HomeMy WebLinkAboutRoof & Floor Trusses BP#12563 1 67' I
25. I 6.3" 1 11'3" I 9'6" I 1114
eSG ° �`®M T PACKAGEE..
Wv,PORCH
n8rBUILDER
YOUR CONTACT FOR THIS JOB ]S
,n m RON THOMPSON
3 - 3 3 T — PHONE (321) 403 5111
w ,1
C 1
pr_ 3 TRUSSWOOD /���5
C..3 _-. y�j gi4- \ 'm IlT- ,
s Roof & F 1 oor Trusses ��'�
C GAG. '� LG. L./!�"ir
�Ir: 3620 Bobbi Lone
I
I P.O. Box 5366
..� + Titusville, FL
32783-5366
-, m N cl g m^ g Of F i ce (321) 383-0366
_ _ _ = g- II N Fox: (321) 383-0362
E-Moil :JONOTRUSSWOOD.NET
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vLr. CUSTOMER: Brevord Homes P�;T ��'� �•
4 1 `LG' JOB NAME: Ook Lone "2" ��' ��� ,/AP_
174 \
)..,. .; DATE: 10/3/2014 JJI - . 0 ,
JOB NO. : 20057
aii •
9•-4• MODEL: Smaller Toucon 4, %/�///—FID—(-
!LLG Yf�L i L STQ V I
i rFS <O
I *BUILDERS WARNING*
FE
. ® * THIS LAYOUT IS FOR PLACEMENT OF S�ONAL Evv
� � ENGINEERED COMPONENTS.
91-4
N E.. 41. ]0'.-1•
• IIIN
t0 * FOR ERECTION AND INSTALLATION
W �G 9•-ar FL4. �� , w (TEMPORARY AND PERMANENT)
UAL �G' 3 r FOLLOW INSTRUCTIONS ON SCSI B1
SUMMARY SHEETS AND FINAL
,�,�e ti ENGINEERING SHEETS FOR EACH TRUSS.
g• --_Jl
MG. �L __ _ • SEE FINAL ENGINEERING SHEETS
WILL f 1. _ -- G10 - �' 4 FOR NUMBER OF GIRDER PLIES,
z' ,�� 1. v - CONNECTIONS, WEB CONFIGURATIONS,
' I ' o —
+ I. _� 2 .1[''
v, s BRACING, TRUSS SPACING AND REACTIONS.
16'6' 1 lo'lo 1• GElo * TRUSSESIMUST ONS ABE/APPROVED OR RINS TO
= ADVANCE BY OUR ENGINEERING
' 1 DEPARTMENT.
i /NG * BRCKCHRRGES WILL NOT BE ACCEPTED
ENTRY/9 +1S BY BUILDER
UNLESS OUR ENGINEERING DEPARTMENT
APPROVES THEM IN ADVANCE.
N
2' * RLL PLANS RRE NOT TO SCALE. DO NOT
SCALE RNY PLANS, IF DIMENSIONS ARE
tr, m 06
1 2' MISSING OR RRE UNCLEAR, PLEASE
616
CALL THE OFFICE TO GET TH
I DIMENSION.
2'
$i LORDING: 20.7.10 - 37 psf
f WINO SPEED: 150 mph ENCL. EXP. C
2' SPACING: 24-
i ,s, -- — DRAWN BY: Jon Shlroh
PITCH: 6/12
GEIB OVERHANG: 12"
CANT.: N/A
BEARING SIZEIs): 4- - 8-
SOUARE FT.: 3118
3'10- WALL HEIGHT(s): 9'-4- 1 1
1
28' I 6.2--•-.-I.'-10• 1 10' 1 9' I I 10•-8-
1
67 1 12'-0" MOMMEMMEMMB
Jik
Job '874) /BREVRRD HOMES /OAK LANE - TOUCAN / Cl THIS DWG. EPRRED BY THE ALPINE JOB PER T EOUT
Volu `t: 136 (Effective 6/1/2013) 150 mph wind 15.00 ft mean h. CLOSED bldg, not located within 3.00
A,f j ft from r edge, RISK CRT I • TC DL-4.2 psF, wind BC DL5.0 psF,
To!! chord 2x4 SP #2 -0.18
Bot chord 2x4 SP #1 =B3 2x4 SP #2= Wind loads and reactions base. - "S with additional C&C member design.
Webs 2x9 SP #3 9
Lumber volue set "13B" uses design values approved 1/30/2013 by RLSC (o) Continuous loterol restraint equolly spored on member.
Bottom chord checked For 10.00 psF non-concurrent live loud. Truss passed check for 20 psF odditionol bottom chord live loud in areas with
42"-high x 24"-wide cleoronce.
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 of least 15.00 ft. From roof edge.
. �f /71
I 19. -I 17'6" I
- X5 _ T
4
03X 3X143X5
03X
6 12
o ~ t
M M
0143X6 0 0
,2X4 •)
\,111111111'' ,2x4
-4X5(R __ i i-
- -3X4 .47101:1 -3X9 - 8 83
•4X6(R)
F- 36'6" I
El. 1 36'6"
R-1576# U-209# RL-342/-341# W-8- R-1528# U-195# W-4"
(Rigid Surface) (Rigid SurFace)
LEFT RAKE = 1 ' 1"7 RIGHT JIG - 20'0"15
LEFT JIG CI21 '4"13 SEO = 17357
PLT. TYP.-WAVE DESIGN CRIT-FSC2010RES/TPI-2007 FT/RT-20X(OX)/0(07 OTY= 4 TOTAL= 4 REV. 15.01 .01C.0818IIPLE =0. 1875
••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
Trusr WI .etre-e o In fobriooting, handling shipping, Install)rp and brooi Refer to and 7 O S i
�tl�� fol low sthe.. iciest edition of SCSI 18vi)din component safety 1'nfaFmailon, by TPI ane vin+ 'far safety TC DL (0 ORTE 07-02-2015
�^1 pr aotloes prior to porfornln lb . furotions. Ine}ellers shall provide tanporery M.W.719,
oing per SCSI. f+
RUL7SWOOD Unlsse noted o ip.. , top chord:bol l love properly ne shown
Ht-permanent
and bottom ohord 1 O.O S
Shall love a properly ottoohod rigid ceiling. Locations shown for permanent lateral int of webs BC CIL
10.0psr W G
shell have bracing Installed per SCSI seittions B3, B7 or 810, as oppiiooble. Rpplti:lots* to Ss aab Foo
f truss and position a.shown above and /M Joint Details, ionises noted ath.rwte .
RefO O PSL` JS
er to drowinrpges 1605-C for standard plate positions. BC L L 0.0psr
ITS Buiiding-Conponents Group Ino. shall not beonsible for any deviation from this drowns,
3820Sobbi Lsne-TituevSle,Fiotids-32983 DNA foil,.to build the truss In conformance with FINS!/TPI 1, or for handling, shipping, instolloilon TOT.LD. 37 OPsf Q/R LEN. 360600
L b acing of truss..
Ph: (321)-383-co68 A meal en this drawing or aov.r pegs 11.ting this drawing, indieetee.00epionoe of profnsionol
engineering responsibility sololy far the design.hewn. The ewitabilit and wee of this drawing OUR.FRC. 1 .25 JOB #: 21874
Fax:(321)-383-0062 for any etrueturs is the responsibility of the Building Designee per P JITPI I S.o.2.
For more information gee this Job•general note pogo and these web sites: SPACING 24.0" TYPEC O M N
FMCS: www.itwbog.00n: TPI: www.tpinst.orgi WTCR: ww.sboindvetry.00": ICC: www.locsof..org
Job: (21874) /BREVARD HOMES /OAK LANE - TOUCAN / CID THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Volve Set: 136 [EfFective 6/1/2013) 150 mph wind, 15.00 Ft meon hqt, ASCE 7-10, CLOSED bldg, not located within 9.00
T ft from roof edge, RISK CRT IT, EXP C, wind TC DL-4.2 psf, wind BC OL-5.0 psf.
Tori chord 2x4 SP #2 GCp1 (+/-)-0.18
Bot chord 2x4 SP #3
Webs 2x4 SP #3 Wind loads and reactions bosed on MWFRS with odditlonol C&C member design.
:Rt Bearing Leg 2x6 SP #2:
Co) #3 or better scob reinforcement. Some size & 807. length of web member.
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Attach with 10d Box or Gun (0.128"x3",min.)nails 0 6" OC.
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 load.
load is 1.50. MWFRS loads based on trusses locoted of least 15.00 Ft. From roof edge.
Left bottom chord exposed to wind.
I 19' I 12'713 -{ 6'1" -I
— 112X =X7 T T
/3X i
'45X5
/3X
12
m (o) o In to
S LI. f3X
fi C9
Q1 2X4 3 a 0 0
TWl
M . 2X1 _
T m
3X4(R .. __ _�� o 11 1 I-L I-L 1
=3X4
F- 9'9"13 I 471-.------8. ---4-1-27'5"3 SI g
r 18'6" 12'9" I 1
I 37'3"
R-308/-55# Rw-377# U-223# RL-319/-281# W-8" R-997# U-181#
(Rigid Surfoce)
R-1731# U-247# W-11-5
(Rigid Surfoce)
LEFT RAKE = 1 ' 1"7
LEFT -121 '4"13 RIGHT JIG = 6'7"12
DESC.
SE0 = 17524
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20:(02)/ oro) OTY= 1 TOTAL= 1 REV. 15.01 .01C.061 EDNILE =0.1875
..WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING{ TC LL 2O•O SF REF
.*IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. P
Tr,,.e.. nr. mir.me in robrneatl b,wlli ht pping, netelli nd brae,nq R.r.r to and
�t��� follow rhe Io..t edition of SCSI (&wilding Coopon.nt nsoFety Infornclion, by"Pi end VTCR^9i'for F.t9 TC DL 7 -Opsf DATE 07-02-2015
77 pprrtctio.c prior to p.rrornln9 fte.runotlons. In.tollers dale proved. tsnporory brooing pDe.rr 8BCSI.
RUSSwUUD Un l...nct.d otherwiaa, top ohord.boll hove proparl1�ottoohed■iruo turol sheathenp and rattan chord 1 O.O s
.boll hove a properly ttoehsd rigid ceiling. L000tTonc shown for permanent lateral restraint or,,.b. BC DL p OR W G
.holt hove brae, installed per SCSI .tion.B3, B7 BID, a.applicable. Apps plots* to each Coo.
r try..and po.niT3ion a shown oboes and the Joint Detail., unt...noted otherwise.
0.O p s f Js
Rehr to drawing! ISOR4 For standard plot.position.. BC LL
ITV Building-Component.Growp Inc. .boll not be responsible for any deviation from this drawing, - - ---
3620BobbiLens-Titlnvi6e.Fiaida-32783 any failure to build the trw. in oonforwnoo with r$ii/TPI 1, or for handling, shipping, installation
I bracing of true--.. TOT.LD. 37 .OPsf 0/R LEN. 370808
Pb: (3211-383-0(366 N seal on this drawing or*over peg. listing this drawing, Indicates eeo.ptenee of professlonel
ee
enginring respensibllity solely For the design shown. Tho sultoblIlty end we of this drawing DUR.FRC. 1 .25 J 0 B #: 21874
Fax:(321)-383-0362 for any.truoture Is the re.ponsiblllty of the Building Designer per WI/TPI 1 S..2.
For more information see this Job s general notes pogo and these web sits.: S P R C I N G 24.0- TYPESPE C
ITBCG: ww.itwbog.com: TPI: yw.tpi,rt.org:WTCR: ww.eboind,stry.00m: ICC: www.ioo.are.org
Job: (21874) /BREVARD HOMES /OAK LANE - TOUCAN / C1B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 136 (EFFective 6/1/2013) The maximum horizontol reaction is 274#
1
Top chord 2x4 SP #2 150 mph wind 15.00 Ft mean hot ASCE 7-10, CLOSED bldg, Located onywhere in
Bot chord 2x4 SP #1 roof, RISK CIT II, EXP C, wind TC DL4.2 psf, wind BC 01_ 5.0 psf.
Webs 2x4 SP #3 GCpi (+/-)-0.18
Lumber value set "13B" uses design values approved 1/30/2013 by RLSC Deefllection5meets L/360 live and L/240 totol load. Creep Increase factor For deod
lad is Special foods
(Lumber Dur.Foc.-1.25 / Plate Dur.Foc.-1.25)
TC- From 56 pIF of -1.13 to 56 pIF at 14.00
TC- From 56 plf at 14.00 to 56 pIF of 29.13
BC- From 20 pIF of 0.00 to 20 pIF of 10.17
BC- From 70 plf at 10.17 to 70 plf of 12.25
BC- From 70 plf at 12.25 to 70 plf at 15.75
BC- From 70 pIF of 15.75 to 70 pIf at 17.83
BC- From 20 pIF at 17.83 to 20 plf of 28.00
Wind loads and reactions based on MWFRS with odditionol C&C member design.
)- 14' 1 14' 1
-5X7
-- T 1-
12
12 sex, %5X5
6I:7' 15.k. •-:: IIy)
I'-
n t\
4X4[R
1111.1.11.111111111)
4X4(A2)
1 E3 _=m x: -
F. 28' 1
i-1 1 28' 1
R-1310*! U-506# RL-274/-274# W-8" R-131D# U-506# W-8-
(Ri9id Sur£oc•) (Rigid Surface)
LEFT JIGS- 15'9"12 RIGHT JIGS= 15'9"12
DESC. - C1B SEO = 17455
PLT. TYP.-WAVE DESIGN CRIT-FSC2010RES/TPI-2007 FT/RT-20X(OX)/ 0(0) OTY= 9 TOTAL- 9 REV. 15.01 .01C.061 ELt ULE -0.2500
••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.Ops F' REF
••IMPORTANT•• FURNISH THIS !ARMING TO RLL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require .teen• In fobrioetl handle She pI y Install•rp and broolnp R.fer 10 and
follow the latest edition SCSI (Building Component Safety foOnot.on, by TPI end MILT for softy TC OL 7.OpSF' DATE 07-02-2015
1Wooii
, pr flees prior to performing these Functions. Installers hall provide temporary brooing o.r BCSi.
R IN lss, top clord shall hove properly attached etruoturol sMothing and bottow ohordff. 1::1'..:2.°11":1P';'„, ly.ottocMd Ipld Selling. L000tToro Shaun for pereonent lolsr31 restraint of este BC DL 1 0 0 p s r D RW G
n. m tolled p.r SCSI teon.S3, 87 810, o.opplloeble. Rppl4y plots To.00h foo•
f Or..e end posiion o how.oboe.end o..the bent O.toll., I.ee noted oth.r..T0.. 0 OPS*+ JS
Refer to drovenqs ISCR•2 for stendord plots position.. BC L L I— i
IT.Bul lding"Conponents Group Ina. :boll of bs e. Ible for any deviation from this drawing
36206obbi Lar-Titus 71..Flonda-32783 fol ears to build the tress in oonfornono.with ANSI/71.1 I, or For handling, shipping, Installation
i u;libel of ,ewes... TOT.LD. 37. Opsi' 0/A LEN. 28
Ph• (321)-30-0366 on this a}owl or Sever page listing thl.drawing, Inds see.ptaroe of prof.eolawl
sngln.ering respenslbiilfy solely for the design shown. The suitoblllty end.les of this d.Swing OUR.FRC. 1 . 25 JOB #: 21874
Fax:(32I)-363-0362 fee eny struetur. is the responslbllity of the Building Design...pr RNSI/TPI 1 B.e.2.
For nor. Infornetlon... this,lob.generol notes pogo and these sob sit..: SPACING 24.0" TYPE C O f1 N
ITVSCG: ww.itvbeg.00.: TPI: ww.tpinsw
t.org: VTCA: w.sbol w
try.00n: ICC: w .l oosofe.org
Job: (21874) /BREVARO HOMES /OAK LANE - TOUCAN / CIC THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 13B (EFFective 6/1/2013) 150 mph wind, 15.00 Ft mean hat, ASCE 7-10, CLOSED bldg, not locoted within 4.50
1 Ft from roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psF, wind BC DL-5.0 psF.
Top chord 2x4 SP 82 GCpI (t/-)-0.18
Bot chord 2x4 SP B2
Webs 2x4 SP $$3 Wind loads and reactions bosed on MWFRS with odditionol C&C member design.
Lumber value set "13B" uses design values opproved 1/30/2013 by ALSC Bottom chord checked For 10.00 psF non-concurrent live load.
MWFRS loads bosed on trusses located of least 7.50 Ft. from roof edge. De0.
fleCtioIs n5meets L/360 live and L/240 total load. Creep increase Factor For dead
od
lI 5.8- -}- 6' I
..4X4
T
—111111.1
12
6
Mm M
a- ..
M m m
m3X4(B 7:3X4(Al)
Tdiailligallillillillibib„
.F.-.=-41i i
56= B2x4 ►�
IIII 11'8_ 11111
I. 11.8- -I
R-4408 U-1588 RL-96/-998 W-4" R-44361 U-1598 W-8'
(Rigid Surface) (Rigid Surface)
LEFT JIG
CIC 7 RIGHT
SEOG= 8174247
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-207(Os)/0(0) OTY 1 TOTAL= 1 REV. 15.01 .01C.061£IISE =0.5000
•*WARNING!*• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.Opsf REF
••IMPORTANT*• FURNISH THIS DRAWING TO ALL CONTRACTORB INCLUDING THE INSTALLERS. I'
Tru.s.e ire extreme a in fabrleeting, handling shipping, installingend brool Refer to end 7.0 S r
�/��� rol leu the io:st edition of BCSI (Building Component Safety Informaion, by TPI and MAY for safety TC DL p DATE 07-02-2015
pprractloee pr Ior to performing thsu functions. betas lets holt Prov lde tenporor brooing par SCSI. I-
R USSw0OD &Noll hove
properlss, top.hard doll hong 0 1 ottshown foruotu.el nt l tl o b Doiint oho rd
v .hall hon.o properly otii d rigid selling.p`83 87 ns ha...far p.t..on.nt later l rot or webs BC DL 1 0 OPSf DRWG
shel l hone Meal metol led per o.v.I nd on lb 83, nt or BID, 7i ..hooted. Rppl plat.. to.eeh reg.
of .lute and posh'Ion os foe-.anon.end on 1M Joint Detel le, unless rated otheru�ee. 0,Opsr JS
serer to dreui 160R-z far standard plot.=Tone. BC LL
ITV Bu a 49bu.Id ti..tt G.. I Ino. ormo 1 to b1e for Ony endiIng. hips ng. droving
3620 Bobtdt�is-Titiav,lle.Florida-32983 any icily. +o ussed tM ttuse In oo,.rermona.with Fl,bipi 1, or far handling. shipping. INtoilo(ion TOT.LD. 37 .Opsf
i�brocln9 of trusses. O/R LEN. 110800
Ph: (321)-383-0366 A seal on this drawing or oover pogo Ilst1ng this drawing, Indloatw eaoeptenas of prefeseion.i
F'ax:(3 1}383-03�L
engineeringngpsolely b�l t a design shown.
Designer suitability and we Of this drawing DUR.FRC. 1 .25 JOB #: 21874
any responsibility ng gner psi ANSI/TPI 1 Beo.2.
For more information.e this job s general notes page and these web sites: SPACING 24.0" TYPE SPEC
ITVBCG: ww.itubag.eom: TPI: ww.tpinet.org: IfTCRi wu.eboi try.con: ICC: wu.iccsof..org
Job: (21874) /BREVRRD HOMES /OAK LANE - TOUCAN / CID THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 136 (Effective 6/1/2013) 1mph
hIwwind,
ft
mooningqt ASCE 7-10, PART..INC. bids' Located anywhere in
Top chord 2x4 SP #2 d fC DL-4.2 psf, wind BC DL-Sopsf.
GCpi roof,+/-)-0.55
Bot chord 2x4 SP #2 Wind loods and reactions based on MWFRS with additional C&C member design.
Webs 2x9 SP #3 9
Lumber volue set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked For 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load. Creep tncreose factor for dead
load is 1.50.
1 5' I 5. I
.4X4
12
6
6
O N In
N f7 tn
M M
m3X4(R
-3x4(A1)
.1 =- o- -_
112X4
I• 10' 1
1---1' 1 10' I 1' —I
R-438# 0-2588 RL-122/-12211 W-3- R-438# U-258# W-3'
(Rigid Surfooe) (Rigid Surface)
LEFT RAKE = 1' 1"7 RIGHT RAKE 1 ' 1"7
DESCJG 9 CID RIGHTJIG
_- 17469
. =
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20710x)/ 0(0) OTY- 2 TOTAL— 2 REV. 15.01 .01C.06180FIE -0.5000
••WARNINGI•• READ AND FOLLOW RLL NOTES ON THIS DRAWING! TC LL 20.0psf REF
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme cors in fobriootl p handling, shI ppl inetollinq end brool Refer to and
�/�►� Trusties the lot..t edition of SCSI (Boiiding Cb:pon.nt afety InFoormotlan, by TPI and UTcni'Foe saFety TC DL 7 .Opsf' DATE 07-02-2015
prootloes prior to p..For"Ing thee.I done. Instoll.rs hall provide t.nporory broom per BCS).
R=♦SS�OOD pnI. noted otMrulse, top chord shell hove proper)y attached siruoturol sheath n and boli chord 1 O•O S
U shall have a properly ottoch.d rigid ceiling. L000tlms shown For permanent lateral restraint of webs BC DL P DRWG
shall have beeping Installed per BCS! section. 83, 87 or 810, os applicable. Apply plots. to.00h foo.
f tree..and position a ho.n above and the Joint Details, unless noted otherutes. O OPS[' JS
or to drawing! 18011.2 For standard plot.position.. B C L L I- i
ITV Building Components Group Ina. shall not be responsible for any d.vlotlon from this drawing
3820BobbiLans-T.tuvv5s.Plvda-32783 any failure to build the truss In conformance with ANSI/IP' I, or for handling, shipping, in.tollollon TOT.LD. 37 .OPsf O/R LEN. 10
L bracing of truss..
Ph: (321)-383-0366 A sesl on this drering De armor pege listing this drawing, Indloot..eoo.ptonee of professional
engineering responsibility solely for the design.han. The suitability end use of this droving OUR.FRC. 1 .25 JOB #' 21874
Fax:(321)-383-03M Fe.'any etruotur. Is the respeneibility of the Building D..Igner per RNSI/TPI I S.o.2.
For more information see this job generol rote.pageand these web sites: SPACING 24.0" SPEC
ITVBCG: wo.itobog.00m: TPI: ..w.tplrot.orgi RICA: .mn,.sbolntry.00mi ICC: ow...loo.of..org TYPE
Job: (21874) /BREVRRO HOMES /OAK LANE - TOUCAN / C2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 13B (Effective 6/1/2013) ISO mph wind, 15.00 Ft mean hqt, ASCE 7-10, CLOSED bldg, not located within 9.00
1 ft from roof edge, RISK CRT II, EXP C, wind TC DL..4.2 psf, wind BC 14...5.0 psf.
Tot) chord 2x4 SP #2 GCpi (+/-)-0.18
Bot chord 2x4 SP #2 :B2 2x4 SP #1:
Webs 2x4 SP #3 Wind loods and reactions based on MWFRS with additional C&C member design.
Lumber value set "13B" uses design values approved 1/30/2013 by RLSC (a) Continuous loterol restraint equally spaced on member.
Bottom chord checked for 10.00 psf non-concurrent live load. Truss passed check for 20 psf odditionol bottom chord live load In (areas with
42"-high x 24"-wide clearance.
Deflection meets L/360 live and L/240 total load. Creep increase factor For dead
loud is 1.50. MWFRS loads based on trusses located at least 15.00 Ft. from roof edge.
19' -I- 17'6" -I
X5
T -I-
03X
s3X 3X4
3X5
d:17.
2 /3X
„. /51 )1411111111111
6 p
0
in 0)E3X6
a) k2X 0-. 0
..\\.,
/ \/
` 112X4
.4X5(R ,1 )•1T-3
— ° #000111jt_ ii 1113X4 MgOlUll g3X8 a '6 I 1
14X6(R)
2'11"!1 I 33'6-5
F: I 36'6"
R-1475# U-199# RL-342/-3415 W-8' R-1519# U-195# 11 ,1-
(Ri9id Surfoce) (Rigid Surface)
R-2128 U-15# W-11'5
(Ri9id Six-rocs)
LEFT RAKE = 1 ' 1"7
LEFT JIG = 21 '4"13 RIGHT JIG - 20'0"15
DESC. C2 SEQ = 17362
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-202(02)/Oro) OTY= 1 TOTAL= 1 REV. 15.01 .01C.061 EDSID.E =0.1875
e.WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAHINGI TC LL 20.OpSf REF
s.IMPORTRNTee FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses rewire otrs"s In fobrloatl g, handling hl ppiny, instolll and brooi Refer to and
���� follow the latest edition off SCSI (Building CEmpenent Safety InPormotion, by(PI and RTC&for safety TC DL 7 .UPSf DATE 07-02-2015
a� prootl0e5 prior to perform ng these fund lona. 1natollore s)wIi pro.Id. tenporory brooing per SCSI. f�
R USSWOOD des notea pr�iyr top chord.doll bons properli�ottshown 7-0
a
sabot loterol restraint of sobs
hell have brawny 1n.tell.d per SCSI sections 03, B7 De 810, os oppil noble. Apply plot.. to 000h fooe
of trove and position ashour oboe and on the Joint Details, unl es.rated eth.rwT.e. 0•O[")Sr JS
Refer to dldingr�p-.. 160R-2 for standard plot.posllion.. BC LL f
ITV Bu11dto builporonts Group Inc. .1.011 of be responsible for any donlotion from this netollg
3820 Bobbi Lo -Tit,ondle,Flo.ide-32')83 `ny rat I...-.ng f to vases. b.trws in aanfornoroe with MAI/TA'/TPI t, or for handling, shipping, irrtaiia+len TOT.LD. 37 .Opsf 0/R LEN. 360600
Ph: (331)-383-0(166 6rR moot on this drawing oe ow.. page listing this drawing, irdiestse soa.ptane*of professional - - -
engineering rssparlbility solely for the design shown. The soitebillty end use of this drawing OUR.FAC. 1 .25 JOB #: 21874
03structure Fax:(321)-383- 62 ret any structe is the responsibility or the Building Designer per M78I/TPI 1 Rea.2.
For more Information des this job a general rotes pogo and these sob site.:
ITVBCG: ww.itubog.00.: TPI: wu.tpinst.org:YTCR: ww.sbeindntry.com: ICC: ww.100.af..arg SPACING NG 24.Q" TYPE
CONN
Job: (21874) /BREVRRD HOMES /OAK LANE - TOUCAN / C2C THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 136 (Effective 6/1/2013) 150 mph wind, 15.00 Ft meon hat, ASCE 7-10, CLOSED bldg, not locoted within 9.00
1 Ft From roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf.
Top chord 2x4 SP *2 GCpi (+/-)=0.18
Bot chord 2x4 SP #3 Wind loods and reactions bosed on MWFRS with odditlonol C&C member design.
Webs 2x4 SP #3 9
Lumber volue set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked For 10.00 psf non-concurrent live food.
LeFt end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total loud. Creep increase factor For dead
lood is 1.50.
MWFRS loads bused on trusses located at least 7.50 Ft. From roof* edge.
I- 6.6- 1 S' I
-4X4 =4X8
lr ...
eee
12
as 1- I
m m m
I r
9 0 0
N N N
-3X4(: 11
.�
113X5 813X4 .1118.
11'8"
I 11'8" 1
R-4428 U-178# RL-21/-94# W-4" R-440# U-1498 W-8"
(Rigid Surface) (Rigid Surface)
LEFT JIG = 7 3 RIGHT JIG = 5'9"1
SEO = 17502
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20X(0X)/0(0) OTY= 1 TOTAL= 1 REV. 15.01 .01C.08150PLE =0.5000
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.0 sf' REF
••IMPORTANT•• FURNISH THIB DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Op
sr
require extreme oar* In fabricating, hendiin9 oh1 Ping, Inotelll nd broo mq R.r.r to end
��I�� collo.,the lotoet eition or SCSI (Bul)ding Component Safety Fornotion, by PI and VICR7'ror.eFety TC DL 7 .0 sf" DATE 07-02-2015
i.- oat ices pr l or to perfuming these Funot Ions. metellars shell Prowlds t.nporerW broo Ing M SCSI. P
R USSWOOD
Iess ted oth.rwl.e, top ohord shell hone properiy ottooh.d etruoturnl ehsothlnn,g,end belle,ohord O O S
ehpil hone Properly ttoeh.d 9�d 0.11109. Motions ho..n For permanent leter'el restraint of web. BC DL P DR W G
.hell hen.brae mg in.coil.d n obowSI done 83, 87 or 810. es applicable. RPP! Plato to soh f000 f�
Limilal of irw.s end poem 74lon os shown above end on the Joint Detol Is, unless noted otherul�s . O.0psr JS
Refer to dro.,ln-C I60R-Z for otondoro plots ntber positions. BC LL
ITS Buildto build
Group Ino. .!loll not be responsible for ony dwlotlon Fre.,this dr'ewi
3620 Bobo i.are-Titin nlfls,Florida-32'783 ny rel lure to bel ld tM trove. In oonrorwro.with ANSI/TPI 1, or for handling, shipping, InstollSIIon TOT.LID. 37 .OPsf 0/R LEN. 110800
6 brooine or truss...
Ph' (321)-383-0366 R ssel en this drowi en sown peg. listing this droning, Indicates eooptenos or pnefsuloneI
engineering responsibility solely ren the design shown. The suitability and use or this drawing DUR.FAC. 1 .25 JOB #: 21874
Fax:(321)-383-U062 Cor any structure is the responsibility or the Building DNlgner per ANSI/TPI 1 Sse.2.
For more information see this,)obs genrol rotes pogs end these web sites: SPACING 24.0 TYPE P EH I P M
ITVBCS: ww.itwbog.con: TPI: ww.tpinst.org:1TCR: wu.sbolnuetry.con: ICC: uw.iooseFit.org
Job: (21874) /BREVRRD HOMES /OAK LANE - TOUCAN / C3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 13B (Effective 6/1/2013) Negotive reoction(s) of -365# MAX. (See below) from o non-wind lood Gose
t requires uplift connection.
To chord 2x4 SP #2 150 mph wind, 15.00 Ft moon hot, ASCE 7-10, CLOSED bldg, not located within 9.00
Bot chord 2x4 SP #2 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 GCpi (+/-)-0.18
Lumber value set "136" uses design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design.
(a) #3 or better scob reinforcement. Some size & 80X length of web member.
Attach with 10d Box or Gun (0.126"x3",min.)noils 0 6" OC. Bottom chord checked For 10.00 psf non-concurrent live loud.
MWFRS loods bosed on trusses located of least 30.00 ft. From roof edge. DeeffllectionSmeets L/360 live and L/240 total lood. Creep increose Factor For deod
Left bottom chord exposed to wind.
1 19' 1- 19' 1
= x5 — —
a3X4
12 /31'X %3X5
(0 6 [77. :`I In N
o : :
a3X4 m m
of0 0
�4Xc '���-
-
=5X?
6X1* =3X8
=3X5(R 111'8 1•4- =3X5(R1:
i 0 __ j- - -
r-, 1 J
=3x4
I-4.5-11 1- g 33'6"5 Ig
F 1 11'1"8 -} h 12'4-11 -t 4 13'5"13 -11 -1
f 38' 1
R-31/-365# Rw-79# U-290# RL-377/-377# W-8" R-1266# U-202# W-8"
(Rigid Surface) (Rigid Surface)
R-1941# U-259# W-11-5
0219i Surface)
LEFT RAKE = 1 ' 1"7 RIGHT RAKE_= 1 ' 1"7
DESC.J=G C321'4"13 RIGHTSEOG= 1747213
PLT. TYP.-WAVE DESIGN CRIT-FBC20lORES/TPl-2007 FT/RT-202(0X)/0(0) OTY= 1 TOTAL- 1 REV. 15.01 .01C.081 BEffEE =0. 1875
"WARNINGI** READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20. OPSf REF
**IMPORTANT', FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require •xtr.n.oar. In fobrtoot Ing, handling, ht tng, Inatolllnq and broolnq R.fr to and 7 O Eli
�/�►� collo..the lot..? edition of SCSI (Building Conpon•nt ss ;yinfornotlon, by .Pand WTCRI for.F.ty TC DL p DATE 07-02-2015
pprrootloee pr Ior to prforning 1Ms1 lunation.. Inatallrs II provide tanpororyy brooing ppr SCSI.
RUSSwOOD *hall rated oth.rrlse, top ohrd shall hong proprt ottohMd iruaturol eh.othlra and batian oherd
shell hove o properly installed
rigid.,thing. Loeat7oor hour For prcon•nt lateral .etrolnt of webs BC DL 107
O P S DR W G
=hell hove bracingV-lathed p...BCS1 attar.83, B7 r 010, as applicable. Apply plot., to wah fa=g
r true. d pa.IYIan a shown abone aro an the Joint Details, unla.not./otherwise. Q.OPSF JS
R.fr to drowtnge IGOA-Z for atondord slat. osition. BC LL
ITh Building Co.ponent.Group Ira. holt not M responsible for any deviation free thle drawing
3620 Bobbilsre-Tittevllle.Eksida-32783 any follur• to build the truss to oonfornono.with ANS)/TPI 1, or for handling, shipping. Installation TOT.LD. 37 .Opsf
6 Broaing of trusses. 0/A LEN. 38
Ph: (321)-3(i3-1366 R awl on this drawing or oovr pogs listing this drawing, indicates eeeptonos or professional
•nglM.ring rssparlblIIty wkly for the design shown. Tho evttobtlIty and was of this droving DUR.FRC. 1 .25 JOB #: 21874
Fax:021)-383-0362 For any strvetur. I. Ohs r..pmrlbllIty or the Building Designer per 1/TP 1 Sega.Far nor. Infr..at,on. e this job s general rotes pa and these web sites: SPACING 24.0" COMN
ITWBCG: www.ltwbeg.aan: TPI: www.tpinat.rg: PTCA: ww.sboln�try.wn: IC : www.laawr..arg TYPE P E
Job: (21874) /BREVARD HOMES /OAK LANE - TOUCAN / C4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 13B (Effective 6/1/2013) All plotes ore 2X4 except os noted.
T
Top chord 2x4 SP #2 150 mph wind, 15.00 ft mean hot, ASCE 7-10, CLOSED bldg, not located within 9.00
Bot chord 2x4 SP #2 :B3 2x4 SP #1: ft From roof edge, RISK CAT II, EXP C, wind IC DL4.2 psf, wind BC DL-5.0 psf.
Webs 2x4 SP #3 GCpi (+/-)-0.18
Lumber value set "13B- uses design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with odditionol C&C member design.
Bottom chord checked For 10.00 psf non-concurrent live load. (o) #3 or better scob reinforcement. Some size & BOX length of web member.
Attach with 1Od Box or Gun (0.128-x3-,min.)noils 0 6" OC.
Deflection meets L/360 live and L/240 total load. Creep increase foctor for dead
load is 1.50. MWFRS loads based on trusses locoted of leost 30.00 ft. From roof edge.
Left bottom chord exposed to wind.
1 19' 1 19' -1
= X5
_- T T
♦3X
,3X4
12 ts3x; _� .3X5
P g p 1)111' In In
•• -_-o) 1111111111111 a3X4 m i�
400.00000.00:40
0 0
1111111
zr 1011
o, .5X8
.5X51? . 63
__ e •3X5IA 10-B 1e.. IT =3X6(141
' '-(R) - -
114X6[R)
----6'1-8—4.-4'0-8 1- 27'10- l
F-1 l 9'8- -f.'4 14'11-4 1" 12'4'12 11.-{
1 38' 1
R-34611 U-210# RL-377/-377# W-8- R-11354 U-211# W-8"
(Rigid Surface) (Rigid Surface)
R-379plf U-100p1F W-4'D'8
[Rigid Surface)
LEFT JIGS= 21 '4"13 RIGHT JIGS- 21 '4"13
DESC. = C4 SEO = 17484
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-207105)/0(0) O T Y= 1 TOTAL— 1 REV. 15.0 1 .0 1 C.06 1 8DP1E —0. 1875
"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
Trusses require extreme oar• in fabrtooti handl, shlpp ina installing and brooinq Rorer to and
�tl�� fol lo.,M. totes! edition of SCSI (Brading C.iponent 55fety Information, by TAI and WTCR^4i'far sorely TC DL 7 .OpSF DATE 07-02-2015
7 t.a arta•.pylar res p.rrorning tope rrnarion.. Install!. hall prole. t.rpoeery beooing p.r SCSI.
It USS w00D Unless noted properly., tap chrd shell lave properi ns shod struoturoI nt lateral
and bation hoed P DR WG
shall hove a proper ly.ottoed p rigid ceiling. Location.shorn for psrronent lateral restraint of..be B C DL 10.0 S F
shall hove br•oo,nt , felled per BCS] esatid.+s B3, B7 or 810, os opplinoted Apply-totes to each foo.
of truss d position oe shorn sabov.tandard and the ti Joint Detail., volese noted orherr7• O. OPSF JS
.fIT to sd"ding-C 160A-z for standard plot.positions. BC LL r
ITV Building-Cold the Group Inc. .boll not be esponsibl•for any deviation from this nstallg
3820 Sobs Lar-7'ilvav,Te,Florida-32783 `„yb failure I n9fttruussses•the true in nonrornoroe with NISI/TPI 1, or foropnel ing, shipping, iirtollo(ton TOT.LD. 37 .O DSF 0/A LEN. 38
Ph: (321)-383-0366 R Seel on this drawing or cover page listing this drawing, indisotes eeeeptenes of professional
enginering responetbiiity&stety ter Oh.design&hewn. The out/ability and we et this drawing DUR.FAC. 1 .25 JOB U: 21874
Fax:(321)-383-0362 for any strueturs Is the responsibility of the Building 0e.igner per IMIBI/TPI I #.e.2.
For more information see this Job oral not..page and the..rob site.: SPACING 24.0" COM
ITW8w
CG: wu.itubcg.00n: TP1: w.tpin.t.org: WT CA: wr.eboindustry.00n: ICC: ,w.,00sofe.org TYPE corm'
Job: (21874) /BREVARD HOMES /OAK LANE - TOUCAN / C5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 136 (Effective 6/1/2013) 150 mph wind, 15.00 Ft meon hot, ASCE 7-10, CLOSED bldg, not located within 9.00
1 Ft From rooF edge, RISK CRT II, EXP C, wind TC OL-4.2 psf, wind BC DL-5.0 psf.
•
Top chord 2x4 SP #2 GCpi (+/-)-0.18
Bot chord 2x4 SP #2 :B1 2x4 SP M-31: :63 2x4 SP #1:
Webs 2x4 SP #3 Wind !cods (and reactions biased on MWFRS with odditionol C&C member design.
Lumber volue set "13B" uses design values approved 1/30/2013 by ALSC Co) #3 or better scab reinforcement. Some size & 80X length of web member.
Attach with 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 lood. Creep increase footer For dead
MWFRS loods bosed on trusses locoted of least 30.00 Ft. From roof edge. loud is 1.50.
Left bottom chord exposed to wind.
I 19' I 19' I
T elX5T T
s3x
12
03X _ a5X8
M 6 p 12x = 11�j in ul
%2X — 1111/!!!!!!!!o
!!!!!! 3X4 O O
'1!!111111!! -=_
.3X5(R �SXSV 83 lb..., 141
_ #4X6(R) 1 1
1 9'10" 1- 28'2" 1
11 1 9'11" 1 16.0"6 4- 11.3"10 11 -I
1 38' 1
R-4208 U-269* RL-377/-3778 W-8" R-1129# U-215# W-8-
(11191(1 Surface) (Rigid Surfoce)
R-1465# U-171# W-8"
(Rigid Surface)
LEFT JIGE= 21 '4"13 RIGHT JIGE= 21 '4"13
DESC. >e C5 SEO = 17489
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20XIDX)/ DID) OTY= 1 TOTAL= 1 REV. 15.01 .01C.061 BDSILE =0. 1875
**WARNING!*• READ RND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.Opsf REF
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
'► True.e, .quire xtr.o. ore in Fobriooti�g� handling hipping, In.tollinq nd braes Refer to end
���/� Follow the require*edition of BCSI [Building c$:,ponent Safetty nFornotion, by 7P1 ow aT77 For tory TC DL 7 .Opsf, DATE 07-02-2015
iii T .w. Gprr'eet:..,prior to perForning these funotlet.. Inst.Ii.r..hell provide tewperury breoing or SCSI.
KUSS ry OOD anon rated ethsrw,es, tp chord shoii hove properlyV oftoehed etruoturoI eh.othlnnqq and bot ton of we BC
hell hove o proper iy ottoohep rigid eemotio. L000t7eor shown For p.rnonent loteryl r tro l nt of webs DL 1 0.0 p s F' DR WG
.holt hoe.bracing inial led per SCSI *satiate 83, 87 or 810, os oppilooble. Apps plot.. to each Foos f
of truss end position os shown oboe,and on the Joint Details, unless noted otherul�es. O.O p s f` JS
Refer to drawings )Bon-z For.tondord plot.positions. BC LL i
17W Building build
the,
Group Ino. ermo t b.responsible For Ory deviation from th,■drowiry
3820 Bobbi].m»-Titusvi7ls,Florida-32163 any Foilwre to bused tM truss in oonFermono.with rR'43/TPI 1, or for handling, shipping, irrtoilolion TOT.LD. 37 .0psF 0/A LEN. 38
6 6rooing of true....
Ph: (321)-383-0366 A seal on this drawing eaver page listing this drawing, indlaat.s aaaptenos of prsf..sienei
engineering rs.ponsibiierny solely for the design shown. The suitebliltyW end Is.of this drawing OUR.FAC. 1 .25 JOB #: 21874
FSx:(321)-383-0362 For any.truotwrs is the reponsibil ity of the Building Designer p.'MAI/TPI 1 See.2.
For more inFornotion ems this,lob s gensrol notes page and these web sites: S P A C I N G 24.0— T Y P E C O M N
ITWBCG: mow.itwbog.00w: IPI: ww.tpin.t.org: .n 7Cnl .sbci www.toosofe.org ICC: w .toosofs.org
Job: (21874) /BREVARD HOMES /OAK LANE - TOUCAN / C6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 13B (Effective 6/1/2013) 150 mph wind, 15.00 ft mean hot, ASCE 7-10, CLOSED bldg, not located within 9.00
i ft from roof edge, RISK CAT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf.
Top ohord 2x4 SP #2 GCpi (+/-) 0.18
Bot chord 2x4 SP #1 :81 2x4 SP M-31: :64 2x4 SP #2:
Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design.
:Rt Bearing Leg 2x6 SP #2:
(a) #3 or better scab reinforcement. Same size & 80X length of web member.
Lumber value set "138" uses design values approved 1/30/2013 by ALSC Attach with 10d Box or Gun (0.128"x3",min.)noils 0 6" OC.
Deflection meets L/360 live and L/240 total lood. Creep Increase Footor for dead Bottom chord checked for 10.00 psf non-concurrent live loud.
lood Is 1.50. MWFRS loods bused on trusses located of least 15.00 ft. From rooF edge.
Left bottom chord exposed to wind.
I 19' -I 12'10- -I 5'10"8
X5 T T
f3X a3X5
'43X5
12 13:-
_-
m 6 7 r2X -47 ■2X4 N y
O 7 C') C')
in O O
= XR .4XR T T
%2X4 _ 1 I1
2'I'3 M
+ . „14111111 =2X1(6a. in
I
•3X4(R 1111al. 11 •
1 T± 1 T 1 1
B1
#4X6(R) 64 —
10'2" 1- 27'1" 51 g
1- g 4 i I 9'11" 1i 17'1'7 r 4- 9'5'9
F 37'3" 1
R-414# U-223# RL-320/-284# W-8" R-1046# U-177#
(Rigid Surface)
R-1465# U-229# W-8"
(Rigid SurFoce)
LEFT JIGE = 1 ' 4"7 RIGHTS JIG== 6'4"15
DESC. = C621 '4"13
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20X(OX)/D(0) O T Y— 1 TOTAL— 1 REV. 15.01 .0 1 C.0 6 1 SOPI E =0. 1875
+.WARNINDIee READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 2O.Opsf REF
•.IMPORTANT,• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme oar. in Labriootin�99 handling Moping, instolli.q nd brool Refer to and
�,I,� collo.. the ioteest edition of SCSI (Building CSspon.nt So�'ety Information, by'�TPI and VTC'R�l"nor sofNy TC DL 7 .Opsf' DATE 07-02-2015
T "G pprr slues prior to p.rforn)ng :11 Lunation.. In.toll•rs shall provide temporary broolry per SCSI. (�
RUSSvwOOn Un lees ted oth..al•., top Nord hell hen•propMl cttooh.d trvotrmai nt lot ng and bottom ohord 1 0.0 s
RUSS Iwve a properly ottoed p rigid SCS coiling. Looat7dr .hwn for permanent lateral int or uses B C DL p DRWG
shall hon.b.'aa no Installed per SCSI .dation B3, B7 De BIO, os opplloobld. Apply plot.. to esoh Loo. r
Rf erwto nd pn.ttl a shown oboe.and n the Joint Detoi le, unless naiad otMrwl4e.. 0.0psr JS
efs to BuildinggC LOOP'S for standard plot.po•Itle.-.. BC L L
ITV Component.Grove Ino. shall not be •pon..ble for any demotion from th,s drawing
3620 Bobm l.aro-7'itla ifla.I•l�ida-32783 o failure to build 1M true. in oenrormeroe with ANSI/TPI 1, or For handling, shipping, in.$ailo{Ion TOT.LO. 37 .Opsf
6'b ooino of trusses. OSA LEN. 370808
Ph: OM)-310-C666R seal on this drawing or oath' pogo listing this drawing, indleats.soeepielre of proLNslonel
.ngin.erire re.poreibiIlly solely roe Ohs design shown. Ti..suitabilytg and use of this drawing DUR.FRC. 1 .25 JOB #: 21874
Fax:(321)-383-0362 nor on .tructure is the resporri bility of the Building Desl gIM8So
o.2.
per I/TPI I B .2,
For more infornatl.n. e this Job a general not..pogo and the..web.It.e: SPACING 24.0" TYPE C 0 M N
ITVBCG: ww.itwbog.aoe: TPIi w...tpinet.org: TCR: ww.eba)nd.etry.aom: ICC: ww.icasofe.org
Job: (21874) /BREVRRD HOMES /OAK LANE - TOUCAN / C7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Volvo Set: 13B (EFFective 6/1/2013) 150 mph wind, 15.00 Ft mean hat, ASCE 7-10, CLOSED bldg, not locoted within 9.00
i Ft From roof edge, RISK CAT II, EXP C, wind TC DL-4.2 psF, wind BC DL-5.0 psF.
Top chord 2x4 SP #2 :T4 2x4 SP #1: GCp1 (+/-)-0.18
Bot chord 2x4 SP #2 :B1 2x4 SP M-31: Wind loads and reactions based on MWFRS with odditlonol C&C member design.
Webs 2x4 SP #3 g
Lumber value set "13B" uses design values opproved 1/30/2013 by RLSC Right end vertical not exposed to wind pressure.
Bottom chord checked For 10.00 psf non-concurrent live lood. (o) #3 or better scob reinforcement. Some size & 807 length of web member.
Attach with 10d Box or Gun (0.128"x3",min.)nolls 0 6" OC.
DeFlection meets L/360 live and L/240 total loud. Creep increase factor For deod
lood is 1.50. MWFRS loads based on trusses locoted of least 15.00 Ft. From rooF edge.
LeFt bottom chord exposed to wind.
I 19' I 10'10" -I 7'10-8 _1
OR X5
— T T
♦3X 03X4
12 f3X '
m 6 � #2X N 0
o _4) .SXB . .8 ro ro
a, = T T o 0
�2X = toj777,,,,,,„'` r
-11111
+^
•5X5 •3X8 a3X5 •3X10 �t6+
.3X4(R ' I1 •3X4 Ll 1I
1 . I .
B11 —
114X6(R)
I- 9.10- I- 27.10-8 I
I 9.11- �I 27'6-8 I
I'• 37'8-8 '•I
R-410# U-213# RL-310/-259# W-8- R-1051# U-219#
(Rigid Surfoce)
R-1477# U-251# W-8-
(Rigid Surfooe)
LEFT RAKE - 1 ' 1"7 RIGHT JIG — 8'5"9
LEFT JIG C721 '4"13 SED ., 17535
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-201(0X)/0(0) O T Y= 1 TOTAL— 1 REV. 15.01 .0 1 C.06 1 8DPL E -0. 1875
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20. SF REF
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, P
Trusses require extreme core in fabrioati a handl) q sI,pp inq Installs and brooir�g R.1.r to and
��I�� follow the iots.t edition of SCSI (Building Ca.pon.nt SSF.ty Inferno:Ion, by 71 end VTCRI'for sorely TC DL 7 . PSC DATE 07-02-2015
Ise. p�ooti°M prior to p.rferming the. Furotiorv. Irrtollers shod provide temperory brooing per SCSI.
R USStw°OD 0n1esV roisd otherwise, top ohord shall hove propertyy o,tooh.d etruoturol .h.othing lard bots ohord
shall hove o properly attached )gid°VIIIMiy( L000tTonr shown For psrmarynt !latero) Vstroint of webs BC DL 10 •OPS DR W G
.holt ho..brow na Installed per BCBI T13f.e B3 87 DIG, as oppll noble. Rppl4y plots. to eooh food (�
f truss rd position ISn a shown bo..end on the Joint Details, reelns noted otherwTu. O.OPsf JS
Refer to Building-Components
I60R-Z for standard plots position. B C L L
ITV tobuildthe Group Inc. shall not be responsible for ony andlotion from this A.ouing
3820 Bobtu).ere-TihnvTe,Plaids-32TB3 ony follies build the truss in oonFormoro.with ANSI/TPI I, or for handling, .hipping, irotallo+ion TOT.LD. 37 .OPsf 0/R LEN. 370808
t brooing a< trusses.
Ph: (321)-383-0366 A seal on this drawingor cover pegs listing this drawing, indleats@ sooeptenes of prof.ssienl
Fax:321)-363 OQ62 ennggin'ring rssprenel bii riselelybfortt of Mignnuts shown.
The Designee eultebiiity end wee of this drawing OUR.FAC. 1 .25 JOB fl: 21874
any .pmrT y n8 gner per RNBI/TPI I 6se.2.
For more information see this job.general rot.s page land wwnthese web site.: SPACING 24.0" CONN
ITVBCG: w.itwbog.00m: TPI: w.tpit.org:VTCB: wwdrstry.00m: ICC'.sboinw. io
. osof..org TYPE
Job: (21874) /BREVRRD HOMES /OAK LANE - TOUCAN / C8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 138 (Effective 6/1/2013) 150 mph wind, 15.00 ft mean hot, ASCE 7-10, CLOSED bids, not located within 9.00
I ft From roof edge, RISK CAT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf.
Top chord 2x9 SP #2 GCp1 (+/-)-0.18
Bot chord 2x4 SP M-31 :62 2x4 SP #1: :63 2x4 SP #2: Wind loods and reactions bosed on MWFRS with additional C&C member design.
Webs 2x4 SP #3 9
Lumber value set "136" uses design values opproved 1/30/2013 by RLSC Right end verticol not exposed to wind pressure.
Bottom chord checked For 10.00 psf non-concurrent live lood. (o) #3 or better scab reinforcement. Some size & SOX 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 loud. Creep increose Foctor for dead
load is 1.50. MWFRS loads based on trusses located of least 15.00 ft. from roof edge.
Left bottom chord exposed to wind.
I 19' -{ 6'10" - -I- 91O8 -{
T e XS _ T
/3X .3X5
I
12 /3X5
I" 6 � I12X = X =`-4 T 0
• T �,
o, _ P o 0
442X4 m
7 la
_./ N
•SXSI 62 =3X8 a9(5 �iX6 63 m4X4 6
3X4(R t 1 i 71 I
!14X6(R)
9.10" -3 27'10"6----- -i--
I-1 F 9'11" -t1 27'6"8
I- 37'8"8
R-41617 U-199# RL-300/-233# W-6" R-1054# U-2581*
(Rigid Sur£oce)
R-1463# U-273# W-8"
(Rigid Surface)
LEFT JIGE = 1 '4"7 RIGHTS JOG= 105815
DESC. = C821 '4"13
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-207[0X)/0101 OTY= 1 TOTAL= 1 REV. 15.01 .01 C.061 SDRIE -0. 1875
••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20. df- REF
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, P
Truss ,re •tre-e o ,n febr,00ti handl, hlpp.g, ,nsto,iinp and brool Refer to and
�/��� folio.,the latest edition or SCSI 18,,,lain9 Co:porvnt Safety Information, by IPI and wTCN'for safety TC DL 7 .0psf DATE 07-02-2015
Ism p ootlos prior to performing tMs funotIone. lnstoiisrs shall provide temporary brooing sr SCSI.
RUSS�OOD 0niss noted otlrra,se, lop chord shell hoes prep.rly oltaohsd etrvoturoi eMothing and bottom chord 0 O s
.hell have properly ttaohed rigid os,l,n9. Locations shown for pernon.nt lateral int or webs BC DL P 1:11:616
.hell hove bracing lneloll.d per SCSI seotione 83, 87 or 810, e.rapplioable. Apply plat.. to.00h foes
f truss and poll►,on a shown above and on the Joint Details, unless noted other.Ise. O-oI"1 5 f` JS
R.r.r to drauin 1608-2 for standard plot.posit lon.. BC LL 0.0psr ITV Building wild thnts Growp Ino. she li not b.r. ns ib is for any deviation from this trouin9
3620 eabcal,s,i.-Tibav07e.PlQ;da-32763 o follwro to build 1M ,twee ,n oonrormoro.with RNS iP! 1, or for handling, shipping, ,rrtaliai,on TOT.LD. 37 .Opsf 0/R LEN. 370808
L eroo, of trues.
Ph: (321)-383-0366 N seal on this drawing or Goner page listing this drawing, Indicates 000eptonoe of professional
e ngineering r.sponslblilty solely ter the design shown. The witobillty and use of this drawing DU R.FAC. 1 .25 JOB #: 21874
Fax:(321)-313-0361 far env struotire is the r.sponsiblllty of 1M Building Designer per RNBI/TPI 1 S.o.2.
For more Inforeation see this job.gsnerol notes paneand these web sites: SPACING 24.0- T Y PE C 0 M N
!USCG: w..,t. ww
bog.eow: TPI: w.tpinet.org:YTCN: w.sbo,n try.00n: ICC: www.loo.afe.or9
Job: (21874) /BREVRRD HOMES /OAK LANE - TOUCAN / C9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set 13B (EFFective 6/1/2013) 150 mph wind, 15.00 Ft mean hot, ASCE 7-10, CLOSED bldg, not located within 9.00
e Ft From roof edge, RISK CAT II, EXP C, wind TC DL-4.2 psf, wind BC OL�S.O psf.
Top chord 2x4 SP #2 :T4 2x4 SP #1: GCp1 (4/-)-0.18
Bot chord 2x4 SP #2 B1 2x4 SP M-31: Wind loads and reactions based on MWFRS with additional C&C member design.
Webs 2x4 SP #3 9
Lumber value set "13B" uses design values opproved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non-concurrent live load. (o) #3 or better scab reinforcement. Same size & BOX. length of web member.
Attoch with 1Dd Box or Gun (0.128"x3",min.)noils 0 6' OC.
Deflection meets L/360 live and L/240 total load. Creep increose factor for dead
loud is 1.50. MWFRS loads based on trusses located of least 15.00 Ft. From rooF edge.
Left bottom chord exposed to wind.
I 19' I 10'7-8 1- 8'1" -I
- XS— _ T
/3X '43X4
12 03X , I'
r 6 p g2X4 - N in
o 45X8
T4 .4X=
o)
= m m
; o0
zr „ = T
imga
1'
g'flial
�{yy a
.SXSt 3X8 3X5 5,3X1D (6
S3X4(R I �� 11 43X4 11' I
B1 114X6(R) _L.. J_
I 9'10" II 27'10"8 -I
H I 9'11" 11 27'6'8 -I
I 37'8'8 1
R-41011 0-2124 RL-309/-2564 W-8" R-10514 U-2238
(Rigid Surface)
R-14758 U-2528 W-B-
(Rigid Surface)
LEFT RAKE = 1 ' 1"7
LEFT JIG = 21 '4"13 RIGHT JIG = 8'8"5
DESC. = C9 SE0 = 17527
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-201(07)/ 0(0) OT Y= 1 TOTAL= 1 REV. 15.01 .0 1 C.06 1 50FI E =0. 1875
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 2O. Opsf REF
..IMPORTANT•. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
True... equir..atre,.oars in fabricating, handling shipping. Installing end braosng Refer to end �
_/I'� follow the latest edition of SCSI (Builds Corponent Sojety Infornotion , by IPI and VICKI For f.ty TC DL 7•Opsf DATE 07-02-2015
T/ pp``aotices pre or to p.rforning ih.e.funot lcn.. Install.re shoIl provide terporory bracing per BCS!.
RUSSwUUD Unless ted otherwise, top ad rigid aholl hove properly o .l,aun for p.rronent lateral restraint of be BC DL 10.OPS T D R W G
boil hens broelnnqq iti toiled par BCS! e.atiane B3, 87 or 810, es pplleobls. Apel plat.. to e.eh face
otrue. nd posi71on os shown bon. and on the Joint Details, unlace noted oth.rw)es, [�
Refer to drow5 c I60R-Z for standard`lots pan tloro. BC LL O•OPsi JS
ITw Build to build
the t• Group Ino. hell not to .eBoneible for any deviation fro,.this&rowing
3820 Boblila.-Tin cjn..F'Iv;ee-32783 �y lloilure to bused the truce In oonforronos with wS7/TPI 1, or far hondei..g, .hipping, s,.etello{ion TOT.LD. 37 .Opsf 0/R LEN. 370808
L broosrq a trusses.
PW (321}3g3 66 A e.al on this drawing or cove`page lldesig this drawing, Indicates eee.ptenoe or professional
engineering responsibility solely for the design.lawn. The sulteblllty end use or this drawing DUR.FRC. 1 .25 JOB ry' 21874
Pox:021)-383-0352 roe any structure is the responsibility or the Building nesllner per age and these web sites: SPACING 2 4.0" TYPE C O M N
ITVBCG: ww.,twbog.00m: TP1: www.tpinet.org:VTCB: www.ebosnd stry.00n: ICC: ww.sooeofe.org
Job: (21874) /BREVARD HOMES /OAK LANE - TOUCAN / CJ1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set; 136 (Effective 6/1/2013) 150 mph wind 15.00 Ft mean hppt ASCE 7-10, CLOSED bide Located onywhere In
• rooF, RISK CAT II, EXP C, ulna TC DL4.2 psf, wind BC DL-5 .0 psf.
Top chord 2x4 SP #3 GCpi (+/-) 0.18
Bot chord 2x4 SP #3 Wind loads and reactions bosed on MWFRS with odditionol C&C member design.
Lumber value set "13B" uses design values opproved 1/30/2013 by ALSC
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 deod
load is 1.50.
R--14# Rw-27# U-31# NAILED
11
6 .2X4(A �•m
00
1.______1. I i• -I
R-151# U-7SW RL-39/-28# W-8"
(Rigid Surface)
R-11/-2# Rw19# U-12# NAILED
LEFT RAKE = 1 ' 1"7 —
LEFT JIG CJI 3"12 RIGHT
SEQG= 174761
PLT. TYP.-WAVE DESIGN CRIT-FSC201CRES/TPI-2007 FT/RT-20x(Ox)/0(0) QTY— 8 TOTAL— 8 REV. 15.01 .0 1 C.0 6 1 5OPIE =1 .0000
••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 2O.OpSF REF
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses .qy.Ir.ostr.n. In fabricating, hondl:ny shipping, installing and broolnq Refer to and
���� follow the la1Nt edition oSCSI (Building Conpon.nt Sof.fy Infornotlon, by TPone fICRY for.of.ty TC DL 7 .OpSF DATE 07-02-2015
ye. pr of 0..prior to p..Fornln9 tM..funotl n. Install.. .holt Prov id. t.nporo.V broolnq p.-SCSI.
R USSWOOD shall t.d properly
top ohord 1.011 prap.rl ottooh.d.tr..oturol nt loners one e$ftan ohord 1 O .O S i
shall how o prop.rly ottooh.d l Id o.Iling. L000t,on..hown For permanent lot.rol earolnt of webs B C DL p DRW G
.boll how.brooms In.toll.d p..'SCSI .Ntlon.83, 87 or B10, 0.opplloobl.. Rppl)y plot.. to coo"foo.
of tr to and position N shown obey.and on 1M Joint Dao11s, MINA notal ofh.rw ss. O,OpSF JS
a.1.. to drawings 1608-2 for standard plot. bo n.. BC LL
ITS Building build
t.nt.Groy.p Imo. shall not b. IbIe for any deviation from this drawing
362OBob(blare-rn•ea.m«;ea-32783 oI%t rollwr. to build the try... In aanrornana.with 5lS TP! 1, or for handling, .hipping. In.talla4lan TOT.LD. 37 .OpsF 1
a araoi�Q of try...... 0/A LEN.
ph: (321}383-0:166 R goal on this drewing or oov.r peg. listing this drawing. Indlootes ooe.ptenes of professional
.nglnoer1ng rospo.Iblll y.ally for t1.o design shown. Th..ultoblllty end uN of this drawing OUR.FAC. 1 .25 JOB #: 21874
Fax:(321)-383-0362 far ony.truotue I. the ..pon.lbi l Ity of 1M Building DNlgn.r per MAI/TPI 1 8.0.2.
For nor. Information... this Job.g.n.rol notes pogBo and these web sites: SPACING 24.0" JACK
ITVBCG: ww.itwbog.oen: TPI: www.tpIn.t.org: OTCR: ww..bolnd.stry.00n: ICC: ww.loo.af..org TYPE
Job: (21874) /BREVRRD HOMES /ORK LANE - TOUCAN / CJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Volue Set: 138 (Effective 6/1/2013) 150 mph wind, 15.00 ft mean hot ASCE 7-10, CLOSED bldg, Located onywhere in
t
roof, RISK CT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psi".
•
Top chord 2x4 SP #3 GCp i (+/-)-0.18
Bot chord 2x4 SP #3 Wind loads and reactions based on MWFRS with odditlonol C8.0 member design.
Lumber value set "13B" uses design values opproved 1/30/2013 by RLSC
Bottom chord checked for 10.00 psf non-concurrent live lood.
Deflection meets L/360 live and L/240 totol load. Creep increase factor for deod
load is 1.50.
R-64# U-43# NAILED
T '1 T T
I."
0 61;7 o
in
PI Ca
11#2X4(R N N
s MIIMIIMIllMirl
r
►T�
1.______1. I- 3' {
R-193# U-67# RL-78/-36# W-8" R-51# U-3# NAILED
(Rigid Surface)
LEFT RAKE - 1 ' 1"7
LEFT JIG = 3'6"4 RIGHTS JOG== 174800
DESC .= CJ3
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI.2007 FT/RT-20X(OX)/ 0(0) OTY- 4 TOTAL= 4 REV. 15.01 .DIC.0615DPIE -1 .0000
e.WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRRWINGI
TC LL 20.0ps REF
::IMPORTANT:: FURNISH THIS DRAWING T ALL CONTRACTORS INCLUDING THE INSTALLERS.
Tru...s require extreme oare in fabricating, handling .hipping, Installing and breoinq Refer to and f�
�1I�� follow the iot..t edition of SCSI (Budding Component Safety Information, by 7P1 and VTCB) for safety TC DL 7 .Opsf DATE 07-02-2015
�1 lee. p�• oboe.prior to perfermirg 1Mse fumations. Installr.shell provide temporary racing per SCSI_
R�A7�1OOD On lee.mated other..I.., top chord:hell hoe.proper) al toohed structural sheathing and bottom chord
shall hove a properly attached rigid yelling. Locations.how,for permanent lateral • train, of webs B(. DL 1 O.Opsf DRWG
shall hove bracing ln.tolled per SCSI .eotions B3, B7 or 810, o.applicable. Apply plate. to:ooh face
Rf fru.sand position as shown above and the Joint Detail., unless noted otherVTN. O.O p s f JS
efer to drawing. ISOA-2 for standard plat.position.. BC LL
1TV Building Component.Group Inc. .hotel not be responsible for any deviation from this Browing
3820Bobbilwne-TitmniDe.pkrida-32783 ony failure to build the truss in oonformonoe with ANSI/TPI 1, or for handling, shipping, installation
t brocing of trw..... TOT.LD. 37 .Opsf 0/R LEN. 3
M: (320-383-036 A seal on this*twiny or*over page listing th1.mewing, indicates aoo.ptanan
e of professio )
engineering responsibility.ol.ly for the design show,. The ewitob,Ilty end use of this Brewing OUR.FRC. 1 .25 JOB #: 21874
Fax:(321)-383-( Per any struts/6r. is the r.epensibil ity of 1h.&A lding Designer per AM51/11.1 1 Seo.2.
For mars information see this ,lob s general notes paye and these web sites: SPACING 24.0- T Y P E JACK
INKS. www.itwbog.eom: TPI: auw.tpinst.org: YTCA: w.,....bo, try.ee : ICC: u .ioo.afe.org
Job: (21874) /BREVRRD HOMES /OAK LANE - TOUCAN / CJ5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 13B (EFFective 6/1/2013) 150 mph wind, 15.00 Ft mean hat, ASCE 7-10, CLOSED bldg, not located within 4.50
t Ft from rooF edge, RISK CRT II, EXP C, wind TC DL-4.2 psF, wind BC DL-5.0 psf.
Top chord 2x4 SP 82 GCpi (+/-)-0.18
Bot chord 2x4 SP it3 Wind loads and reactions based on MWFRS with odditlonol C&C member design.
Lumber value set "13B" uses design values approved 1/30/2013 by RLSC
Bottom chord checked For 10.00 psf non-concurrent live loud.
Deflection meets L/360 live and L/240 totol lood. Creep Increose Factor For deed
load is 1.50.
R-11911 U-798 NAILED
T :YT —
P 12 r'
0 6 p o
mm
to N t t
t7 cn
M Ci)
=2X4 IA
T II `�/—
►��
_
H-1' I- 5. 1
R-262# U-8111 RL-116/-458 W-8" R-8911 U-811 NAILED
(Rigid Surface)
LEFT RARE = 1 ' 1"7
LEFT JIG = 5'9"1 RIGHT JIG = 6' 1"10
DESC. - CJ5 SE0 = 17320
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPS-2007 FT/RT-20%(Dr)/0(0) O T Y= 4 TOTAL= 4 REV. 15.01 .0 1 C.06 1 SOUR E -0.7500
••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.0ps REF
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trus r • extreme oar• in febrioot,ng handling shipping, installing and bracing. Refer to and
�/I�� Follow the to..t eition of BCS (Building Co..pwn.nt Safety I� matian, by TPI end v1CRTfor fsty TC DL 7 -Opsf DATE 07-02-2015
�- tract loss prior to p.rforcing these twit Ions. Instal Hers stall provide tenporery bracing per BCSI.
hUSSwOOD Ise-noted otnerulea, top chord-doll -.vs properly attached structural sheathing and bottom chord f�
RUSS hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs BC DL 1 O•Ops r D R W Ci
.hell hew.brace -tolled per SCSI otiBn.BI B7 BID, a•oppliooble. App) plates to.00h feoe
of truss and position es ehwn above end on the Joint Befell., un.l...noted ether,YY... O O[�S f` JS
Refer to drawings (600-Z for standard plots position.. BC LL 0.0psr
(Tv Building components Group Inc. .boll not be es ibis for any devotion from this droning
3920Bobh Ler-TItunMe.Flonda-32993 onw TV Buie to build the )ruse in conformance with ANSI/TAI I, or for handling, shipping, metal lot ion 37 O S(-
15raoinn9g of trusses. TOT.LD. .0psr 0/A LEN. 5
Ph: (321)-383-0366 R ectal an this drawing or cover page listing this droning, Irdloatss aoeeptonoe of professlonoi
engineering responsibility solely for the design shown. The suitability and use of this drawing OUR.FAC. 1 .25 JOB #: 21874
Fax:OM-m-1mm for any structure Is the responsibility of the Building Designer per ANSI/TPI I Beo.2.
For more infornotlon see this Job s gensrol note.pogo and these web sites: SPACING 2 4.D" TYPE J R C K
ITV8CG: www
u.itubcg.00m: TPI: u .tplrat.org: TCR: u .sbc- w
try.00m: ICC: w .lcosafs.org
Job: (21674) /BREVRRD HOMES /OAK LANE - TOUCAN / EJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 13B (Effective 6/1/2013) 150 mph wind 15.00 Ft mean hat ASCE 7-10, CLOSED bldg Located onijwhere in
s roof, RISK CI!T II, EXP C, wind TC DL-4.2 psF, wind BC DL-5.0 psF. 1
Top chord 2x4 SP #3 GCpi (+/-)=0.18
Bot chord 2x4 SP 03 Wind loads and reactions bosed on MWFRS with additional C&C member design.
Lumber value set '13B- uses design values opproved 1/30/2013 by RLSC
Bottom chord checked For 10.00 psf non-concurrent live load.
Deflection meets L/360 leve and L/240 total loud. Creep increase Factor for deod
lood Is 1.50.
R840 U430 NAILED
-r T T
P o S 12 o
in
io m
e2X4(R N N
i Millilli.11=1
T1
IiiiirMillil
1..---1' i 3' I
R-193# U-S70 RL-78/-30# W-8- R-510 U-3i1 NAILED
(Ri91d Surface)
LEFT RAKE = 1 ' 1"7
LEFT JIG = 3'6"4 RIGHTS JIG
O=
G - 4' 1 -10
DESC. = EJ317492
PLT. TYP.-WAVE DESIGN CRIT-FBC2OIORES/TPI-2007FT/RT-20%(0X)/010) DTY= 4 TOTAL= 4 REV. 15.01 .01C.061bDPLE =1 .0000
•.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. require arra... In febrleet,ng handling hlpp Ing, Install, end trap!nq Rarer to and
�♦I�� Trusses the iottest edition oBCSI (Buildh Component Softy Irforration, by TPI and VTCB) for eofety TC DL 7 .0 sr DATE 07-02-2015
!6e' D octices prior to peeforning the..functions. Instollera hell provide temporary trophy per BCS7. Op
sr
sh tad properly, top Mrd doll hone proper! n..hoed for permanent lateral me triton ohord
USS shall hon. properly ttpoh.a Igglu� p.III,y. �aaatT�an..Mr,.for p.r„a,,.,,t !pineal r. repine or bs BC DL 1 O.Opsr DRWG
gEroziNgziNgfiNi shall Mve trop! Instoll.d par SCSI of leer 810, ee ppl,poble. Rppl�J plat•• to•ooh foo.
of truss and peens.Ion os shown atone and to m.830; DetelI., unl..e naiad olherrlsa. 0.0 p s F JS
Rarer to traumas 1608-Z for standard Piote positions. BC L L ( r
ITw Bvliding COopwrnte Group Ino. .MI1 of be • elbi.fee any deviation free this drawinf1gQ
36201iobbiitro-Titavilfe.Florida-32783 any acilwre to build iM truce In oonforeonee with RNS TPI 1, or roe handling, .hipping, IMtoliot Ion TOT.LD. 37 -Opsr 3
1. bracing or true.... 0/R LEN.
Ph: (321)-383-0366 R awl on this droving or.ever page listing this drawing, (ndleotes aooeptonoe of professional
engineering responsibility wlelyy for the design shown. The sultebilltyy end use of this drawing OUR.FAC. 1 .25 JOB #: 21674
Fax:(321)-383-O362 for any struoture is the responsibility of the Building Designer per RtlB1/TPSs
o.2.
1 S .2.
for nor. information see this job s general noise pogo end these web sites: SPACING 2 4.0" TYPE JACK
ITVBww
CG: www. TP1: w .Tpinst.org: VCR: urw
w.eboi tey.con: ICC: vw.I cosore.org
Job: (21874) /BREVRRD HOMES /OAK LANE - TOUCAN / EJ7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Volue Set: 13B (Effective 6/1/2013) 150 mph wind, 15.00 ft mean hot, ASCE 7-10, CLOSED bldg, not locoted within 4.50
, ft from roof edge, RISK CRT II, EXP C, wind TC DL4.2 psf, wind BC DL-5.0 psf.
Top chord 2x4 SP *t2 GCpI (+/-) 0.18
Bot chord 2x4 SP 712 Wind loads and reactions bosed on MWFRS with additional C&C member design.
Lumber value set "13B" uses design values approved 1/30/2013 by RLSC
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. MWFRS loads bused on trusses located at least 7.50 ft. From roof edge.
R-1718 U-113# NAILED
— -I- — —
12 m
t
o 6 o (nu)
Cr, in m m
•0 s
=2X4(A
1 A( —
1---1' I 7' 1
R-336# U-9B8 RL-154/-53# W-8" R-12771 U-13# NAILED
(R191d Surface)
LEFT RAKE = 1 ' 1"7 =
DESC. = EJ7' ll"14 RIGHTSEOG= 8173280
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20Z(OZ)/DID) QTY= 29 TOTAL= 29 REV. 15.01 .0 1 C.0 6 1 SDREE =0.5000
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.Opel' REF
',IMPORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trim..'require.xtr.o.oore in febrnoot-Ing, handling shipping, installing and brool Refer to and
�/��� Follow the otast edition of BCSI (Build)nq Co..ponent SoFety Information, by TPand 01CR) For so1.ty TC DL 7 .Ops ' DATE 07-02-2015
T pprroatlas.prior to perrornlnq th..Functl&r. Installers shell provide tenporory brooing per BCSI. I—
R USISw00D ted otol.., top Sherd boll hon.prop.rl ottooh.d f ruoturol .n.othine end bot Ton ohord
.boll hove o properly ttooh.d rigid ceiling. Location..boon for p.rron.nt lots l int of be BC DL 1 0.O p S r DR WG
shot! hove brooing in.tolled per SCSI ..otione B3, 87 810, oe opplloobl.. Apply plot.. to.00h Poo.
of truss and post ion os shown above end on the Joint Details, unless noted otherw se. O.OPS L` JS
Refer to drawings 7600-C for•tondord plots positions. BC L L i
ITV&II Iding To.pwrnt.Group Ino. shall not be po ibl.for any den lot ion fro.. this drawing
3620Bobbi Lens-Titinvllfe.Flolide-32783 on�!allure to build the trues in oonfornomae with f4S1/TPI 1, or for handling, .hipping, installation
s`Ibrooing of trweeee. TOT.LD. 37 . OPS!' 0/R LEN. 7
Ph: (321)-383- R swl on this drawing or cover pegs listing this drawing, indicets.eooeptones of profsulonel
engineering responsibility solely for the design shown. The wltobii sty end use of this droving OUR.FAC. 1 .25 JOB �$: 21874
Fax:(321)-383-0362 for ony etrwtwre Is the r.epon ibiiity of the Building Designer per W6I/TPI 1 8.0.2.
For nor. inforw.itwbog.00n: TPI:nwCR
otion see this,lob a general notes page and these web sites: SPACING 2 4.D" TYPE E J R C K
ITVBCG: ww.tpinet.org: : wei t
w..bry.con: ICC: ww.lcesoFe.org
Job: (21874) /BREVARD HOMES /ORK LANE - TOUCAN / GID THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 13B (Effective 6/1/2013) 150 mph wind, 15.00 ft meon hqt, ASCE 7-10, CLOSED bldg, not locoted within 4.50
. ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL-5.0 psf.
Top chord 2x4 SP #2 GCpi (4/-)-0.18
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W1, W5 2x6 SP *2: End verticols not exposed to wind pressure.
Lumber value set "13B- uses design volues opproved 1/30/2013 by RLSC Deflection meets L/360 live and L/240 totol load. Creep increose factor For deed
load Is 1.50.
Speciol loads
(Lumber Dur.Foc.-1.25 / Plate Dur.Foc.=1.25)
TC- From 56 plf at -1.90 to 56 plf of 4.23
TC- From 56 pHs of 4.23 to 56 pIF of 10.36
BC- From 20 plf of -0.46 to 20 plf of 0.00
BC- From 547 plf of 0.00 to 547 pIF of 8.46
BC- From 20 plf of 8.46 to 20 Of of B.92
Wind loads and reactions bosed on MWFRS with additional C&C member design.
4'8"4 I 4'8-4 1
114X4(R) — —
T )�
m
6
M
N
/4x. %4x6
0' �. T M
Lo in
0
N __ ®iiiiiiW5 1
-- M -1X4 _7X12 =4X4 T T
= 9'4-8 S 1�
.1 i1'3-12 9.4.8 1'3-12 , - 1 —
R-26608 U-1347 RL-151/-151e W-S-8 R-2660# U-104771 W-5"8
(Rigid Surface) (R19Id Surface)
LEFT RAKE - 1 '5"10 RIGHT RAKE = 1 '5"10
DESC,JIG G—15
11"6 RIGHT
SESG-- 175426
PLT. TYP.-WRVE DESIGN CRIT-F8C2010RES/TPI-2007 FT/RT-207(00)/ 0(0) O T Y— 1 TOTAL- 1 REV. 15.01 .0 1 C.0 6 1 5 E =0.3750
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.0psf REF
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRAC R INCLUDING THE INSTALLERS.
Trusses require extreme pore In fabricating, handling, shipping, In.tolllne and bracing. Refer to and
follow the lot..t edition of SCSI (Building Coponent Saety Information, by 7PI and VIM for softy T C DL 7 O p s f DATE 07-02-2015
yr, pile.. prier to performing the.. Functions. Inetoll.rs shall provide temporary bracing per SCSI.
R=S,SWOOri ll...noted oth.rulse, top chord.boll hove proper) ottooh.d•iruoturol •Mothing and bottom chord 1 0.0 S f
v oboll hove o properlyy attooh•d rigid oslllnnqq L000tTon. .houn For permanent lateral e.irolnt of wb• B C DL p DRWG
shell nova brool installed per SCSI sections 83, 87 or 810, o•applicable. Rpply plates to each Foos .
f truss and position to shown obo.o end on the Joint Details, .nl•.e noted athrwT•.. O Opsf Js
`Refer to rawl 180R-2 for stondord plot.position.. BC LL
ITS Building-Components Group Inc. shall not be • nslble for any devlotlon from this drowIrg -_ - .
3820 BobbiLas-Tit,tvi'De,Florida-32783 `nye fo,mluqr•ftorbuildd.the truss In conformance with RNS TPI I, or for handling, shipping, installation TOT.LD. 37 .Opsf 0/R LEN. 90600
Ph- (321)-WHXE6 R e«l on this drawing r Dover page listing this drawing, indiootes 000•ptonoe of profe•.lonol
r
•ngln. ing responsibility saltily for the deep,shown. The ewltoblllty end use oF this drawing OUR.FRC. 1 . 25 JOB fl: 21874
FaxFax:020-383-mm For any etruct.re I. theosoon.Ibll ity of the Building Designer per RNBI/TPI 1 8.o.2.
For r information.. this yob a general notes page and these wb sites: SPACING 24.0" COMN
ITVSCC: ww.itnbog.00m: TPI: wuw.tpin.t.org: VTCB: ww.eboln try.aom: ICC: www.Ipo.af..rg TYPE
Job: (21874) /BREVRRD HOMES /OAK LANE - TOUCAN / GE1B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 13B (Effective 6/1/2013) All plotes ore 2X4 except os noted.
Top chord 2x4 SP #2
150 mph wind 15.00 ft mean h t ASCE 7-10, CLOSED bldg, Locoted anywhere In
Bot chord 2x4 SP #2 roof, RISK CRT II, EXP C, ulna TC DL-4.2 psf, wind BC DL-5.0 psf.
Webs 2x4 SP #3 GCp1 (+/-)-0.18
Lumber value set "13B" uses design values opproved 1/30/2013 by RLSC Wind loads and reoctions bosed on MWFRS with odditlonol C&C member design.
See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind brocing requirements. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF clodding lood
one foce, and 24.0" span on opposite face. Top chord must not be cut or
Bottom chord checked For 10.00 psf non-concurrent live lood. notched.
Deflection meets L/360 live and L/240 total load. Creep Increose foctor For deod
lood is 1.50.
1 14' 1- 14'
=4X5
12 /5X •iopilli°llilligligi 5X5
P 6 p ow
0
n •
m m
• • n n
•
=3X4(8 J / =3X4(R1)
•5X5
I 28' 1
26' 1 1 —{
R-93p1f U-100pif RL-11/-11W W-28'
(Rigid Surfoce)
LEFT JIGE= 15'5"12 RIGHT JIGE= 15'9"12
DESC. = GE1B SEO = 17452
PLT. TYP.-WAVE DESIGN CRIT-F8C2010RES/TPI-2007 FT/RT-20X(OX)/ 010) OTY= 1 TOTAL= 1 REV. 15.01 .01 C.061 50NIE =0.2500
■•WARNINGI*• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20 .0(�Sf REF
.IIMPORTANTee FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trv.•s ire extreme in Foiw-looting, handling shi Pping ,n•toilinq ond bracing._ R.rer to end
�/I�� pFoll...the rewire eition of SCSI (Building Coopon.nt Sorely InfoFi�.elion, by TPow vTCRT'fprsafety TC DL 7 .OpSf DATE 07-02-2015
=/fit(t rootiow prior to perForo na ihsae functions. ]ntollers shell provide tenporory brooing per BCSI. o r�
RUSSWOOD Unleee rated of herwice, top bhord eholl hove proper)yy ottoohed atrupturol nt I t ng and trai nt chord BC DL 1 O.O P S f
eholl hove proprrlycotteoh.d lagid o."li kr
87an ehpwn for p rno nt ioterel retrotnt of wbe DRWG
.hell hove:,.:r..7;;Iv per above
ti B3, /7 810, ea eppliooted Rppiyy plot.. to reel.fro• r
of eruto and position as shown above and on the Joint Ortoils, unless noted otherwirr. O.O P s r JS
Refer to drawings 1608-Z for standard plate positions. BC LL
ITV Building build
the
Grove Inc. 51,011 not be • ibl.for any handling,
,on p,, this drawing
3620 Bob6iimie-Tihnvae.Florida-32783 pny roller to build II. truss in eenferroroe with responsible
I. or for handling, shipping, in.tellp�ion
I bracing of trwe.e.. TOT.LD. 37 .OPSf 0/A LEN. 28
1311: 021)-M-0366 A seal on this drawing or°doer pogo listing this drawing, Indleatss eeeeptenoe of professional
engineering re.pon.ibillfy solei for the design.Noun. The sultoblitty and use of this drawing DUR.FRC. 1 .25 JOB #: 21874
Fax:(32l)-383-WW for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S.e.2.
For nore inFornation see this fob it general notes po]e and these web sites: G R B L
ITVBCG: wwn
w.itwbcg.con: TP1: w.tpit.org:1TCA: ww.ebolndwetry.00n: ICC: www.ioo.afe.org SPACING 24.0- TYP E
Job: (21874) /BREVRRD HOMES /OAK LANE - TOUCAN / GE1D THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Volue Set; 13B (Effective 6/1/2013) RII plates ore 2X4 except as noted.
e
Top chord 2x4 SP #2 150 mph wind 15.00 Ft mean hat ASCE 7-10, PART.�NC. bldg Located anywhere in
Bot chord 2x4 SP #2 roof, RISK CAT II , EXP C, wlna TC DL-4.2 psf, wind BC DL-5.0 psf.
Webs 2x4 SP #3 GCpi (+/-)-0.55
Lumber volue set "138" uses design values opproved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design.
See DWGS R18015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. Truss designed to support 1-0-0 top chord outlookers and 3.00 PST cladding load
one face, and 24.0" span on opposite Face. Top chord must not be cut or
Bottom chord checked for 10.00 psf non-concurrent live load. notched.
Deflection meets L/360 live and L/240 totol load. Creep increase factor For dead
loud is 1.50.
I 5' -I 5' I
1£4X4
12
0 6
N m m
m m
2X4(R Im2X4(R1)
■• ■
J_ Rrid
I -L
I 10' -'I
I••--1' I- 10' I 1'
R-96pIF U-100pIF RL-14/-14plF W-10'
(R191d SurFooe)
LEFT RAKE = 1 ' 1"7 RIGHT RAKE = 1 ' 1"7
LEFT JIG GE1D9 1 RIGHT
SEOG=` 17466
PLT. TYP.-WAVE DESIGN CRIT-FBC20lORES/TP1-2007FT/RT-2021021/ 0(0) OTY= 1 TOTAL= 1 REV. 15.01 .01C.061EDPIE =0.5000
CIWARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.0 sr REF
eeIr.require FURNISH THIS DRAWING ALL CONTRACTORSg, intINCLUnINO THE INSTALLERS.efertanOp
sr
the otuire d.itone in Buildinti n9, onenthandling, shipping, ,mon, b and drool Refer to end 7 .O S r
�1I�� Collor the )oust edition of BthI (Btonotig CospInsta Safety Information, by TPI and VTCB) for Bofgty TC DL 7 .0psr 07-02-2015
IiiIso. pr octicss prior to psrforn S arse allalons. Inetollers shall provide tsn athin brooing per chor
RUSS TODD U'see tea properlye, top Shard ern I hong propsrtVV ottoarn For,crus) nt oat rnqq ore brain of we f
shall hove a properly tolled p rigid ceiling. 83, 7oor shown For perroMnt IApplyl laslrolnt of orbs BC DL 10.0psT DRWG
shall me d polnq installed per BCSI sections B3, B7 B10, es epplloobld. Apel plet•e to swab fees (�
of trwo and png. ton as shown above and on the Joint Details, unless noted otheruT u. O.0 C�s r JS
RsfIT to psa(l)ms 1808-2 for Inc.d plots be ns. BC LL I-
(TV Bui to build theta Group In •roll not be 1/TPI le1, for any devhandling, from thng,s drouiry
3620 BoDA Lary-Titmn0I..I1 ida-32783 any aci lure to build truss in eenferroros with WSI/TPI 1, or for he.dl,ng, shlppi ng, Inetollo�lon TOT.LO. 37 .0psf 0/R LEN. 10
L bracing of trusses.
Ph: (321)-383-0366 R seal on this drawing or(lover pegs listing this drawing, Indicates seoptenos or professional
engineering responsibility solely for the design shorn. The suitability and use of this drawing DU R.FRC. 1 . 25 JOB #: 21874
Fax:(321)-3e3-0362 for any etrueture is the responsibility of the Building Designer per RNBI/TPI 1 Sso.2.
For nore InForrotion see this Mob a general rotes pogo and these orb sites: SPACING 24.0" TYPE GABL
ITVBCG: ww.itwbog.00ni TPI: .www.tpinet.orgi VIER: ww.sbclndustry.con: ICC: ow.Icceofs.org
Job: (21874) /BREVARD HOMES /OAK LANE - TOUCAN / GE1E THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 138 (Effective 6/1/2013) All plates ore 2X4 except os noted.
e
Top chord 2x4 SP #2 150 mph wind 15.00 Ft mean hot ASCE 7-10, PART.�NC. bldg Located anywhere in
Bot chord 2x4 SP #2 roof, RISK CAT II, EXP C, wind. TC DL-4.2 psf, wind BC DL-5.O psf.
Webs 2x4 SP #3 GCpI (4/-)-0.55
Lumber volue set "130" uses desl9n values approved 1/30/2013 by RLSC Wind loods and reactions based on MWFRS with additional C&C member design.
See DWGS R1B015ENC101014 & GBLLETIN1014 For 9oble wind bracing requirements. Truss designed to support 1-0-0 top chord out lookers and 3.00 PSF cladding loud
one Foes, and 24.0" span on opposite face. Top chord must not be cut or
Bottom chord checked for 10.00 psf non-concurrent live loud. notched.
Deflection meets L/360 live and L/240 total load. Creep increase Factor For dead
loud Is 1.50.
1. 4:6" I 4'6" I
,=4X4
T T
41111176 �
pp 411
i t
iv i h in in
0 0
in in
m2X4(R a;2X4(R1)
T
I — • 0113.
I- 9' I
i____,. I 9. 1 1. --I
R-437# U-458# RL-128/-128# W-1'4" R-437# U-458# W-1'4-
(Rigid Surfoce) (Rigid Surface)
LEFT RAKE — 1 ' 1"7 RIGHT RAKE = 1 ' 1"7
LEFT JIG = 5'2"6 RIGHT JIG = 5'2"6
DESC. = GElE SE0 = 17498
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-207(0X)/0(0) 01Y= 1 TOTAL= 1 REV. 15.01 .0 1 C.06 1 EOPL E =0.7500
••WARNING(•• READ AND FOLLOW ALL NOTES ON THIS DRAWING, TC LL 20.Opsf REF
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme core In fobriootl handlinS shipping, Inetolling and brooi Refer to end
�/�►� Follow the latest edition or SCSI (Building CCo:ponent SoFetyy Infornstian, by 7PI and oocn'ror Safety TC DL 7 .Opsf' DATE 07-02-2015
III 4G pr otic.. prior to perrorming these funeti:T Lstallers,hell provide isnporory broolnnqq per IT4
Unless rated other,.,se, top chord hail hove proper) ottoohsd trustvrai eheothing end bStto..chord r
RUSS 00D shall have o properly attached rigid ceiling. Locations eha.xn for permanent loterol restraint of elate BC DL 1 0. O P s r DR W G
shall have brae, installed per SCSI sections B3, 87 or 810, Fie oppllooble. ?Apply plates to each Coos j+
r tr..,.. nd poeni9i a show+ bov. and on the Joint Details, unless noted otherwlee. 0 O r�s i JS
Refer to drow,ng. IBOA-2 re.-etonderd plots positions. BC LL r
1fa Bvlld ing Component.Gro.p Ino. .hell of be Ib le For ony handling,
deviation from this drawing,
3820BOemla.-rm ua.Plo.;da-32�s3 `xd ro�nloqrerttrusses the tow.. in conformance with Re./TP] I. or for heneling, Sipping. installation TOT.LD. 37 .0psf- 0/R LEN. 9
Ph' (321-383-0368 N seal on this drawing s.°over pegs listing this drawing, Indloetee aoosptenes of professional
.nglneering reeperslbillty solely for the design shown. The ewiteblI�l�t,yl�and wise or this drawing OUR.FAC. 1 .25 JOB #: 21874
Fax:(321-383-O382 nor any stwetwre i.the responsibility of the Building D.slgsr per RNSI/TPI I Bee.2.
For more inrormetion e e this b s generel notes page and these web sites:
ITUSCG: w w.itwbog.00.: TPI: ww,.tpin.ow,
rg: WTCn: w..boindw.try.00.i Ic : www.,00.ars.org SPACING 24.0" TYPE G R B L
Job: (21874) /BREVRRD HOMES /ORK LANE - TOUCAN / H11 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 138 (Effective 6/1/2013) 150 mph wind, 15.00 ft mean hat, ASCE 7-10, CLOSED bldg, not locoted within 6.50
,e ft from roof edge, RISK CRT II, EXP C, wind TC DL=4-2 psf, wind BC DL=5.0 psf.
Top chord 2x4 SP #2 GCpi (+/-)-0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #3 Wind loads and reoctions based on MWFRS with odditionol C&C member design.
Lumber volue set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non-concurrent live load. (o) #3 or better scob reinforcement. Some size & BOX. 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 lood. Creep increase factor for dead
food is 1.50. MWFRS loads based on trusses locoted at leost 7.50 Ft. from roof edge.
I 11' I 31' I
s R SPX4 =aR =3X9 =1(5 =3X4 :4X4
T8 -i11-
C')
6 2 112X `....
r►!r01111
, lrrr►rllln
=_a) (a�r rlrr (0) 401 o m m
rl r rr l
N = ./rrllrrlrrrrrrl r .Irrrlllrlrirlli 1 CD ID
=3X5(R Av
'''' lit
=3X8
1 16'10" 1 25'2" 1
1 42' I
R-566# U-153* RL-230/-85# W-8" R-1939# U-761# W-4" R-836# U-315# W-4"
(R191d Surface) (Rigid Surface) (Rigid Surface)
LEFT RAKE = 1 ' 1"7
LEFT JIG = 12'5"8 RIGHT JIG = 31 '6"9
DESC. = H11 SEQ = 17340
PLT. TYP.-WAVE DESIGN CRIT-FBC20:0RES/TPI-2007 FT/RT-20Z(OYI/0101 OTY= 1 TOTAL- 1 REV. 15.01 .01C.0818QB➢.E =0. 1875
e*WARNINGIe• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.OpSF REF
I e"IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trvseee r. s s.trome oars In fabricate hondl,n &lipp Inq, In*tolli and brool Refer to and
�/�� fallw lb. lofest edition of SCSI (Building fabricating, .nt s�Fety InfofwatlM, by TPI ane VICR"I'for safety TC DL 7 .OpSF DATE 07-02-2015
T gree}le..prior }e p.rfarming rh... furo}IOM. IM}011er*.hall provide fenporory brooing er ecs3.
R USSWOOD sh ll ootea properly tap edori .dell leeprL808t, ns shoed La. permanent
end brunt NIL BC DL + 0.O p S
v a shell hove a properly ottoohsp rigid calling.seotSne 83, 8 one shorn for perronsnt lateral restraint of woos 1 DR W G
Mall hens bracing Inatnlldd p., SCSI dot, 83, 87 or 810, ue oppl,noble. Apply plots to each foo* __
of trove and position o. shown aboes end n lb.Joint 0.1.11., unl..•noted 0th.,- ... 0 .O S T JS
Refer to drawings IGOR-I for standard plot, oeitlone, BC L L P
ITV Buildto build theta Group Inc. shall not be Ib1e for any andlof,O.from this trouing
3820 Bobbilaie-TihnN3e.Florida-32783 ny failure to build the truss In oonfornono.with ANSI/TPI 1 1, or for handling, shipping, I,rtollo{Ion
L "uroaing of true.... TOT.LD. 37 .OpsF 0/R LEN. 42
Ph: (321)-383-0366 A.eel an this drawlnR on cover peg* listing this drawing, indiaate*eee.ptance of professional
engineering responsibility solely for the design shown. The suitability end we of thle drawing DUR.FRC. 1 .25 J OB #: 21874 1 8 7 4
Fax:(32I)-383--362 for any struoturs Is the responsibility of the Building Designs.'per Rt18I/TPI 1 B*e.2.
For wore Informotlon see thisb general notes pegs and these web sites:
ITVBCG: www.itwbog.00m: TP1: ww.tpinsorg:PICA: www.sba nndwtry.oam: IC : www.Ioasaf..arg SPACING 24.0- TYPE H I P M
Job: (21874) /BREVRRD HOMES /OAK LANE - TOUCAN / HI1R THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYOUT
Value Set: 13B (Effective 6/1/2013) 150 mph wind, 15.00 ft mean hat, ASCE 7-10, CLOSED bldg, not located within 9.00
v ft from roof edge, RISK CAT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psi".
Top chord 2x4 SP #2 GCpi (+/-)-0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #3 Wind loads and reoctions based on MWFRS with odditionol C&C member design.
Lumber volue set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked For 10.00 psf non-concurrent live load.
MWFRS loods based on trusses located of leost 7.50 Ft. From roof edge. Deflection meets L/360 live and L/240 total lood. Creep increase foctor for dead
loud is 1.50.
I 11' I- 16' I- 11' I
s = X8 1-
r
6 12 03X1 13X4
N In
0
io io
in • •
I
•3X6(R1,_ _ w,a•,.HIIH _ . to a ., : _ l
I- 38' I
I- I 38' 11 -I
R-1497# U-56411 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
DESC. = —WAR5 8 RIGHT
SEQG—_ 174088
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-207(021/ 0(0) QTY= 1 TOTAL": 1 REV. 15.01 .01C.081 S0FLE —0.1875
••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.Ops REF
••IMPORTANT.• FURNISH THIS DRAWING TO RLL CONTRACTORS INCLUDING THE INSTALLERS.
Trues..require extreme core In fobrlootl handl) y 9hI ppiny, instolllrp and brool R.fer to and '
�/�� railo.,the Iat..t edition of BCSI (Building C$..pan.nt s:,-.ty Informatlon, by TPI on oTCRR for safety TC DL 7.Opsf DATE 07-02-2015
�. Proetlo..prior ro p.rfarming Oh. funarlo v. Inefollers.hull pro.0Id. temporary endo)y p r Bcsl-
RUSSWOOD lees notaa otherwise, top oherd shall 11.09 proper(N attoohed etruorurol .teeth and bottom hard BC DL p f" DRWG
eholl hove o properly otto0hsd rigid o•IIInq Loeet oro sewn For permanent lateral restraint col'webs 1 0,O s r
.hell ..a d polnnqq In9a..loo per SCSI t,&.9 83, 87 or 810, 09 applicable. Rppl4y plate. to each foo'
f trwee:Cd Po917ion 1e.town oboe end 1.the Jalnt O.tel le, .nice.noted applicable..
Tes. 0-Ops J$
R.Fer fo d'eW 1608-Z for■t0ndorplot.no.Itlone. BC L L
ITV Budding yard Oh.a Group Inc.. .1011 not be responPlbl•for ony deviation Cron this drawlr�q
36208abbilwn-Tihnv,Te.Flrside-32783 inv failuingre to the truss in conformance with RNST/TPI 1, or far handling, .hipping, installation TOT.LD. 37 .Opsf 0/R LEN. 38
Ph: 021)-383_0086 R.eel on this drawing or.over pogo listing this drawing, indicates sooeptanoe of professional -
engineering rssponslbi l lty solely Per the design shown. The eultobl I Ity and .of this drawing OUR.FRC. 1 .25 JOB 11: 21 874
Fax:(321)-383-0362 for ayl structure Is the responelbl Iity of the Building Designer per ANSI/TPI 1 ges.2.
For more information.. this ,lobe gen rol notes page end these b site.: SPACING 24.0- SPEC
ITVBCG: ww.ltwbcg.00m: TPI: ww.tpinst.org: TCR: ww.9bal try.com: ICC: ww.ioossfe.org TYPE
Job: (21874) /BREVARD HOMES /OAK LANE - TOUCAN / H13 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Sets: 13B (Effective 6/1/2013) 150 mph wind, 15.00 Ft mean hgt, RSCS 7-10 CLOSED bide, not located within
13.00 Ft From roof edge, RISK CRT II, EXP 1 , wind TC DE-4.2 psF, wind BC OL-5.0
Top chord 2x4 SP #2 psf. GCpi (4/-)-0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design.
Lumber value set "13B" uses design volues approved 1/30/2013 by RLSC Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psF non-concurrent live lood. (o) #3 or better scab reinforcement. Some size & 80X length of web member.
Attach with 10d Box or Gun (0.128"x3",min.)nails 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 of least 7.50 Ft. From roof edge.
i- 13' 1- 29'
0,.... R IDX' SYR -3X' 7(5 ':1„////////r/'//r/7;
. `1-
dil
12 lullillIIIliil6 /SX; [o) llllli (o) lliillin In11.1°......11.1°111 \
m lillliliilii( llllllllllillr in
i.
Illilllli li11°0i
.3X5(A
>i4X8
f- 16'10" 1- 25'2" i
I_ 42' -{
R-562# U-142# RL-268/-96# W-8" R-1935# U-767# W-4- R-841# U-317# W-4"
(Rigid Surface) (Rigid Surface) (Rigid Surface)
LEFT RAKE = 1 ' 1"7
LEFT JIG = 14'8"5 RIGHT JIG = 29'9"9
DESC. = H13 SED = 17344
PLT. TYP.-WAVE DESIGN CRIT-FBC20IDRES/TPI-2007 FT/RT-20X(OX)/ oto) OTY= 1 TOTAL= 1 REV. 15.01 .01C.061 SD I➢-E =0. 1875
**WARNINGI*• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 2O.OPSF REF
•,IMPORTANT.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Teu...e .quire utron. in fobrloot ing, hondling .hrpp ing, installs end brooinq Rorer to end
�tl�� follow the iotest edition of BCSI (Building Component Safety InFrnotlr, by"gVPend RICR7'fr rely TC DL 7 .OpSF DATE 07-02-2015
pprrootiaee prior to p.r'frnir.g thee.fwatlone. In.tollr..hoii provide tenporery breoing pr SCSI. I—
lk.leu rated o/Mrwiss, t ohrd.boll hove o eriu4 of toohed.truetwroi tivothi and basion Otard
R USS OOD .nell he...o properly ttoohed rigid e.iling.�L000tion. Noun for pernon.nt loter'el r.etroint or BC DL ID.O p s F DR W G
.hell hove broolno installed per SCSI tion.B3, B7 BID, cm pplroeble, Rppi plot.. to.aoh fee.
of trot.and position o. oe.above on theoJoint Details, unite.notal othr..T. BC LL O.OPSF J$
R.fr to drawl . IBOR-2 shown
aonIortl lot. .itione.
I7v Bw,iding orpo..enta Gro..p Ira. poll t with
ne,ble for any d.v lot ran from this tlrowing
3820BobbiLsr-TitusATI.,F7raide-32783 ny for lye.to build the true. n oonforwnoe with WAT/TPI I, r fr nondlirg, .hrpping, i...tolloilm TOT,LD. 37 OPSF 42
I brae. of treses.. 0/R LEN.
Ph: (321)-383-0366 R see on thle drawing or cover pegs listing this drawing, Indlootee eeoeptenee of profeeslonel
engineering responsibility solely for the design shown. The suitabilityend use of this drawing
Fax:(3�21)-383-0362 for any.truotere is the responsibility of the Building Designer per ANSI/TPI 1 Bee.2. D UR.FRC. 1 .25 JOB i�: 21874
For nor. rnfor,ation see this fob a general rotes pogo end thee.web site.: SPACING R C I NG 2 4.0" H I P M
ITv8CG: wwwrww
.itebog.00n: TPI: w .tprnst, g: VITA: w.sboind�.try.00n: ICC: w .ioosofe.org TYPE
Job: (21874) /BREVRRD HOMES /OAK LANE - TOUCAN / H13R THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Seth 136 (Effective 6/1/2013) 150 mph wind, 15.00 Ft meon hot, ASCE 7-10, CLOSED bldg, not located within 9.00
e Ft from roof edge, RISK CRT II, EXP C, wind TC D14.2 psf, wind BC DL-5.0 psf.
Top chord 2x4 SP #2 GCpI (+/-) 0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #3 Wind loods and reactions bused on MWFRS with odditionol C&C member design.
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked For 10.00 psf non-concurrent live load.
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 increose factor For dead
lood is 1.50.
Left bottom chord exposed to wind.
13' r 12' I- 13' t
c _ X8
1- 12 ,.....--,.=============mnummmmmemmmmmmelien,,,
I f
P6 CSX: ,5X8
toN
O i i
'':'''':
V.) V)
=3X6(111111111111111111111111
Q3X61A1
25"11 ' 35'6'5
{ 38' i 1 -1
R-1298# U-479# RL-270/-270# W-8" R-1484# U-556# W-8"
(Rigid Surface) (Rigid Surface)
R-222# U-70# W-11"5
(Rigid Surface)
LEFT RAKE = 1 ' 1"7 RIGHT RAKE = 1 ' 1"7
LEFT JIG = 14'8"5 RIGHT JIG - 14'8"5
DESC. = H13R SEO = 17405
PLT. TYP.-WAVE DESIGN CRIT-FBC201ORES/TPI.2007 FT/RT-20x(OZ)/ O(0) OTY— 1 TOTAL- 1 REV. 15.01 .01 C.061 EfBULE —0. 1875
+.WARNINGI*• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.0(OSf REF
e"IMPORTANTee FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trus... require sot,...oars In fobrioatin�nqR handlino shipping, installs end b.aainq Refer to end
�,I,� Folio.the latest edition of SCSI (Building Ca.ponent SSOf.ty Inforation, by TPI and VTCB) for safety 7 O s f ,
p ootla.. for ro form) rM..rw,notlone. 1neroll.r.shall ovlW » or brool .r BtSI. TC DL DATE 07-02-2015
Pr PK Pr mP� y ba P P
Ihwle.s rated otherwl.e, top hard shall loon proper) nttnohed truaturul aMothing and button chord
RUSSOOD11117 "e' .hall have a properly attached rigid ceiling. Laoat,one hown Por permanent I tonal Int b. B C DL 1 0.O P s f DR W G
shall have bracing Inetollad per BCS! !motion.83, 87 810, as opplioobl.. Apply plates to each fooe
of truss and position os shown above and on the Joint Details, unless noted otherwise. 0.OPS i JS - --
Refer to drra..ing. ISOP-2 for standard pplat.position.. BC LL
ITW Building Components Group Imo. hall not b. ble for any d.vlotlo.,from this drawing --- -
3620Bobtal -Tivs.Flaidw
a-32783 any failure to build the true. In oonforno.with RNS/TPI 1. or for handling, shipping, inetallot
.aieMilllon TOT.LD. 37 OPsf
L bracing of trusses. 0/R LEN. 38
ph: (321}3g3-p36 R.sol on this drawing or cover pug. hating this drawing. Indicates soosoteros of professional
engineering responsibility solely for the design shown. The suitability and use of this drawing 1 . 25 JOB #: 21874
Fax:(32I)-383-0362 for any struetune is the responsibility of the Building Designer per RtdI/TPI 1 B.o.2. DU R.FRC.
Far mor. informati..... thus job s ganeral notes o and these web sites: SPEC
ITWBCG: ......,,,,b09...-: TPI: www.tpinst.orgi WTCA: ww.ebo n try.00ni ICC: www.loosofs.org SPACING 2 4.0" T Y P E
Job: (21874) /BREVRRD HOMES /OAK LANE - TOUCAN / HIS THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Volue Set: 13B (EfFective 6/1/2013) 150 mph wind, 15.00 ft mean hgt ASCE 7-10 CLOSED bida, not located within
13.00 Ft From rooF edge, RISK CRT II, EXP C, wind TC DC-4.2 psF, wind BC DL-5.0
Top chord 2x4 SP #2 :T6 2x4 SP #1: psF. GCpi (4/-)-0.16
Bot chord 2x4 SP #1 :B1 2x4 SP #2:
Webs 2x4 SP #3 Wind loods and reactions bosed on MWFRS with additional C&C member design.
Lumber value set "13B" uses design volues opproved 1/30/2013 by RLSC Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psF non-concurrent live load. (a) #3 or better scab reinforcement. Some size & 80X 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
load is 1.50. MWFRS loods bosed on trusses located of least 15.00 Ft. From roof edge.
F. 15' -}- 8' 12'1'8 1- 16'10"8 I
: "R B
T
l \s5x12 =SXR T6 `_
I
6 12 11111111111111IIIIIIIToSX (o) 111N. InIn11111111i_
111 - � �
'__ Q
81 112K46 =3)(8 =5X56 =4X1U 41/11 i_
I- 42' I
Eel 1 42' I
R-1648# U-332# RL-215/-13311 W-8- R-1589# U-4BS# W-4"
(Rigid Surface) (Rigid Surface)
LEFT RAKE = 1 ' 1"7
LEFT JIG = 16' 11"2 RIGHT JIG - 18'2"4
DESC. = H15 SEO - 17348
PLT. TYP.-WAVE DESIGN CRIT-F8C2010RES/TPI-2007 FT/RT-20X(0%)/O(0) OTY= I TOTAL= 1 REV. 15.01 .01 C.061 EDFLE -0. 1875
**WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
eeIMPORTANTee FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.O p S f R E F
Trues..require extreme oar. In fabricating, handllny shlpp Iny, (nstellinp nd broolnq Refer to and
�/I►� fol low the Iciest edition of BCSI (Bulldlny Co.pw.nt Sofety Information, by 7P1 and VTCB) for safety DATE 07-02-2015
t� Cootlo..prior to p.rforml g Sive. fwn.rlan.. Inar.Il.r..hall provide t..parary broolny Car SCSI. TC DL 7.OPS(P
Ri1SSWOOD lees nota otherulw, top hard elwll hove propsrl oltoohed•truolurol .h.athing a d bot o aha d B C D L 1 O.O p S T
shop hove o properly ottoohed rigid ceiling. Locations shown for permanent loterol restraint of webs I- DRWG
of trues anve d bracing
cis hewn obeys and on 51i..liono 8.3ioinnt D.toi ie, unless opploobl.othprwTs.. tee to.00h face I+
or
fo drawing' 1608-2 for stondord plots positions. BC LL O.Ops JS
ITV Building-Component.Group In.. shall not bit rosponsible for any deviation from this drawing
3820BobbiLas-Titoanse.Florids-32783 any failure to build RN. truss In conformance with 11761/TPI 1, or for handling, ohipping. Irotolio(lon
0l TOT.LD. 37 .OPsf� Q/R LEN. 42
6 6
Ph: (321}383-- Wow of trusses.on thls drawing or,ever page hating this Crewing, Indlostes aeaen.
ptae of professional
ee
enginring raepon.Ibllity wiely for the design shown. The syttebi I Ity and us.of thea drawing DU RFRC. 1 .25 JOB #: 21874
Fax:(321)-383-0362v roMIB
2 far any struetuI. th.rs.pelblllty of the Building Designer per I/T►I 1 Bw .
.2.
For more Information.w this fob a?ammo' note.pogo and these web sites: S P R C I N G 24.0- TYPE SPEC
ITVBCG: uww.ltwbcy.00m: TPI: wv.tpin.t.org: TCR: www..bol try.00m: ICC: ww.Ioo.ofe.ory
Job: (21874) /BREVARD HOMES /OAK LANE - TOUCAN / HISA THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Volue Set: 138 (EFFective 6/1/2013) Negotive reoction(s) of -263# MAX. (See below) From o non-wind load case
I requires uplift connection.
Top chord 2x4 SP #2 150 mph wind, 15.00 Ft mean h t ASCE 7-10 CLOSED bid
Bot chord 2x4 SP #2 , , g, not locoted within 9.00
Pg
Webs 2x4 SP #3 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 volue set "13B" uses 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 loud.
Deflection meets L/360 live and L/240 totol lood. Creep Increase Foctor For dead
MWFRS loads based on trusses locoted of least 15.00 ft. From rooF edge. load is 1.50.
Left bottom chord exposed to wind.
F- 15' + 8' 1 15' {
le4XA 67X4 a 8
--)i
62X4 T T
12 i3X '<3X5
P 6 p \3X4
o 03X11 -. -,
m
io imo
h.
3X5(A 1 ' I .3X5(111
n
13X4
1...---4'5"11 1- g 33'6"5 {
l'•i 1- 1B'S" t i'- g5. 'i i 13'6" 11 '{
1- 38' 1
R-126/-263# Rw148# U203# RL-306/-306# W-8" R-1292# U-219# W-8"
(Rigid SurFoce) (Rigid SurFoce)
R-17838 U-244# W-11"5
(Rigid Surfooe)
LEFT RAKE = 1 ' 1"7 RIGHT RAKE = 1 ' 1"7
LEFT JIG = 16' 11"2 RIGHT JIG = 16' 11 "2
DESC. = H15A SED = 17511
PLT. TYP.-WAVE DESIGN CRIT-F6c2010RES/TPI-2007 FT/RT-20X(01)/ 0100 O T Y= I TOTAL= 1 REV. 15.0 1 .0 1 C.06 1. DPI E =0. 1875
■•WARNING(•• READ AND FOLLOW ALL NOTES ON THIS DRAWING(
• TC LL ZO.O(�Sf REF
•IMPORTRNT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trws•s require waren.ore in Fabricatey� handlinngq hspp inq Instollinq nd proalrp Peru; to end F'�
�/I�_ follow the lot•st edition of SCSI (Building'Co'wponent Sa�'.ty]n1 i,011on, by TPI ontl YTLAY For ably TC DL OPsf DATE 07-02-2015
few prootloee pre or to psrforn ny iMse fi nalIon.. Inatoll.rs 91,011 provide tenporory brooing per SCSI. F�
R USSWOOD two p properly
top hard sd I hen.properly nsshown for
permanent
ra one bat tow chord BC DL 1 O.Ops r
shall hove o properly toil.dep rigid o..otio 83, 877orr Shown for pxnobi.. lAppI lots. to of wbe DR WG
Shall hove Moclnq IMiellho per BCS1 nd o,,emotion.83, 87 810, oe i... oted Apply plet•s to•ooh foo.
F truss nd po9 Itlon ogee shown oboe.and% Ti,.Joint Octads, unless noted oth.rwTs•.
8.fIT to ilding s (SOA-2 for stoneor.plot.no.ltlan.. B C L L •0(D S F JS
ITV Building theta Group In.. .1,011 not be .s n.Ibl•for any dsviot Ion from this drawing,
3820 Babbil�se-Tihev81e,F7dide-32783 roilwre to Wild the truss in ew.l'ormomo.with ras�TPI ,, or for 1,andling, .hipping, intollSIdr TOT.LD. 37 .Opsf' 0/R LEN. 38
L brF ii of
trusses.
Ph: (321)-383-0866 A awl en this drawing or cover pegs listing this drawing, Indloot..0a0eptanoe of professional -- -_
engineering responsibility solely for the design Shown. The suitabilityIandIwee o this a-owllg DUR.FRC. 1 .2 5 JOB #: 2 1 8 7 4
Fax:(321)-383-036�L Fr any structure i. the r.spon.ibll ity of the Building Designr pr P19 - __
For more Information•e thisob s general notes page and thea web sites:
ww
ITY8CG: w.Itwbcg.00m: TPI: w .tpinst org:1TCA: www.sbo nduetry. 00n: ICC: ww.ioosofe.org SPACING 24.0- TYPE HIPS
Job: (21874) /BREVRRD HOMES /OAK LANE - TOUCAN / H17 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 13B (Effective 6/1/2013) 150 mph wind, 15.00 Ft mean hot, ASCE 7-10, CLOSED bldg, not locoted within 9.00
ft from roof edge, RISK CAT II, EXP C, wind TC DL-4.2 psf, wind BC DL=5.0 psf.
Top chord 2x4 SP 02 GCpl (+/-) 0.18
Bot chord 2x4 SP #2
Webs 2x4 SP 03 Wind loads and reactions based on MWFRS with oddltlonol C&C member design.
Lumber value set "13B" uses design values approved 1/30/2013 by RLSC (a) #3 or better scab reinforcement. Some size & BOX length of web member.
Attach with 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 Factor For dead
MWFRS loods based on trusses located at leost 15.00 ft. from roof edge. load is 1.50.
f- 17' 1 4' 1 15'6-
e m XB
T -=immimmmmmod=- T T
iSXy
12 ®3X5
3X4
t7 6 (a) ` N N
O 71 s -r
PT in
07 �2X (a),�1/11/l/!I f,! a) 0)
)�/)1)//``///, M4X 4
--3X6(R `_40 -I-
-- ,. � 1.17
_- —a - - C':
14X6(R)
36'6" {
r1 36'6" 1
R"1440# U-219# RL-307/-306# W-B' R-1380# U-197# W-4-
(Rigid Surfoce) (Rigid Surface)
LEFT RAKE = 1 ' 1-7
LEFT JIG - 19'2" RIGHT JIG — 17' 10"3
DESC. = H17 �S+EO = 17352
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20I(OS)/ 0(D) OTY= 1 TOTAL— 1 REV. 15.01 .01C.061 DIJ.EIRE =0. 1875
•*WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAW/NG! TC LL 2O.OPS� REF
••IMPORTANT.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trweus require .trero in Fobrioeti handling Thi i irotelllnq nd broolnq Refer to and
�♦��� Follow the loteet edition of SCSI (Building"9cmpenent Seket1 Fo�7nation, by 7Pi end OTCW'fx a rstB TC DL 7 .Opsf DATE 07 02 2D15
oaf loss prix to p.,rorming these funot Ions. Installers.1,011 prove do tenporor brool nnqq per SCSI.
RUSSwoUD �IHe ted otherwio, top ohord shall hove properly ottoohed struoturol sheothl7�g and bStton ohord 1 0.0 S
J .1,011 how properly otteoh.d 'lagid ceiling. L000ttons sheen Fx pernonent lateral restraint of webs BC DL Opsr DRWG
shell hew broelnnoq Inetollad px SCSI ...Homo 83, 87 810, es epplioobl.. Appl plate to ooh Foos
of Seer
ono ppoosition os shown above and on the Joint Details, unless noted ethewlyu. O,0(�S f+ JS
o.rr to trou5nge )bop-Z for Group Imrd plots positlorr. B C L L I_ i
ITS Building build
the
Ino, shell not W responsible For any d.vlotion Fro.,this droving,
3820 BobliLer..-Ti1,aviTe,1.7vide-32T83 ony failure to build the trwes in oonfxmomos with ANSI/TD1 I, or for handling, shipping, irotolld(lon TOT.LD. 37 .Ops
e"draaing of t. ..... 0/A LEN. 360600
Ph: (321)-383-0366 A seal on this drawing or',over pegs listing this drawing, indicated acceptance of professional
engineering responsibility selsiy For the design shown. The sultabillty and use of this drawing DUR.FRC. 1 .25 JOB #: 21874
Fax:(321)-383-00m Fee a,y.truer...• is the responsibility of the Building Designer per ANSI/TPI 1 8so.2. ,ForFmore information see this fob s gartered notes pogo and these web site.: SP R C I N G 24.0" TYPESPEC
ITWBCG: wv.itwbag.00m: TPI: ww.tpinst.org:tdTCR: ww.sboindistry.00m: ICC: ww.ioosofe.org
Job: (21874) /BREVARD HOMES /ORK LANE - TOUCAN / H17R THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Volue Set: 13B (Effective 6/1/2013) All plates ore 2X4 except as noted.
Top chord 2x4 SP #2 150 mph wind, 15.00 Ft mean hot, ASCE 7-10, CLOSED bldg, not located within 9.00
Bot chord 2x4 SP #2 Ft From roof edge, RISK CRT IT, EXP C, wind TC OL-4.2 psF, wind BC DL-5.0 psF.
Webs 2x4 SP #3 GCpi (+/-)-0.18
Lumber value set "13B" uses 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. (o) #3 or better scab reinforcement. 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 loads based on trusses located of least 15.00 Ft. from rooF edge.
Left bottom chord exposed to wind.
17' I 4' I 17' -{
a X8
T
/3XI
f3X 15" %3X5
12 f o)
r 6 (7
c a3X4 :
i
♦4X4(- ch Ye...),
m m
..5.
+3X5(R a -- ---.�!■�: ..3X5811:
13X4
h.-------6'5"11 1- 31'6'5
1I
1 -II1 I 1738 11.8224"------5. --4-f• 16
I. 38' I
R-220/-1470 Rw-2289 U-203# RL-342/-342# W-8" R-1206# U-207# W-8"
(Rigid Surface) (Rigid Surface)
R-17319 U-222# W-11"5
(Rigid Surfooe)
LEFT RAKE = 1' 1"7 RIGHT RAKE = 1 ' 1"7
LEFT JIG = 19'2" RIGHT JIG - 19'2"
DESC. = H17R SEQ = 17515
PLT. TYP.-WAVE DESIGN CRIT-FBC20IDRES/TPI'2007 fl/RT-20X10F)/DUD OTY= 1 TOTAL- 1 REV. 15.01 .01C.081.6011IRE =0. 1875
a.WARNINGIBB READ AND .0
U. FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20 Sr REF
e•IMPORTANTFURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Op
sr
require extra,+oar. in Fobr,00ti handling ahlpp Ing, Instalil.qand brool R.Fsr to and
�♦��� follow the latest edition of BCSI Ieu,lding c&p«»nt sab.t9 Inforrotl n, by TPi ane 01CR^4i'Far safety TC DL 7 .Opsf DATE 07-02-2015
t•>G •otic+13'1 or to performing iMu fvrotl ons. Inaollers shall provide temporary broolrg par SCSI.
RUSSWOOD leas noted p.'prs'ly, top.hard shall hove properly ottooh.d st Ptrrol sheathing and bottom ohord g C DL 1 •O P S
shall how o I ottaohsd Iggld wellnnRR L000tToro shorn For erman•nt lateral restrolnt of wane DRWG
shall how droolr�T In asl shown
one nd on h 83,Joint De 810, es ppl,noble. Apely plates to.00h Foos
F twee and pw,tlen a how+oboe.and on the Joint Date,la, volae.noted oth.rrTN' 0.0psr JS
Refer to Building Component.
ponenGOA-Z Far Group
Inc,d plot.not
osltlan . B C L L 0.0psr
ITV Bullding Components Groap Ishall be pp ,bi.For ony andlotlon from ng,o&rowing
3820 Bobbi leis-Titvsvme.F7vida-32983 F.b failure to build the trove In oonForronoe with W51/T'PI 1, or For handling, shipping, lrrtollo(lon TOT.LD. 37 .OPsf 0/R LEN. 38
F.6 0lnq of trusses.
Ph: (321x383-0066 N•• on this drawing r 0005'pegs hating this sho n. The, Indict.e soepteno.of prof...ionol
engineering'..ponelbthe r wkly for g o design.hewn. The Designer
pellit end we of thl.droving DUR.FRC. 1 .25 JDB # 21874
Fax:(32I)-383-0062 for any st'oetu'. I■ the r•spen.iblllty of the Building 0•.18nsr pe'P& I/TPI I S.o.2.
For mars information ee. this,lob s general not..wwwp and these r.b sites: NG 24.0- TYPE HIPS
ITVBCG: www. TPI: .tpinst.org: wr.
VTCB: ,.ebelwtry.aom: ICC: awSPACI
.laosaf..arg
Job: (21874) /BREVARD HOMES /OAK LANE - TOUCAN / H18A THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 13B (Effective 6/1/2013) 150 mph wind, 15.00 Ft mean hot, ASCE 7-10, CLOSED bldg, not Iocoted within 9.00
e ' ft From roof edge, RISK CRT II, EXP C, wind TC OL-4.2 psF, wind BC DL-5.0 psf.
Top chord 2x4 SP #2 GCpi (+/-)-0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design.
Lumber value set "136" uses design values approved 1/30/2013 by RLSC Bottom chord checked For 10.00 psi' non-concurrent live load.
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 dead
lood is 1.50.
Left bottom chord exposed to wind.
I 17.10"B 12'3" I 17'10'8
6 ma X8
T = = T —
°3)(' :1112X4
43X5
/3X .
12
t\ 6 17
m 43X4
�3X m m
in m m
l'illemousimumm
.3X5(Rlliz hn. I's' =3X5(A1:
/3X4
1.--------7'5"11 I- 30'6'5 1
H I 18'2' X0-1-5. -- 4- 13'6" -I1 -I
1 38' -I
R-283/-98# Rw-296# U-226# RL-357/-357# W-B" R-1169# U-202# W-8"
(Rigid Surfoce) (Rigid Surfoce)
R-1689# U-209# W-11"5
(Rigid Surfoce)
LEFT RAKE = 1 ' 1"7 RIGHT RAKE = 1 ' 1"7
LEFT JIG = 20' 1"11 RIGHT JIG = 20' 1"11
DESC. = H18A SED = 17519
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-2071OS)/0(0) O T Y= 1 TOTAL- 1 REV. 15.01 .O 1 C.06 1 ED> E -0. 1875
•IWARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 2O.OpSF REF
.•IMPORTANT•• FURNISH THIS DRAWING TO RLL CONTRACTORS INCLUDING THE INSTALLERS.
Treses require e.tren Dors In fabriootinnqq handling, ehl Dping, Inetolll end breoinq Refer to end
�/��� follow the latest edition of SCSI (Building Component aety Inrerno:Ion, by�PI end VICR7'For soiety TC DL 7 .OpSF DATE 07-02-2015
yr. prooticee prior to perFormtng these Cubeb... ;:toiler•she11 prow lde tenporory proal ng er BCS1.
R USSWOOD shless rated primly, top.hard sdell ham prLooet ott000wn for a el nt later
and bot Tow oford BC DL 1 0.Ops F
(�A7A7 shall hove o I tded rigid BCS os t:t 83, 877oor 810,0wn for noble. l Apply tot of woo DRwG
.hell hove d position
installed per SCSI o on 83, os oppllooted Rpply plots. to seoh fool
f truss and pwltlon os shown above end on the Joint 0.tel le, unless noted of h.ruTee. O,O sF JS
Refer to drawing. 160R-Z for G stendord plots position. BC LL _ [')
ITS Building build
tants Group Inc. shell not be responsible for any devistionIon Frew this nstollo f
3620 BabbiLmle-Tihnvl�e,Fbrida-32'!63 resolve.ngftfrw�ls.,h. ,cuss In oonrermonos with l Sl/•TPI 1, or for handling, .hipping, inetalle(lon TOT.LD. 37 .OpSF 0/R LEN. 38
Ph: (321)-363-0366 A•eel on this drorl or Dover pegs heti ng this drawing, Indleetee eeeeptense of profess l abet
Fax:(s21)-3a3-a362
engineering urs Is the rety sppoons solelyfor ty of tthheBBBuilding Dee gnse.tp I I1I Ii PI 1 Ssee.wee of zhl.drawing DUR.FRC. 1 .25 JOB #: 21874
For more Information see this ,Job aenol notes page and the web sites:
ITVBCG: wu.ltubcg.cow: TPI: wu.tpint.org: VTCB: wu.sboindvatry.eom: ICC: uw.iooeof..org SPACING 24.0- TYPE HIPS
Job: (21874) /BREVARD HOMES /OAK LANE - TOUCAN / H3C THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Volue Seth 136 (EFFective 6/1/2013) 150 mph wind 15.00 Ft mean hot ASCE 7-10, CLOSED bldg Located anywhere in
• roof', RISK CRT II, EXP C, wind TC DL-4.2 psf, wind BC OL-5.0 psf.
Top chord 2x4 SP #2 GCpi (+/-)-0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #3 Wind loods and reoctions based on MWFRS.
Lumber value set "13B" uses design values approved 1/30/2013 b9 RLSC #1 hip supports 3-0-0 Jocks with no webs.
Deflection meets L/360 live and L/240 total load. Creep increase factor For dead
loud is 1.50.
I• 3' 1 6' I 3' I
.4X8 W4X8
TP. 12 I I
111 1.11
"3X4(A =3X4(R1) m m
— II;i IIPX[
3X4 82X4
I- 12' 1
1-.--1' I 12' II I 1' —I
I 3 1 6 std- 3'
518
R-563# U-1B9# W-B- R-544# U-201# W-8-
(R191d Surface) (R191d Surf...)
LEFT RAKE = 1' 1"7 RIGHT RAKE = 1 ' 1"7
LEFT JIG = 3'6"4 RIGHT JIG — 3'6"4
DESC. = H3C SE0 = 17495
PLT. TYP.-WAVE DESIGN CRIT-F8C201DRES/TPI-2007 FT/RT-202(051/0(01 OTY= 1 TOTAL- 1 REV. 15.01 .01C.0615ERLE —0.5000
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.OPSF REF
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
7rv.... .-e etre,.oar. In fobrlootlrq handl) hI pping, Inetolllnq nd broel Refer to and
/�� fall..,the i;t�..t edition of SCSI (Budding Cei.ponent SS0Fety Infarnotion, by TP] end VTCRY far eaf.ty TC DL 7 .0PSF DATE 07-02-2015
proatlas.prior to performing the..f.Nwtlorr. Install.,'.ahoil provide teaporory bracing p.r SCSI.
Unless noted oth.rulee, t chord shall hove o IVy attached.truoturol sh.athlng and batten chord
R USS OOD .holt hove o properly.attached rigid ceiling.prL00000tTons shown For permanent lateral remtroint of wine B C DL O O P S F 0 RUG
shall how.breoi tolled per SCSI emotion.83. 87 B10, as applicable. Applyplat.e to each Pees
of true.end position os shown above and on the Joint Detail., unless noted other.s.. O.OPSF JS
Refer to drawings 160A-Z for standard plot.positions. BC LL
ITV Building Components Group Inc. shall not be responslbls for any deviation From this drawlrq
382020bbi Ll'O
ane-Tihsve.Fluids-32783 o follure to build the true. In aonformono.with ANSI/TPI 1, or ror handling, shipping, in.taila ion TOT.LD. 37 OPsF 0/R LEN. 12
6 Drooing of truing..
Ph: (321)-383--0366 A seal on this drawing or.ever pegs listing this drawing, indlootss 000.pteno.of prefssslawl
anglneoring raspenslbillty solely for the design shown. The swltabliltyy end use of this drooing OUR.FRC. 1 . 25 JOB #: 21874
Fax:(321)-383-0062 for any stmwturs Is the rsspenibil ity or the Building Designer per ANSI/TPI 1 Seo.2.
For more Infornotion gee this Job s general notes pogo and these wb sites: SPACING 2 4.0" TYPE H I P S
ITVBCG: .cu.i tubog.00n: TPI: ww.tpin.t.org: TCR: ww.sbolndniry.00n: ICC: ww.locwfe.org
Job: (21874) /BREVARD HOMES /OAK LANE - TOUCAN / H5C THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Se.: 13B (Effective 6/1/2013) 150 mph wind, 15.00 ft mean 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 DL-5.0 psf.
Top chord 2x4 SP #2 GCpi (t/-)-0.18
Bot chord 2x4 SP #3
Webs 2x4 SP #3 Wind loods and reactions based on MWFRS with odditionol C&C member design.
Lumber value set "13B" uses design values opproved 1/30/2013 by RLSC 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 deod
load is 1.50.
1 4'8" 1 2' 1 5. -1
.4X8 84X8
-""Ife,,,, I f
1- 12
6 p
cn m m
p 0 0
N N N
m3X4(B
1.
T
-3x4(A1)
M2X4 M2X4
11'8"
I 11'8" -1
R-440# U-159# RL-79/-82# W-4" R-443# U-160# W-8"
(Rigid Surface) (Rigid Surface)
LEFT JIG = 5'5"10 RIGHT JIG - 5'9"1
DESC. — H5C SEO = 17428
PLT. TYP.-WAVE DESIGN CRIT-FBC201CRES/TPI-2007 FT/RT-20210%)/0(0) OTY— 1 TOTAL— 1 REV. 15.01 .01C.061 BDFLE =0.5000
..WARNINGI•s READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.�PSf REF
..IMPORTANT.s FURNISH THIS DRRWINO TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusee• equire extreme care in fabrloeting hondll shipping, install% ond brool�ng Refer to and
�♦I�� follow the latest edition or SCSI (Building Component SWbeiy Infofinatlon,by TPI and WTCR)'for sorely TC DL 7 . S f' DATE 07-02-2015
lei pr ooticee prior to performing twee rinotlone. Installers Shall provide temporory bracing per SCSI. Op
sr
ted properly , top chard roll hoe properly Loo.tt attshown for
let..' bot pt ohord BC DL 10.OPs� DRWG
.roll hove 1 ttoohed rigid ceiling. L000t cru shown fa t leter3l Int of wee
shall Neve breoinnqq installed per SCSI otiose 83, 87 x 810, e•oppiieeble. Rppl plates to eoah rooti
of trues and position os showne.J
wabove and on thoint Detolls, unities noted otherwise. f�
efer to drawings 1608-Z for etondord plot.positions. BC LL 0.O p S! JS
ITV Building Components Group Ino. shell not be • ible for any deviation from this drowing
3820Bobb,L%tine-TitidivEle.Florida-32783 6 any rofoilai,r• to build the truss in conformancewith RNS/TPI I. or for handling, .hipping, inetella(ian
rusties. TOT.LD. 37 Opsf 0/R LEN. 110800
bol of t
Ph: (321)-383-0366 R w� on this droving or power page listing this droving, Indloots aaaeptanee of professional
engineering responsibility solely for the design shown. The suitability and use of this drawing OUR.FRC. 1 .25 JOB #: 21874
Fax:(321)-383-0362 for .ny etruotwv is the responsibility of the Wilding Deelgn.r per MJBI/TPI 1 Sw.2.
For more information see this fob a general notes page and these web sites: SPACING 2 4.D TYPE H I P S
ITWBwR ww
CG: w.ltwbog.00n: TPI: TCR: w.sboindw
stry.cow: ICC: w .loosofe.org
Job: (21874) /BREVRRD HOMES /OAK LANE - TOUCAN / H7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Se 138 (Effective 6/1/2013) 150 mph wind 15.00 Ft meon hat, ASCE 7-10, CLOSED bido, Located anywhere in
• roof, RISK CIT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf.
Top chord 2x6 SP #2 :T1 2x4 SP #2: GCpl (+/-)=0.18
Bot chord 2x6 SP #2
Webs 2x4 SP #3 :W12 2x4 SP #2: Wind loads and reactions bosed on MWFRS.
Lumber value set "138" uses design values opproved 1/30/2013 by RLSC Right end vertical not exposed to wind pressure.
(b) (2) #3 or better scab reinforcing members. Same size & 80X length of' web (o) #3 or better scab reinforcement. Same size & 80X length of web member.
member. Attoch one to each face w/10a Box or Gun (0.128"x3",min.) noels 0 6" Rttoch with 10d Box or Gun (0.128"x3",min.)nolls 0 6" OC.
OC.
#1 hip supports 7-0-0 Jocks with no webs.
Deflection meets L/360 live and L/240 total load. Creep increase Foctor For dead
load Is 1.50.
I 7' I- 35' I
T •6X-(R) a4XS KM4 0 •3X10 a3XS a�XS .3X4 =6X6 T
T 6 E ��' ,,.___ 9 , 1 T T
m ���(0) (b) (0) F/T//// W1 r U) N
_l_
4X5(R = ~ '=- == I i
mis T1
.8X10 82X10
1- 16'10" I-g 25'2" I
11 I 16'8-4 31 1 25'0-4 -I
I 42' -I
I.._________7. 1- 35' I
1825
R-808# U-309# W-8" R-4156# U-1516# W-4" R-1779# U-642# W-4"
LEFT RAKE( 9'11's1"sPOe) (Rigid Surfoce) (Rigid Surtoce)
LEFT JIG = 7' 11"14 RIGHT JIG = 35'2"8
DESC. = H7 SEO = 17332
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20S(OX)/0(0) OTY- 1 TOTAL- 1 REV. 15.01 .01 C.0615E -0. 1875
••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20•°psf REF
•,IMPORTANT•• FURNISH THIB DRAWING TO ALL CONTRRCTOR9B INCLUDING THE INSTALLERS.
Trusses require eztreme ours in fobriootl handle shipping, installing end breoinq Refer to end
�,I�� follow tM latest edition of SCSI (Building Conponent safety lnfoPnotion, by TPI and YTCRI for safety TC DL 7. S f DAT E 07-02-2015
y` oleos,prior to p.rfereing the fvrotio... Installer• spall proved. tenparery bre.Ing er SCSI. Op
sr
ted otherwise, top ohord heli hove propsrl ottoohed truotvrol sheathe nd bettor!herd
RUSS ODD shell hove o properly ottoehed rigid Ilnrpc Locations she.sl For pernonent lotsrol!restraint of webs BC DL 10.O p s f DRWG
:Ii'.*::.
Lill hove brooing ITrtolled psr SCSI ssot,bns 83, 87 or 810, os*ppllo*bie. Rppiy plates to—oh Foe. (�
of Crus. nd poo,■.on a hewn•neve end to the hent Retells, ,w.l see noted other..T N. 0. Ops JS
8.rIT to and
)Goa-z rer standard plate pot e1.... BC L L r
ITV 8u1 Idirg Coeporvnts Group Ina. shall not be oeporolb1, for ony deviationion fro., this nstaing
3620 BODH tare-TitusniDe.Florida-32783 `,.b failure to
build the sir,,.. In aanformwno.with ANSI/TPI I, or Far handling, shipping, Installation TOT.LD. 37 .0(�sf 0/R LEN. 42
Ph: (321)-383-0366 N owl on this drawing or*over pegs hating this drawing, indleetes aeoeptenoe of professional - -
engineering responsibility eaisly for the design shown. The suitability end use of thus drawing OUR.FRC. 1 . 25 JOB #: 21874
Fax for any strusture is the responsibility of the Building Designer per RN81/TPI 18eo.2.
For more Information•e this Job e general notes pogo and those b site.:
!USCG: ,w...itwbag.00..: TPI: ww.tpin.t.org:LTCB: www..boindwtry.oae: ICC: wiw.loo.or..org SPACING 24.0- TYPE H I P M
Job: (21874) /BREVARD HOMES /OAK LANE - TOUCAN / H7R THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 13B (Effective 6/1/2013) Negative reoction(s) of -198# MAX. (See below) From o non-wind lood cose
f ' requires upliFt connection.
Top chord 2x4 SP #2 :T2, T3 2x6 SP #2:
Bot chord 2x6 SP #2 150 mph wind 15.00 Ft moon hgt ASCE 7-10, CLOSED bide, Located onywhere in
Webs 2x4 SP #3 :W6 2x4 SP #2: roof, RISK CIT II, EXP C, wind tC DL-4.2 psf, wind BC DL-5.0 psf.
GCpi (+/-)=0.18
Lumber volue set "138" uses design volues opproved 1/30/2013 by RLSC
Wind loads and reoctions bosed on MWFRS.
Special loads
(Lumber Dur.Foc.-1.25 / Plate Dur.Foc.-1.25) (o) #3 or better scab reinforcement. Some size & BOX. length of web member.
TC- From 56 Of of -1.13 to 56 p F ot 0.00 Attach with 10d Box or Gun (0.128"x3",min.)noils 0 6" OC.
TC- From 56 plf of 0.00 to 56 p f of 7.00
TC- From 119 plf at 7.00 to 119 p f at 26.67 (b) (2) #3 or better scob reinforcing members. Some size & BOX length of web
TC- From 56 plf of 26.67 to 56 p f of 38.00 member. Attach one to each face w/10a Box or Gun (0.128"x3",min.) nails 0 6"
BC- From 20 plf of 0.00 to 20 p F at 7.00 OC.
BC- From 44 Of of 7.00 to 44 p F ot 26.67
BC- From 20 plf of 26.67 to 20 p f ot 38.00 Deflection meets L/360 live and L/240 total load. Creep Increase factor For dead
BC- 462.23 lb Conc. Lood of 7.00 load is 1.50.
1----7' I 24' I 7' -{
T2 T3
T 116 :(R) 114X8( ) . 7 m4X8 #4X5 IS 8(R)
12 ;,,. 1 ,,, T T
6 :.
;° (o) ... (b) N N
W6 1 i
in =3X4(Rfi. 7
=4X6(R
®® ' 11
a®5 43X4 =3X5 4X5 M 2X4 -
le7X10
I 26'6" E- 11'6" 1
I 38'
H_________7. -1 31'
5824
R-176331 U-997# W-8" R-35429 U-2650# W-4" R--198# U-639 W-B"
(Rigid SurFace) (Rigid SurFace) (Rlgld SurFoce)
LEFT RAKE = 1 ' 1"7
LEFT JIG = 7' 11"14 RIGHT JIG = 7' 11"14
DESC. = H7A SEO = 17548
PLT. TYP.-WAVE DESIGN CRIT-F8C201ORES/TPI.2007 FT/RT-200(001/O(0) OT Y= 1 TOTAL= 1 REV. 15.01 .01C.081 SOFEE =0. 1875
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.Opsf REF
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Tr,..oe eoquIn. otro... in fabricate handling hl ng, install) and brool Refer to and
\�/� follow the latest edition of SCSI (Building fabricating, safety IInnr nation, by'TPand WICK for safety r DATE 07-02-2015
ye, pr octlose prior to perform ng tows.funotlons. IivtoiIsrs.hell provide terporory brooing per SCSI. T C DL 7.D p S f
RUSSWOOD Onlsss oven otMrvlee, top bhori sholI hon prLocaty n.t shown permanentfiruplatera and train oho rd BC DL 1 0.Ops r
.hall have o properlyetalledattached rigid ceiling. B3ho8 Location.810,,n for ilobi.. lateral restraint of .robe DR WG
.hall have br oat J toiled per SCSI ti M B3, 87 810, e.oppllooble. Rpp l�J plo tee to each foes
of tru..and iTlon oe hewn ebeve end 4:47,.,...,..I., „n lee.noted otherslee. f+
Refer to iidingye 1608-2 For standard plots nt r' BC LL 0 0psf JS
ITW But ldto build
the
Group inc. shell not be responsible for any devlotlon Iron this nololnq
3820 Bobbi l�ie-Tihnv�,,,Flo.ide-32'783 o bracing
to build the true. n oonfornonoe with RN67/TPI 1, or for handling, ehippir.g, 'nolo!lot TOT.LD. 37 . DPsf
t�braai g ar trusses. 0/A LEN. 38
Ph: (321)-383-66 A.eel en this drawl or sever pegs listing this drawing, indicates eeeeptoneo of profeeslanal
engineering r..ponsibility solely for the dseign shown. The suitability end use of this drawing DUR.FAC. 1 .25 JOB ##• 21874
Fax:(321)-383-O3<i2 for any structure Is the responsibility or the Building Oeei9rrr per RNBI/TPI 1 See.2.
For more InForwetlon ails this Job a general notes pogo end it,. web sites:
ITWBCG: ww.ltubcg.00n: TPI: ww.tpinst.org: IITCRi ww.sbaindistry.00n: ICC: ww.iocsufe.org SPACING R C I NG 2 4.D" TYPE
Job: (21874) /BREVARD HOMES /OAK LANE - TOUCAN / H9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Volue Set: 13B (Effective 6/1/2013) 150 mph wind, 15.00 ft mean hot, ASCE 7-10, CLOSED bldg, not located within 6.50
v ft from roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf.
Top chord 2x4 SP 142 GCpi (4/-)-0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #3 Wind loads and reoctions based on MWFRS with additional C&C member design.
Lumber value set -13B- uses design values approved 1/30/2013 by RLSC Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non-concurrent live load. (o) #3 or better scob reinforcement. Some size & BOX length of web member.
Rttooh 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 of least 7.50 ft. from roof edge.
F- 9' { 33' 1
of_. it i i-4, i mi.T. m1,11~ L
T
12
11/111. ' TIT
1 3X5 111
13X8
1- 16.10" 1 25'2" 1
1. 1 42' 1
R-591# U-169# RL-192/-74# W-8- R-1900# U-745# W-4- R-845# U-316# W-4"
(Rigid Surface) (Rigid Surface) (Rigid Surface)
LEFT RAKE - 1 ' 1 "7
LEFT JIG = 10'2"11 RIGHT JIG = 33'4"4
DESC. = H9 SEQ = 17336
PLT. TYP.-WAVE DESIGN CRIT-FBC2OIORES/TPI.2007 FT/RT-207(0F)/0(0) QTY= 1 TOTAL= 1 REV. 15.01 .Ol C.061 ELIDULE =0. 1875
**WARNING!.* READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.OPSf REF
'•IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
/ ` Trvs...require extreme In fabricating, handling .hipp i g, installing and brooinq Refer to and
�•�� follow the lot..t eition of BCS1 (Building Component Safety InfoFnollon, by(Pand VICRT'fr safety TC DL 7 .Ops DATE 07-02-2015
11117 yi o oetloss prior to performnq tMss funotiar. Inetotlere sMll proved.tenporory brooing per 8CS1.
Unless noted otherwise, t bhord shall hove r IVV ottooh.d struoturol sheath) a d bottom,chord f�
RUSS OOD shell haws o properly ottooh.d rigid*oiling.p Locations shown for permanent lot.roi Int of .robs BC DL 10.OPS r D RWG
shall hove bracing ,nstoll.d per BCS1 emotion.83, 87 or 810, ae applicable. Apply plot.. to sooh foo.
F truss ond pwl7lon as shown above and on the Joint Details, unless noted othru'ee. r+ (�
Refer to drove nge 160R-Z for stondord plot.positions. BC LL 0.OPsr JS
ITV Building onporrnts Group Inc.. shall not be nsible for any deviotlon Cron this droving
3820Bobbiiaris-Tittevae.F7oride-32783 6ny�failure to build the trues In aonfor..anoe with ws'/TPI 1, r for handling, shipping, Installation TOT.LD. 37 OPsf 0/R LEN. 42
I of Trusses.
Ph: (321)-383-0366 R": en this droving or cover peps listing this drawing, indioat.s eao.ptanoo of protsseionol .
engineering responelbillty solely for the design shown. The suitability and use of this drawing OUR.FRC. 1 .25 JOB #: 21874
Fax:(321)-383-0362 for any structure Is the responsibi l lty of the Building Designer peer ANSI/TPI 1 Ses.2.
For more information see this,Job s general notes pogo and these web sites: SPACING 2 4.D H I P M
ITVBCG: .....,,,a.9.00.: TPI: vww.tpinst.org: MR: www.sboindlstry.00n: ILC: vv..iooeofs.rg TYPE
Job: (21874) /BREVRRD HOMES /OAK LANE - TOUCAN / H9R THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Volue Set: 139 (Effective 6/1/2013) 150 mph wind, 15.00 ft mean hat, ASCE 7-10, CLOSED bldg, not locoted within 9.00
r ft From roof edge, RISK CAT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psP.
Top chord 2x4 SP #2 GCp1C+/-) 0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #3 Wind foods and reoctions bosed on MWFRS with odditionol C&C member design.
Lumber volue set "138" uses design volues approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live lood.
MWFRS foods 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 deod
lood Is 1.50.
I- 9' 1 20' 1 9' 1
s i X8 =3X4 6 12X4 wit
T
p .2X 2X4
TI-
in
...4.N.N.......NN....N.N.\.41 ,-
N
m 6 .
0
(R2
. s •
co m
e4X5 �
•
t•µX5(R
_i_C2 - >=3X4 ells 1.3X4 m3X6 sltS s'a X4
1 39'
h 1 38' -I
R-1498# U-567# RL-174/-1B5# W-8- R-1436# U-533# W-8"
(Rigid Surrooe) (Rigid Surroce)
LEFT RAKE = 1 ' 1"7
LEFT JIG — 10'2"11 RIGHT JIG — 10'2"11
DESC. = H9R SEQ = 17506
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-201(021/0(0) OTY= 1 TOTAL= 1 REV. 15.01 .01 C.061 5DP1E =0. 1875
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
2 0.O p Sf REF
F
•.IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL
Tows..require...trona In fobrIootl handle shipping, install) and brae)nq Rorer to and •O S
�/��� cello„ th. lot.st.ditlon oSCSI (Building Component safety Information. by'TPI and VTCR) for sorsty TC DL DATE 07-02-2015
�=. y� pprr'ootloee prior to psrrorning these ruiwtIorr. Instoll.rs shell prow ids temporary brae ing peo SCSI. P
RU��wOOD JnI... t.d oflw.les, lop chord.poll hov.prop.rly ottooh•d siryatyroi .booth)g and bot7em ohood (+
v a shall have o proporly ottooMd rigid coiling. L000t7ons shown roc permanent lot•rol ..trolnt or web. B C DL 10 O p s DR W G
shall hove bracing installed per SCSI .otlon.B3, B7 BIO, s opplloobl.. Apply plat., to.00h foo.
or truss and pose■Ion as shown above and on the Joint Details, unless noted othrui...
0.rr to droving.. IsOA-z rr standard plot,posltlorv. BC LL 0 .0psF JS
Ifa cure to
o.d the•Group Ino. hell t th bI.rr ons deviation from this erowllo
36200obbi]alis-TitmviDs.Florida-32783 o reduce 10 bused 1M trues in conformance with WI/TPI I, r for handling, shlpping, iMollo(ian TOT.LD. 37 .Opsf
t�brosS 1 or trusses. O/R LEN. 38
Ph: (321383-0366 A awl en this drawing or cover pees listing this drawing, Indleotss oeoepteew•of professional
engineering responsibility sel•19 for the design shown. Tho sultobilltyN and ma of this drawing OUR.FAC. 1 .25 JOB #: 21874
Fax:(320-383-{362 Pr ON strwt.w, is the roeponsibelsty of the Building Designer per ANSI/TPI 1 Seca.
For nor• InFormation s.• this Job s general notes page and these web sites:
ITVBCGI uw.itvbeg.eo.: TPI: .w.tpin.t.rg: vTCA: uw.sbol try.00n: ICC: uw.Iooeors.rg SPACING 24.0" TYPEH IPS
Job: (21874) /BREVRRD HOMES /OAK LANE - TOUCAN / HJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Volue Se-t: 13B (EFFective 6/1/2013) 150 mph wind 15.00 Ft .mean hpt ASCE 7-10, CLOSED bldg Locoted onwhere in
• rooF, RISK CIT II, EXP C, wins fC DL4.2 psF, wind BC DL-5.0 psF. y
Top chord 2x4 SP #2 GCp1 (•/-)-0.1B
Bot chord 2x4 SP #2
Lumber value set "138" uses design volues approved 1/30/2013 by ALSC Wind loads and reactions bosed on MWFRS.
HipJock supports 3-0-0 setback Jocks with no webs.
Deflection meets L/360 live and L/240 total load. Creep Increase Footor For dead
load is 1.50.
398
f 5'7-14 R-56# U-385 NAILED
TA T
41
s12 .-
4.24 p i
M m
L, x :
DI fo
-2X4(R
N N
3T ' /1
1._________1.5- I- 4'2-15
R-136# U-65# W-11"5 R-23# NAILED
(Rigid Surface)
LEFT RAKE = 1 '6"
DESC. = HJ3 7 '7 RIGHT SEQG== 17436
PLT. TYP.-WAVE DESIGN CRIT-FBC201DRES/TPI-2007 FT/RT-2iXlDx)/0(0) O T Y- 2 TOTAL- 2 REV. 15.01 .0 1 C.06 1 EOPI E =1 .0000
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.O p s F R E F
Trusses require extreme o In fobrlootlnq handl1n9 ehopping, Inatolllno and broolnq R.f.r to and
\I/� follow the latest edition of SCSI (Building Cbiyonont Safety Information, by TPI and VIM for sofaty (�
tees pr oboes prior to p.rror-Iry thew furotlon.. In.toIi.re MII proved. t.,.,orery brooln9 p.r SCSI. TC DL 7-OpST DATE 07-02-2015
RUSSKTOOD Iwe mated etMwew, top Nord MI I hev.properly ottooh.d etrwelurol .i.etheng end bottom oherd
Nil I Mv.broopr rinaolo.h.d a ld o.11 Ing, b000tlyone shown for permanent lateral wtroint of usb. BC DL 1 0.OpsT
nq p.r BC SI ewtlone 83, B7 or 810, ee opplloobl.. Rppl4 plot.. to.00h foo. DRWG
of true. nd pa lTeon e. hovn oboe.and on the Joint Ostolls, u+l w.notal oth.rwl w.
Refer to drowlna I60R-z for atondord plot.positions. BC LL 0.O p s F JS
ITV Building o.ponents Group Inc. shall not be reeponeible for ony d.veotIon Cron the.drawing
3820Bobbi eerie-'FiteaviDe,FIcaida-32783 o Failure to build the trona In oonforrono.ulth RN51/TPI I. or for handling, shipping. Instollotion
I.�
b of ',AIM. TOT.LD. 37 .Opsf O/F1 LEN. 40215
Ph- (321)-383-1366n awl on thea droving or'toyer pogo. Iisting this drawing, Indloeta•000.ptono. professional
profeloral
engineering re.poneebl II y so1.19 for the dwlgrn ehoun. The eultobl lity end use of this droving
ng ..p«a y Building Designer per RNBI/TPI I •w.¢. DUR.FRC. 1 .25 JOB #: 21874
Fax:(321)-383-4062 rer a struotwro in the r IbIIIt of the Buelda
For Co.'. Infornotoon... the. 9. roe not.s o oy the.e web awi.s: 9 SPACING 24.0" TYPE H I P_JRCK
ITVBCG: vvw.etvbcg.00w: TPI: ww.tpr sjob g: YTCR: ww..bo pogo
. on: ICC: w .iooeof..or
Job: (21874) /BREVARD HOMES /OAK LANE - TOUCAN / HJ7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Volu%SeI.: 138 (EFFective 6/1/2013) 150 mph wind 15.00 Ft mean hqqt ASCE 7-10, CLOSED bldg, Located anywhere in
• roof, RISK CAT II, EXP C, wins TC DL-4.2 psf, wind BC DL=5.0 psf.
Top chord 2x4 SP #2 GCp I (+/-) 0.18
Bot chord 2x4 SP #J2
Webs 2x4 SP 03 Wind loads and reoctions based on MWFRS.
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Hlpjack supports 7-0-0 setback docks with no webs.
Deflection meets L/360 live and L/240 total load. Creep increase Factor for dead
lood is 1.50.
3511
I 11'3-12 {
1- 4'4-15
R-2190 U-1460 NAILED
T ), /- 7-.
1 T T T
12 s3X
s 4.24 p S
m 11.1 m
i i
M 0) M I7
s S
s2X4(-
'1' ■ mm
L 31 i :11
1 •
Iles-=:----.111
2X4 14X4
1-.---1'5" 1 9'10-13 1
R-3730 U-1508 W-11"5 R-3610 U-650 NAILED
(Rigid Surface)
LEFT RAKE = 1'6"
LEFT JIG = 10'7"6 RIGHT JIG = 11 '4"15
DESC. = HJ7 SEO = 17324
PLT. TYP.-WAVE DESIGN CRIT-FBC2010RE5/TPI-2007FT/RT-201101)/ ODD OTY= 2 TOTAL= 2 REV. 15.01 .01C.061EDEIE =0.5000
'IWARNING(ee READ AND FOLLOW ALL NOTES ON THIS DRAWING(
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.O p s F REF
Truss.. .gulr• .tr.n.oar. In fabricating, handling eht ppiny, Install) and brool Refer to and
�/��� Collo..the latest edition or SCSI (Building Co.pon.nt Sodety Information, by TPI and V1CR)for scr.ty TC DL 7 .Opsf DATE 07-02-2015
I"' prootic..prior to p.rfor-Ing 1Mw f1R.at 1aM. In.tai ...: all pro.Id. t.rporory bracing per BLSI. F
RUSSWOOD .es on,a P�hp..-iy., top Nord boll fe prep.rl ettoaMd t�turel .hesthing end batten chord BC DL 10.Opsr
.hall ho v.o o.rl attaoh.d IgId c.of L000tlgotr BID, Cor .moment I I .strelnt of u.bs DRUG
.fell he..and polnq Iaall.d per BCBI and on r 83, nt or 510, o.cons noted Apply plot.. to.aeh few
f truss pwl■Ion os.ho...above on 1e.Joint D.tolls, unless notal oth.r.IT s.. (+
R.r.r to dravlrpa )SOI1-2 few standard plot.p sit 1pr. BC LL 0.Opsf JS
ITV Building onporonts Group Ino. oholl t M Ib 1.for any ondletlon from this netaing
3620 Bobti Lase-Tihav0l.,Fd.-32753 any owns of
b.,lld tn. true. In wnfornonc.with ate/TPI I, or r.r handling, .hipping, In.tallall«, TOT.LD. 37.OPsf 91013
11 browns or trusses• O/R LEN.N
Ph: (321)-353-0366 A SS on this droolng or sous peg. list Ing This drooing, Indicate.000sptonoe of professional
engineering responsibility solely for the design.howl. The suitability end use of this drawing OUR.FRC. 1 . 25 JOB it: 21874
F.x:(321)-383-062 foe any structure Is the r3 .Spprlbll lty of the Budess 1/
ding Dignper RN8TPI 1 Se..2.
For mar. Information.. this job lit general notes pego and the.. .Ices: SPACING 24.0" H I P_JRCK
ITVBCG: uuu.ltu ,.
bog.00 : TPII uwn. ww
.tplt.ar9: TCR: u .sbolnd.stry.ao.: ICC: u .lOo,OF..arg TYPE
Job: (21874) /BREVARD HOMES /OAK LANE - TOUCAN / M1B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 13B (Effective 6/1/2013) Full Height Blocking reinforcement required to
y prevent Buckling of members over the bearings:
Top chord 2x4 SP #2 bearing 1 located of 0.00'
Bot chord 2x4 SP #3 150 mph wind, 15.00 ft mean h t ASCE 7-10, CLOSED bid
Webs 2x4 SP #3 hgt, g, 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 value set "13B" uses design volues approved 1/30/2013 by RLSC GCpi (4/-)-0.18
Left end vertical not exposed to wind pressure. Wind loods and reactions based on MWFRS with additional C&C member design.
Deflection meets L/360 live and L/240 totol lood. Creep increase factor for dead Bottom chord checked for 10.00 psf non-concurrent live lood.
load is 1.50. MWFRS loods bosed on trusses located at leost 15.00 Ft. From roof edge.
-- 112X4 T T
111$11111111111111111111h.„
12d
6
%3X4
m
N io
i
s 0-
(3 (D
>=3X4(Al)
A.• _ ,-
HE --
- ,_; 114X5111) 112X4 1
f- 11'2"
I 11'2" 1 1' -"i
R-419# U-120# RL-52/-156# W-4- R-48511 U-64# W-8-
(Rigid SurFoce) (Rigid Surfooe)
RIGHT RAKE = 1 ' 1"7
LEFT JIG = 5' 11 "3 RIGHT JIG = 12'7"12
DESC. = M1B 8E0 = 17459
PLT. TYP.-WAVE DESIGN CRIT-FBC201DRES/TPI-2007 FT/RT-20x(07)/0(0) QTY= 2 TOTAL= 2 REV. 15.01 .0 1 C.0 6 1 8DFLE -0.3750
••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 REF
Tress.require extreme ors In fobriootlry, handling shipping, Instolll and Drool Refer to ord
�tl�� follow the lote•t edition of SCSI (Building Component Safety Mnformot,on, by TPI and WICR"i'for.ofety DATE 07-02-2015
�] pr tout..pr:or to performing the•.funatlo r. Instollsr..hall Proy,d• t•mparary braa,ng der ecsl. T C DL 7 .0 p S
RVSSWOOD .un
hI.es rated otMrw,aw, top chord.doll hon.p.-op.rl9g ottooh•d orvoturol sheathing and bot chord BC DL 10.0 P s T
eholl hove o prop.rly ottooh.d I Id oslllnR L000tlon. shown for permanent lot.rol restraint of webs D RWG
shot( hove broth. Irnstolled per SCSI seotl&v B3, 87 or B10, os opplloobls. Apply plot•. to oath foes
of truss and position os shown*boys and on the Joint Details, unless noted other,Tse. 0 0 P S f+ JS
Refer to(towing. 1S0A-Z for standard plot.position.. BC L L T
ITV Sul lding Compon.nts Group Ino. shall not b. • nsibls for ony dsviotlon from this drawing
3820BobbiLaro-Titwv,Le,Flmida-32783 orry foilyre to build the truss in oonformano.with IVSI/TPI 1, or for handling, shipping, installoliop TOT.Lo. 37 Opsf
t browns of trusses. 0/A LEN. 110200
Ph: (321)-383-0366 A seal on this drawing or Dover pegs listing this drawing, Indloat.e sooaptone.of professional
engineering respan.Iblllty eslsly for the design shown. The suitability and we f this drawing D UR.FRC. 1 .25 J DB ((: 21874
Fax:(3M-393-0362 for any strvotwr. I. the ..ponsibiiity of the Building Oeslgner p.r ANSI/TPI 1 B.o.2.
For a information saw this job s general note.poge and these web.its.:
111/BCG: ww.itwbog.00m: TP1: vw.tpin.t.org:1,TCA: www..boind,.try.00m: ICC: www.loo.of..org SPACING 24.0- TYPE MONO
1
Job: (21874) /BREVARD HOMES /OAK LANE - TOUCAN / M2B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Volue Set: 13B (Effective 6/1/2013) Full Height Blocking reinforcement required to
,r ma 1. prevent Buckling of members over the bearings:
Top ohord 2x4 SP #2 beoring 1 locoed of 0.00'
Bot chord 2x4 SP #2
Webs 2x4 SP #3 150 mph wind, 15.00 Ft mean hagt, ASCE 7-10, CLOSED bldg, not locoted within 9.00
Ft Froof e
Lumber volue set "13B" uses design values approved 1/30/2013 by RLSC GCpI (o+/-)-0.18dge, RISK CRT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psF.
LeFt end verticol not exposed to wind pressure. Wind loads and reoctions bosed on MWFRS with odditionol C&C member design.
Deflection meets L/360 live end L/240 totol load. Creep increose foctor For deed Bottom chord checked For 10.00 psf non-concurrent live lood.
load is 1.50. MWFRS loads bosed on trusses locoted of leost 15.00 Ft. From roof edge.
T 112X4 T T
b
12
a s
3X4
m m m
If Li) N
•3X4(81)
_ IH : 1.2
_
.— Bag r4 C ..i
f" 11'2-
I 11'2" {
R-423# U-121# RL-47/-141# W-4" R-422# U-44# W-8"
(Rigid Surface) (Rigid Surface)
LEFT JIG — 5' 11"3 RIGHTIG
=
IIG - 12'7312
DESC. = M26
PLT. TYP.-WAVE DESIGN CRIT-FBC201p(ES/TPI-2007 FT/RT-20Z(077/0(0) OTY- 1 TOTAL= 1 REV. 15.01 .01C.061 BODE =0.3750
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 2O. 0(�Sf REF
••IMPORTANT.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses .quire .tr.me e n fobr,oat, q hendl,nngg hip,, , in.tolii nd broolnq Rorer to and
�,I,�. follow the lot..t edition of SCSI (Building COipomen Sa�et 7ni'er ration, b9 TP
end VTCW for safety
prootiow prior to performing those funationa, lnatollsrs 14,7 provide temporary brooing per 6CSI. TC DL 7.Ops DATE 07-02-2015
Rr 1LtLfWOO� Unless rated otherwle., top ohordgshall hoes properly ottooh.d strwotwrol t .athing and bettor,ohord f
VSS .shall hhoon.brae rlrysottooh d riBCdlos.ot, L000t7on•shown C rp rronent lateralrestraintof webs BC DL 1 O.O P s i
bracing "on.83, 87 or 810, o. B oobies Apply plates to**oh Foo. [� DRWG
of trues and position os shown above end on tho hint Details, unless noted otherwise. O O P S i JS
Refer to drawinrqgss 1608-Z for stondord plate positions. BC LL
ITV Building'Conpon.nts Group Ino, shall not be r nslbl.for any deviation From this drawing
382(1 BaDLilar-
Titufvd)e.F7orid.-32763 any Pallore to build the truss in oonforrono.with ANSI/TPI 1, or for handling, shipping, lnatollotion TDT.LD. 37 OPsf 11D20D
I&racinngg of trusses. 0/R LEN.
Ph: (321}383 R.se( on this drawing or oover pegwl listing this drawing, indicates eeesptonos of professional
(321)-383-0()f2 engine ung responsibility
y soolelybfor te dsllgnho(shown. The sultobiiity and use of this drawing
Fax: the of the ANSI/TPI 1 S.o.2. DUR.FAC. 1 . 25 JOB #: 21874
For more infornotlonysee this,lob Building
pogo and these web site.:
SPACING 24.0" TYPEMONOITVBCG: ww.ltwbog.00m: TPI: ww.tp„rt.org: TCR: wu.sboidustry.00m: ICC: www.iccsofs.org