 mph windi 15.00 Ft meon hot ASCE 7-10, CLOSED bldg, Located anywhere in
Bot chord 2x6.SP_#2_13B roof', RISK CRT II, EXP C, wind TC DL-4.2 psF, wind BC DL-5.0 psF.
Webs 2x4 SP_#3_138 :W12 2x4 SP_#2_13B: GCpif+/-)-0.1B
Lumber grades designated with -13B- use design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. •
(o) #3 or better scab brace. Some size & BOX length of web member. Attach with Right end vertical not exposed to wind pressure.
10d Box or Gun (0.128"x3",min.)noils 0 6" DC.
(b) (2) #3 or better scab braces. Some size & BOX length of web member. Rttoch
#1 hip supports 7-0-0 jacks with no webs. one to each Face w/10d Box or Gun (0.128"x3",min.)nolTs 0 6- OC.
Deflection meets L/360 live and L/240 totol lood. Creep increase Factor For dead
lood is 1.50.
E- 7' I 35' -i
12
6 L.- 1116 8IR) =4X5 I1113X4Tiii X7 =3XL0 =3X5 5X5 =3X4 =6X8
T 1 =(c)
..(b) (Q)/p////// W 1 I I U
3'10"3 _4 X 5...;0° -'--'-_-`� �' ///////////d// 3 1T0"3 UD Cr) CO
1 _i_
=8X10
16' 10" I 25'2" 1
P
F-1- 16'8"4 F] 25'0"4
F 42' -I
f- 7' 1 35' s{
462#
LEFT RARE = 1 ' 1"7
LEFT JIG.= :06 18=309# W=8" R=4156# U=1516# W=4" R=1779# EiL .e IG,,-42.5'2"8
DESC. = c fo 0633248
W
PLT. TYP.- • '. i 9 i d Surf mines IT-FBC2010RES/TPI-2007 FT/RT-20!(Onn016 i d Sur{1b`it'e)1 TOTAL- 1 REV. (R8gff d. •S►,-
i :lul:'LE -0. 1763
•.WARNING'•• READ AND FOLLOW ALL NOTES ON THIS DRAWING' TC LL 20.OpsF REF
••IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Truces. qw Ir• mfrgr.e e n fobrioot,ng, hondling hlpppp nnqq ns}olllnq nd broo lnnqq Refer tc and follow tM latest edition of SCSI (Building Component S8f,ty InForiati on, by TPI and VTCN for F.ty
an a..prior ro p.rfarming ti,. Functions. Installers shall provide temporary Droving per BCS(. TfC. DL 7 .OPsf DATE 10-03-2014
RUSSWOOD Moll ted p.operly top oho rd doll hong properly ntt shhedown For
sheathing ow bottom chord BC DL 1 O.Ops
.mall hon.a properly all.d p rigid ailing. B3, BF
lawn Por permanent I int of webs ORWG
shall lave bracing Installed per SCSI notions 83, B7 or BID, as applicable. ripply plot.. to.00h Coag
of truss and ppoossllion os shown oboes and on the Joint Details, unless noted otherwise. [�
Refer to drowlna. 150f-z for standard plot,position.. BC LL 0 .Opsf JON
ITV Bwlld lry-CC pon.nta Grasp Ino. alall t bg bla For ony devlolion from this drawing
3820 Bobbelane-TrammIle,Florita-32783 o failure 10 build ids truss, In conformonc.with ANSI/TPI 1, or Cor handllog, shipping, installation
c"araoin9 of truss... TOT.L0. 37 .Opsf 0/R LEN. 42
Ph: (321)-38t-Q?�i R,gal on this drouing or Dover page listing this drawing, IMlootss soesptenos of profssslorol
engineering responsibility wkly for the design shown. The wltebllit end use of this drawing
Pax:(320-383-0362 far emu structure is the r..pon.ibillty of the Building Designer per a181/DPI 1 sso.2. DU R.FRC. 1 . JOB #: 20057
For more InFormotion see this ,Job s general notes page and these b site.: S PR C I N G 2 4. " H I P f1
ITWBCG: wu.itubeg.00n: TPI: ww.tpin.t.orgi VTCB: ww.eboind stry.00m: ICC: ww.iooeoF..or9 TYPE
Job: (20057) Brevord Homes - Toucan 2377 / H7A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_136 :T2, T3 2x6 SP_#2_13B: Negative reaction(s) of -200# MAX. (See below) from o non-wind load case
Bot chord 2xfe SP_#2_136 requires uplift connection.
Webs 2x4 SP_#3_136 :W6 2x4 SP_#2_13B:
150 mph wind 15.00 Ft mean hat ASCE 7-10, CLOSED bide, Located anywhere in
Lumber grades designoted with "13B" use design values approved 1/30/2013 by ALSC roof, RISK CAT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf.
GCpI (+/-)-0.18
Special loods
(Lumber Dur.Foc.-1.25 / Plate Dur.Foc. 1.25) Wind loads and reactions bosed on MWFRS.
TC- From 56 plf of -1.13 to 56 p f of 0.00
TC- From 56 plf at 0.00 to 56 p f of 7.00 (a) U3 or better scab brace. Same size & BOX length of web member. Attach with
TC- From 119 plf of 7.00 to 119 p f of 26.67 10d Box or Gun (0.128"x3",min.)nolls 0 6" OC.
TC- From 56 pif of 26.67 to 56 p f of 38.00
BC- From 20 pIF of 0.00 to 20 p f at 7.00 (b) (2) 143 or better scab braces. Some size & BOX length of web member. Attach
BC- From 44 pIF of 7.00 to 44 p f of 26.67 one to eoch foce w/10d Box or Gun (0.128"x3",min.)noiTs 0 6" OC.
BC- From 20 pIF at 26.67 to 20 p f of 38.00
BC- 462.23 lb Conc. Lood at 7.00 Deflection meets L/360 live and L/240 total load. Creep increase foctor for dead
load is 1.50.
I. I 24 ' I 7' _____, {
12 T2 =4X8 T3
6 V 11\6X8 CR) 1114X8 CR) =57 1114X4 N/7 8 CR) ___,,,,
I
3'10"3 W 6 ..-•• b..,.. ( )
.... P to
LID
7 -, -"
=3X4 ( ) co
=4X6 io•
1113X55 =3X4 =3X5 = 5 .---7.(10 1 O 1112X4 _ -
E 26'6" -► 11 '6" i
F. I 38' 1
7' 1 31 ' ]
462#
R=1762# U=995# W=8" R=3546# U=2658# W=4"
(Rigid Surface) (Rigid Surface)
LEFT RAKE = 1 ' 1"7 R--200# U=58# W=8"
LEFT H7A
JIG ' 11 "14 (Ri9id SJ �ViIG - 7' 11"14
pSEO = 633696
PLT. TYP.-WAVE DESIGN CRIT-FBCZDIDRES/TPI-2007 FT/RT-20X(DX)/0(D) QTY= 1 TOTAL= 1 REV. 13.01 .0 5.0 7 2 5 9 L E =0. 1944
••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.0PSf REF
••IMPORTRNT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trus...r qwIr. •trr.,V o In fobrlootlry, hondll .h I , enstolllnq nd brao� R.Fer to and
fali., the let..t .dillan of BCS! (Boiloing Camporn.nt s$f.ty�rraa"4ma+ran, by TPi and IrtcR 'For nof.ty TC DL 7 OPSf DATE 10-03-2014
�t(1(� r� prootie..prior to pnrforning those functions. Ir,.tollnrs.MII proved.t.,porory bracing per BCS!. r
R USSWOOD EFT
ncId oth.r.lse, top chord shall hove propria attooh.d atruoturol .learning and batten olard BC DL 1 O.OPS f
shall have o properly ottooh.d r Id aid ing. L000tTo=shun for p.r..an.nt loterol int oC bs D RW G
shall hove braol In.toll.d per BCSI anon.83, 87 BID, o. pplloobl.. ppl�lNIotN to.00h Cee.
F trus.and pa.' ion a ho above and +h•Joint total!., ni...notal oth.rwT . BC L L 0.0p
sr to droving' 160R-Z For standard plot.position.. 0.O S i JON
ITV Building-Co por»nts Group Inc. shall not b. ..po ebl.For ony deviation Cron the.drawing
3820BobbiLan.-FdnanLe.Florida-32783 any Foliar0 to build the truss In oonFo•nonc.with ANSI/TPI 1. or For handling. shipping, In.tol lotion
L 6roolnq of true.... 0/
TOT.LD. 37 OPsf A LEN. 38
Ph: (321}383-� R seelon this droving or sour peg. lest lf9 the•droving, Indloot.s 000•ptano•of prOF.sslonol
en$ln..rine r.•pon•Ibelliy solely for tM design•noun. T.wltobllltu and w.of thle dowing DUR.FRC. 1 .25 JDB #: 20057
Fax:(321}3$3- 2 For any etruotur. I• the e•porrlbI i lty or the Building O••lener per MA1/TPI 1 B•o.2.
For nor. information see this b genera not.. go and these web site•: SPEC
ITVBCC: ww.Itwbog.00n: TPI: ww.tpin•job VTCB: ww.sbalnnd...try.00,.: ICC: vw.laosafe.o•g SPACING 24.0" TYPE
Job: (20057) Brevord Homes - Toucan 2377 / H7B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_142_136 :72 2x4 SP M-31: 150 mph wind 15.00 ft mean hat ASCE 7-10, CLOSED bido, Located anywhere in
Bot chord 2x16SP_WI_136 roof, RISK CIT II, EXP C, wind TC DL-4.2 psi', wind BC DL5.0psF.
Webs 2x4 SP_#3_136 GCp1 (+/-)=0.18
Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC Wind loads and reactions bused on MWFRS.
Deflection meets L/360 live and L/240 total load. Creep Increase foctor for dead W1 hip supports 7-0-0 docks with no webs.
load is 1.50.
I- 7' -I 14' I 7' - -i
12 = III T2 = 8
6V -I I-
U) 0
o
CO
Cr) =4X8 (B . =4X8 (Bg)
�3 �� II2X4 . -H`11 10 1112X4 - I I
F 28' i
•
F.-7 I 28' -{-,--'-{
1 7' 1 14' 1 7' i
4621* 462#
R=2189# U=816# W=8" R=2189# U=816# W=8"
(Ri9id Surf ace) (Ri9id Surf ace)
LEFT RAKE = 1 ' 1"7 RIGHT RAKE = 1 ' 1"7
LEFT JIG - 7' 11"14 RIGHT JIG - 7' 11"14
DESC. = H7B SEQ = 633161
PLT. TYP.-WAVE DESIGN CRIT-F8C2010RES/TPI-2007 FT/RT-202(0X)/ D(0) 0 T Y- 1 TOTAL= 1 REV. 13.01 .05.0 7 2 5 81EbiL E -0.2528
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.O p sf REF
True.•. r • .iru• n Fobrlootlnnqq handlinngq shipping, In.tolll and bracing._ Refer to and
�,''� colla the late., edition of SCSI (Bubldlnq Cdnponent Sb�'•ty InfoF tion, by TP1 and VTCRT or.ofely
,� prootlea prior to p•riornln8 thew r,w.otlan.. Inaoi Iore Wil prowl d. t.nporor9y brooinngg pper SCSI. BCTC DL 7 OpSi DATE 1D-D3-ZD14
RUSSwOUD .m tad oth•rrl.•, top chord MII hove prop•rl oltoaMd.iruoturol r»olhl7g one betron chord DL 10.Opsf
llSS WII MI o properly bitooMd 19Id o.11tru9. Leaot1one.horn roc p.rron•nt '.1"7;',
ot•roI Int of.rebs DRWG
Wll Mw brool� Instal l•d per B[SI otloro B3, 87 810, o. ppllo.bl.. Rppl plot•. to.Ooh Poo•
wi,'.a of true. d p..:� a .horn above and theposit..
Joint 0.tell., i...natty eth.rrY... BC LL 0.Opsf JON
Refer to drorin"C 1605-2 for standard plot.position..
(Tv Buildlny-A W the t Group Ira. WII not b.responsible for ony doviationIon fro.,this nstoing
3820 Bob(.l.ml•-Tk,nvl�e.Florida-32783 ny failure to build the truss In oonFornono.with ANSI/7P] 1, or for handling, shipping, Irotollollon
L bracing Of treses.. TOT.LD. 37 .OpsF' 0/R LEN. 28
Ph: (321)-383-0366 R sisal on'hilt drawing or Dever page listing this drawing, Indloot.s 000.ptonoe of professional
•ngin..ring re.ponslbllliy solelyy for the design shown. The suitebllifyy end use of this drawing
Fax:(32I)-383-0362 for any etrueturo
y is the r.epe )blIity of the Building Designer per RN81/TPI 1 8.o.2. DUR.FAC. 1 . 25 JOB #: 20057
For noregnfornotlon seal thispin .o s gsn.: l no,.s lag.and ,M..web sites: g 1 SPACING 24.0" TYPE HIPS
ITVBCG ww.ItrbO con: TPI: ww t Irot.or CR: ww.ebOl lr con: ILL: ww.loosof..or
Job: (20057) Brevard Homes - Toucan 2377 / H9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_136 150 mph wind, 15.00 ft mean hat, ASCE 7-10, CLOSED bldg, not located within 6.50
Bot chord-2x4sSP_#2_138 ft from roof edge, RISK CAT II, EXP C, wind TC OL-4.2 psf, wind BC DL-5.0 psf.
Webs 2x4 SP_#3_138 GCpi (+/-)=0.18
Lumber grades designated with "13B" use design values opproved 1/30/2013 by ALSC Wind loads end reactions based on MWFRS with odditionol C&C member design.
Co) #3 or better scab brace. Some size & 807 length of web member. Attoch with Right end vertical not exposed to wind pressure.
10d Box or Gun (0.128"x3",min.)noiis 0 6- OC.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total loud. Creep Increase factor for dead
load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge.
E 9' 1 33'
12 -SXR 1112X4 - - C6 =3X5 . - =3_X4 m4X4T T 1-
m
m 6 V %2 X `• �'-.__!_'__(a) C (ca) rpr��rrfrir (a) rrw1r',rr/ m T T
0 — Pa
rr�r�' rrr''rrf pr O m m
A_ D'33X5O 'err ',rf Lf)
m 3X4 m X6! Mm3X8 =3X4 1X6 =3X5 1113X1 1. 1
f- 16' 10" i 25'2" -{
[-I 42' 1
R=591# U=169# RL=192/-74# W=8" R=845# U=316# W=4"
(Ri9id Surface) (Ri9id Surface)
R=1900# U=745# W=4"
(Ri9id Surface)
LEFT RAKE = 1 ' 1"7
LEFT H9
JIG 1 '2"11 RIGHT JIG = 33'4"4
SEO 633267
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-202[0X)/0(01 OT Y- 1 TOTAL- 1 REV. 13.01 .0 5.0 7 2 5 9DFL E -0. 1763
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20. OpSf REF
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses r.y,.ir.emirs. in fobriootinnqq handling, shipping, n.tolling and brooinnqq R.f.r to end
follow the lot.st edition of SCSI (Building Component Saety Info7' eteon, by TPI and PTCR7 For safety
pr tie..prior to p.rfarwing thee.fwgteoro. Irotollere.boll provide r.nporor brooeng t�SCSI.
TC DL 7 OPSf DATE 10-03-2014
�T�t(t Un l.so notal oth.ri lse, top chord•boll hove proper)y otteoh.d structural sh.othii((q end bottom chord [�
RVA7A7 OOD shall hon•o prapsrly oltooMd Id o.liinngg 1.0008TCns shown for permanent lotsrbl rs.trolnt of sobs BC DL 107
• p S i DRUG
.holt how.broom. IA.tolled per SCSI and
B3, 87 or 810, os oppileobl.. Apply plates to each Foos
of truss ono posliion as.boson oboe.end on the Joint O.tolls, unleu notal otMrwY. . O•O S f JON
Refer to ilding s 1808-2 for standard plot.nositlpy. BC LL P
ITi1 lue ld o build
Group Inc. shell not be so nsib1.for ony deviation Fran this drawing,
3820 Babb.l.aee-T'ihavIDe.F7otida-32783 any failure to bulltl the truss In eonfornor w with ANSI/TPI 1, or for handling, shipping,ippl ng, Irotoilolon TOT.LD. 37 .Opsf 42
brool of this.... 0/R LEN.
Ph: (321)-3ffi-0311"6 R see on this drouing or sever pegs listing this sho drowln., IeWlsotso 000eptenoa of profssolenel
engineering etur I responsibility solely for the design shown. Th.sultobllltyy end uss of this drawing
Fax:021)-383-0052 For any strweture 1•the .•pensibility of the Building Designs per RNBI/TPI I Beo.2. OUR.FRC. 1 JOB #: 20057
For or. Information s.. the.,lab s general notes pend th.se w.b slt.e: SPACING 24.0" HI PM
I7VBCG: ww.etwbeg.eem: TPI: www.tplrot.org:LICA: ww..bcl try.00m: ICC: www.lccsofe.org TYPE
Job: (20057) Brevord Homes - Toucan 2377 / HBA THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_82_138 150 mph wind, 15.00 ft mean haqt, ASCE 7-10, CLOSED bldg, not located within 9.00
Bot cll.ord'2x4p. SP_82_13B ft from roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psF, wind BC DL=5.0 psf.
Webs 2x4 SP_43_13B GCpi (t/-) 0.18
Lumber 9rodes designated with 0138" use design values approved 1/30/2013 by RLSC Wind foods and reactions based on MWFRS with additional C&C member design.
Deflection meets L/360 live and L/240 total load. Creep increase factor For dead Bottom chord checked for 10.00 psF non-concurrent live loud.
load is 1.50. MWFRS loads based on trusses located at least 7.50 Ft. From rooF edge.
1 9' 1 20' 1- 9' 1
2 =9X8 M2X4 = (6 =3X4 =5X8 T T
6 I I
ro �2X 7/2X4
• (n In
o
-,
=4X5 �0 =/ CO 4X5 (,FI 2) I)
�3 f-.. =3X4 m5 =3X8 =3X4 =n(5 =3X4 = I _I
f 38' 1
P- 1- 38' 1
R=1498# U=567# RL=174/-185# W=8" R-1436# U=533# W=8"
(Rigid Surface) (Rigid Surface)
LEFT RAKE = 1 ' 1"7
LEFT JIG = 10'2"11 RIGHT JIG - 10'2"ll
DESC. = H9R SEO = 633686
PLT. TYP.-WAVE DESIGN CRIT-F8C2010RES/TPI-2007 FT/RT-207(01)/ 0(0) OT Y- 1 TOTAL= 1 REV. 13.01 .05.0 7 2 53BI:1 L E =0. 1944
s*WARNINGI** READ AND FOLLOW RLL NOTES ON THIS DRAWINGI
G'�;r\�]
**IMPORTANT**•nt FURNISH THIS DRAWINGong, TOl ALL CONTRg, ...t INCLUDING THE INSTALLERS. T C L L 20. O p S F REF
I' �
Trusses r.quire Is.irana n rebs loots�.g hondll�.g h,pppin9 ...toiling ond brool Refer to and
salla.,tis lotoct edition of SCSI (Building COnponsnt Soret Infornotlon, by TPI ad YTCN for tutu
,,� praa,Ie..prior to parfarnl g ths..furotles. lnat*Il.r.shall provide tenporory broeltnpq per BCs1. TC DL 7.OpsF DATE 10-03-2014
RV�V�DUD eIsd properly., top ehertl shell Mv.prep.rl ottoohad truotyrol .Moth,no end bSitow hard
�,J U .hall hove
Ereoip.e19 oollW rigid oslllny. Lssot�ons aho,+n For p.rronont lateral int of Ds BC DL 10.Opsf
np par SCSI ssotlon.83, 87 or 810, on applicable. Rpply plates to Isaiah Coo. DR W G
or truss end position on.twy..above end on,h.Joint Details, an..s noted othOrwysa. BC L L O.O p s F JON
Rer.. to drawl 1608.2 for stondord plots positions.
ITS Building Tonponsnts Group Inc. shall not bo espon.ible for ony deviation from this drawing
3620Bobbi L.n.-TihoWI..flotida-32783 *My nodus• to build th. truss In confornonos with ASI/TPI 1, or for handling, shipping, installation
L Bracing of trusses.
TOT.LD. 37 OpSF 0/A LEN. 38
Ph: (321)-383-0366 A goal on this drawing or*over page hating this drawing, indloow of ts.soosptenprof...lanai
engln..r ing r..pon.lbl lift'Soleiy d
fen the ..l y,shown. The wl tob liltynd'..of this draing OUR.FRC. I .25 JOB fl: 20057
Fax:(321)-383-.0362 for ony stryotyr. I. the r..penoiblllty of the Building D..len.r pr l eSoo.
2.
nor. lnfornotion see this,Job a g.nerol rot.,pogo and thesis wob .it..:
ITVBCG: www.itwbcg.coo: IPI: ww.tpinst.org:VTCB: www..bol try.00n: ICC: ww.ioosofe.or9 S P R C I NG 2 4.D" TYPESPE C
Job: (20057) Brevard Homes - Toucan 2377 / H9B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_136 150 mph wind, 15.00 ft mean hot, ASCE 7-10, CLOSED bldg, not located within 9.00
Bot cI rd 2x4iSP_#2_138 ft from roof edge, RISK CAT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf.
Webs 2x4 SP_#3_138 GCp1 (+/-)-0.18
Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Wind loads and reoctions based on MWFRS with additional CE.0 member design.
Deflection meets L/360 live and L/240 total loud. Creep Increase factor For dead Bottom chord checked for 10.00 psf non-concurrent live load.
loud is 1.50.
MWFRS loads based on trusses located at least 7.50 ft. from roof edge.
I- 9' I 10' I- 9' -.1
T} 4X8 =3X4 =4X8
12 tale' w NI .
TTE V 2X4 2X4 IrITtoo -�r) c")Alloss
u� u�
t =3X5 ( 3X5 (R�) i
�3 =3X8 =3X5 =3X8 '-
I 28'
1"°--.° I- 28' I -I
R=1118# U=423# RL=190/-190# W=8" R=1118# U=423# W=8"
(Rigid Surface) (Rigid Surface)
LEFT RAKE = 1 ' 1"7 RIGHT RAKE = 1 ' 1"7
LEFT JIG = 10'2"11 RIGHTS J= -
JIG 1032 "11
DESC. = H96
PLT. TYP.-WAVE DESIGN CRIT-FBC20lORES/TPI-2007 FT/RT-202C05)/0(0) O T Y- 1 TOTAL- 1 REV. 13.01 .0 5.0 7 2 5 L E -0.2528
aSWARNINGIa• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.OpSf REF
..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Tevee.. recluses extreme e n fobrleotln9, hondiI h1 pp,..g installingand broo.�.q Refer to ond
roll.).,the iot..t .ddltion of BCSI (Building component s$b.iy InfoFnaion. byiPI and 1/TCW for safety
�T �• pprr olio.o prior to perFornln9 the.. functions. Installers shall pronld. temporary broo ing per SCSI. TC DL 7 OPSf DATE 10-03-2014
R=*����� Unles. ted oth.e..i.., top ohord 4,011 hops properl attached truoturol .i..thl ns aced bottom hood
v .ha11 hop. P: -I ottocMd 19Id aal,ng. (000t�on..I.a�..nor p.r..an.nt latero+ Int of b. BC DL 10.OpSf DRWG
shall hove broom' snatched per BCSI ...)dans 83, 87 or 810, o. ppllooble. Apply plates to each foe.
r tr.'s.and pose ion o hovn bope and on the Joint D.tasis, unless noted othsry aa. O.O Sf JON
Refer to drawings 1608-2 for.tondord plot.positions. BC LL P
ITV Bulldl ng-Conponsnts Group Inc. .holt not beIble Cor ony d.vloil on from this dro..ln.3
3620 BotO.Len-TnuoviDo,Flond.-32783 any Failure to build the truss In conformance with RNS/TPI I, or for handlI , shipping, instollot lon
t 6rooins of tows... TOT.LD. 37 .OPSf 0/F1 LEN. 28
Ph: (321)-383-0366 R seal on this drooln8 or cover poo. Sistine this droving, Indicates so.sptanas of profss.io al
.n9Ineering responsibility solely far the d..Ign show.. The..,stability and u.e of this dreo1nB 1 .25 JOB #: 20057
Fax:(321)-383-0362 for any struotur. I. the ..pen.Ibillty of the Building Desiree perM
RI/TPI 1 8e6.2. DUR.FRC.
For nor. Inforrotion e e thls fob s general notes po9s and thea.veto site.:
ITIIBCO: w..Itobog.00n: TPI: vw.tpinat.org: VCR: ow.sbolnd.stry.con: ICC: vvo.loowf..or8 SPACING 24.0" TYPE HIPS
Job: (20057) Brevard Homes - Toucan 2377 / HJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_S2_13B 150 mph wind 15.00 ft meon hgt ASCE 7-10, CLOSED bldg, Located anywhere In
Bot clsord/2x* SP_H2_13B roof, RISK CRT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf.
GCpi [+/-)-0.18
Lumber grades desi9noted with "13B" use design values approved 1/30/2013 by ALSC
Wind loods and reactions based on MWFRS.
HipJock supports 3-0-0 setback jocks with no webs.
Deflection meets L/360 live and L/240 total lood. Creep increase Factor for dead
loud is 1.50.
39S
t 5'7"14 1
R=59# U=3B# NAILED
T 1.1 d T
12
zr 4.24 -
M m -1 --.
. --a .--1
=2X4 (A1) --I
('D CO
(V N
3"14 mill...ggillIllIllIlIllIllIlliIl ��
y —'_
�—
J-
1.....----- 1 '5- I 4'2"15 1
R=136# U=65# W=11 "5 R=23# NAILED
(R i 9 i d Surface)
LEFT RAKE = 1 '6"
LEFT JIG = 4'7"7 RIGHT JIG = 5'9"2
DESC. = HJ3 SEO = 633105
PLT. TYP.-WAVE ()E SIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20z(OX)/ 0(0) OTY= 2 TOTAL- 2 REV. 13.01 .05.07259DPLE -1 .0815
••WRRNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRRWINGI
•.IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL
20.O p s f REF
Ti-ws•s qquu • extreme o In fabrioatlng handling shipping, Instelllnq nd Creel:q R.f.r to and
�,I,� folio.,the Iciest edition of SCSI IBulltll01 C3npon•dl so�•t ]nforwotlalt, by TPI and VTLR)' for f.ty
�,e
roil
pylar to p.tiorwing th... fildiions. In•tall•r.shall pravld. t.wporory broo m,per;cels T C DL 7 .D p s f DATE 10-03-2014
R1JSCj�OOD Unless rotsd otMr�lsa, top chord spoil ho..Properly attached strwIm.ai eheothlny and bollen chord
e SS .hall hove o prop.m.l tt aped Iyld selling. Loaot;ons sho.. for p.rnon.nt lateral Int of wbs BC DL 1 0.D p s f DR W G
shall have b,-aa nq Installed per SCSI e.otior.h 83, 87 810, o.apple aobl.. Apely plat.. to•eoh foam
(� of trw.and posh len o. ;Mown oboe*and on 1M Joint Details, unless noted oth.rm,Te.. BC LL D DpSf JON
8.f... to drama 2608-2 Per standard plot.po.ltlan..
ITV B.ilding maapon•nt.Grsup Ina. shall t th .s on.lblfor any andlation from this nstalnp
3620 BODL I.ale-Tihavlle.Fimda-32763 ny folluro ,a weld the truss In aenfarwono.with Atb�/TPI 1, or for handling, .hipping, installation TOT.LD. 37 .°psf 0/R LEN. 40215
1.broolnq of trws•e.
Ph: (321h383-0366 R.e.1 on this drawing or Dover page listing this drawing, indicates 000spta+es of professional
.ngin..ring r..ponsiblli{y.oi.ly far the d..ign sho.n. Th.amitobilityy and,,..of this a ening DUR.FRC. 1 . 25 JOB #: 20057
Fax:(32I)-383-0362 for any s,rwtvn. Is by n..pon.ibiIity.f tM Building D..Ign..per RN•I/TPI 1 8.o.2.
For more Infornotlon see this Job s 9ge.n.rol notes poge and thee.web.it•s:
ITVBCG: wwTC
..itubog.00w: TPI: u .tpin.t.org:1R: vw.sbalnd`�.try.aaw: ICC: ww.laasaf..org SPACING 24.0" TYPE HIP_JRCK
Job: (20057) Brevord Homes - Toucan 2377 / HJ7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_3i2_13B 150 mph wind 15.00 ft mean hat ASCE 7-10, CLOSED bldg, Locoted anywhere In
Bot chierd 2x414SP_#2_13B roof, RISK CRT II, EXP C, wins TC DL-4.2 psf, wind BC DL-5.0 psf.
Webs 2x4 SP_#3_138 GCpI (+/-) 0.18
Lumber grades designated with "13B" use design values opproved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS.
Deflection meets Lasso live and L/240 total load. Creep Increase Factor For dead Hipjock supports 7-0-0 setback docks with no webs.
load is 1.50.
t 11 '3"12 H
f 4' 4"15 1
R=219# U=146# NAILED
AI ,
12
4.24 p 3X4
zr
—4 —I
M m
M M M M
Z-
-- 2X4 (R1)=2X4 (R1) _
— 3"14 I
T
01 '
1111.4- 1
1112X4 =4X4
1 y.
X1 '5" 1 9' 10"13 -{
R=373# U=150# W=11 "5 R=361# U=65# NAILED
(Rigid Surface)
LEFT RAKE = I '6"
LEFT.JIG = 10'7-6 RIGHT JIG = 11 '4"15
SE0 = 633095
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20X(OX)/0(0) O T Y- 4 TOTAL- 4 REV. 13.01 .05.0 7 2 5 9310L E -0.5796
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.OPsf REF
•.IMPORTANT.. FURNISH THIS DRAWING TO RLL CONTRACTORS INCLUDING THE INSTALLERS,
Tr..su• w • atr•ne In fobrloet log, handling •hi pploy, In•tolllnq rid brooinq R•f•r to and
folies the lei'st edl tion of SCSI lB..I dlng Conpon nt Soret )nforrotlen, by TPI and IITCR7 for oP•ty
�T preolio•.prior to performiny these furotiens. Inrtoli•rs wall provid. temporary breoing r'-BBCSI. TC DL 7 OPsf DATE 10-03-2014
RU��w00 lees rot•d othswls•, top 8hord hell hove proper) ottaoh.d truoturol sheathing end bat em ohortl
v L shall how o properly ottooMd 1ggld eellung. L000t�on.shorn for p•rnonsnf lateral Int of .,•b•
shell how breolnq Installed per SCSI otlons 83, 87 BID, os applicable. Apply plates to each fool BC DL 1 0•D P S f DR WG
8f truss end position asshown above and on the Joint Detail., unless noted otheru7.e. 0,O P S f JON
.1.r to d'ewing. ISOR- far•tanderd plot•position•. - BC LL ITV 8ullding Conponants Group Ino. shall not be • Ib I, for ony deviation from this drawing,
3620 Bobbi hale-TitusvlLe,Florida-32783 fol lux•to build the iri,es In aonfornoroe with RNS TPI 1, or for handling, shipping, installation TOT.LD. 37 . Opsf
iib a.I °f this d warn. 0/R LEN. 91013
Ph: (321x383-�6Ci R w on this sibuln8 x cover page listing this drawing, Indlaot•s eeespten°e of ps drawing engineering rs.pen.lblI1 y.61.18 fx 1M design.hewn. The wlteblllty and use of this drouln8 1 .25 JOB #: 20057
Fax:(321)-383-0352 Per°ny structure Is the r•sponeibliity of the $
Building Dselgnsr per ANSI/TPI 1 .o.2. DUR.FRC.
For more information see this Job s generol rotes pogo end these web.Ito.:
ITYBCG: wu.Itubog.con: TPI: cw.lpinat.org: SICK: ..w.sboln .try.eemi ICC: uw.Ieosefe.org SPACING 24.0" TYPE HIP_JRCK
Job: (20057) Brevard Homes - Toucan 2377 / MI THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_#2_138 150 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not locoted within 9.00
Bot chWc1`Px4*SP_#2_13B ft from roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psF, wind BC OL-5.0 psF.
Webs 2x4 SP_#3_136 GCpi (+/-) 0.18
Lumber grades designated with "13B" use design values opproved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psF non-concurrent live load. Right end vertical not exposed to wind pressure.
MWFRS loads based on trusses located of least 15.00 ft. From roof edge. Deflection meets L/360 live and L/240 total load. Creep increase factor for deod
load is 1.50.
1112X4 T -,_ T
i
12 ,3X4
co6 �/ ;, m
In U)
-, .
CO CO
ul (n .7=3X4 (R1)
A111111111111111111111uII
4=3 = s 1111
1112X4 ,
1114X5 (")
F 11 '2' -•1
-- +- 11 '2"
R=485# U=64# RL=156/-71# W=8" R=419# U=119# W=4"
(Ri9id Surface) (Ri9id SurF'oce)
LEFT RAKE = 1 ' 1"7
LEFT JIG = 12'7"12 RIGHT JIG = 12'3"9
DESC. = M1 SE() = 633226
PLT. TY P.-WAVE DESIGN CRIT-FBC2010RES/TP1-2C007 FT/RT-20X(OS)/ 0(0) OT Y- 2 TOTAL- 2 REV. 13.01 .05.0 7 2 5 9BEL E =0.3763
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING!
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T C L L 20.O p S f R E F
Trusses require extreme in fob.looting, handl lny shipping, metalling and brool Refer to and 7 O S i
fallow the latest edition of SCSI (Building Component Safety Information, by TPI and YUCAR For wf.ty TC DL P DATE 10-03-2014
�� pr olio.,prior to parforning th.s. Punct lone. Installer..hall provide tsmpornry bracing per SCSI.
1pLk
USS�OOD Unlsee ted otherwls., top chord.boll hove prop.rl cttoeMd truoturol .l»othing and butt hard
.boll hove o properly attooMd i Id ceiling. L000tlgons shown far perwonem lateral .etraint oP b. BC DL 1 0.O p s f DRWG
shall hove bracing installed per SCSI section.83, B7 or 810, as opplioabls. Apply plots, to each foes
ResP trs and position o shown above and the Joint Details, write..noted otherwTse.
Refer to drow7 IBCA-2 for standard plate position.. BC LL 0.O p s f JON
ITV BuildinggTonponent■Group Inc. shall not be responsible for ony deviation from this drawing, 1-�
3620Bobbi Lara-Tausvale.Flvida-32783 failure to build the truss in oonfornona.with ANSI/TPI 1, or for handling, shipping, In.tollaion 37 .0 Si 110200
i'braci of truss••• TOT.LD. Opsr 0/R LEN.
Ph: (321)-383-0366 A umbel on thin drawing or Dover page listing thin drawing, indicates ae tone.of prefeeetonal
englneoring respo siblllty wilily row the design shown. The suitability end of this drawing DUR.FAC. 1 .25 JOB #: 20057
Fax:(321)-383-006'2 for any structure Is the rseponsibil ity of the Building Osoignee pr ANSI/TPI 1 See.2.
For nor. infornotion se. this Job s general notes pogo and these web site,:
ITVBCG: www.itwbog.aow: TPI: ww.tpinst.org:VTCB: ww..boind.try.00ri ICC: ww.ioosof..org SPACING RC I NG 2 4.0" TYPECONN
Job: (20057) Brevord Homes - Toucan 2377 / M2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP_112_13B 150 mph wind, 15.00 Ft mean hot, ASCE 7-10, CLOSED bldg, not locoted within 9.00
Bot cHigrdelic't SP_#2_136 Ft from roof edge, RISK CAT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf.
Webs 2x4 SP_#3_138 GCpi (+/-1-0.18
Lumber grodes designoted with "138" use design values approved 1/30/2013 by ALSC Wind loads and reactions bused on MWFRS with additional C&C member design.
Bottom chord checked For 10.00 psf non-concurrent live load. Right end vertical not exposed to wind pressure.
MWFRS loods based on trusses locoted of least 15.00 Ft. From roof edge. Deflection meets L/360 live and L/240 total load. Creep increase factor For dead
load is 1.50.
I 1112X4 T
12
6 3X4
m V d4ilw
3X4 (R1)
II
y 4�3 ■ 1111 _a
1112X4
1114X5 (R)
f 11 '2" —{
I- 11 '2" —1
R=422# U=44# RL=141/-47# W=8" R=423# U-121# W=4"
(Rigid Surface) (Rigid Surface)
LEFT JIG M212'7-12 RIGHT JIG - 11 '2"1
SEQ - 633236
PLT. TYP.-WAVE DESIGN CRIT-FBC2OIORES/TPI-2007FT/RT-20X(0!)/ DID/ OTY- 1 TOTAL- 1 REV. 13.01 .05.072581 LE -0.4068
••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T C L L 20.O p S f R E F
Tresses require ,.trent oars in Fobrlootl handl) shipping, installing and brool Refer to and
tel the latest edition of SCSI (Bu lding Component S6fety Information, by TPI and IITCR7 for sofsty
,,` °times prior to perFerning tM..functi Installer.&boll provide t•mporory brooing per BCS). T C DL 7 .O p s f DATE 10-03-201,4
RUSSWOOD 1••s ted oth.rul.., top ohord hall hove proper! otteoMd trueturo4 •Morning and boli herd
v .M11 M:.o prop•r1y ottoeMdrid ash Inngq.� LooatIon..na,.,'for p.rmm�.nt Iat.ral lit of,,.b.„ iBC DL 1 O.OPSf DRWG
shell have bracing installed per SCSI woti&r 83, 87 610, a. pplloobl.. Apply plot.. to coon Foos
of trw.. d Irian a shown above end the Joint Detail., wile..noted otherw7... BC LL O.O(3Sf JON
Rofer to drowTris 1608-Z for etondord plot.positions.
ITV Building-Components Group Ino. shall not be • nsibl•for ony deviation from this drawing
3620 Bobbi Late-TitutvIDe.F7aida-32783onto�lu'.to build the truss In conformance with ANSI/IPI 1, or for handling, shipping, In.tollo�lon TOT.L0. 37. Opsf 0/A LEN. 110200
L e oingl of truese..
Ph: (32I)-383-0366 Wombat on this drawing or oovr page listing this drawing, indicate.000•pteno.of professional
engineering responsibility solely for the design.hewn. TheswltobiIlty end wee of this drawing 1 .25 JOB #' 20057
Fax:(321}383-0362 ter any.truotwr. I. the r•.p.n.Ibllity of the Building Designer p.r RN87/TPI 1 8.0.2. DUR.FRC.
For more Information see this job.g•.rel notes page and these b cit..: SPACING 2 4.0” COMN
ITVBCG: ww.Itwbog.00m: TPI: www.tpinst.org:VTCB: ww..boindstry.00n: ICC: www.iccsofe.org TYPE