The URL can be used to link to this page

Home My WebLink AboutRoof & Floor Trusses BP#12564 I 57' - -1 I 32'8" 1 13' "i I�-11'4" I 4' -+"+-5'11-- --- 1 17'8" I- 13'8" --i - PORCH BAG. 0 9'-4•V/ -. BERM BY YOUR CONTACT FOR THIS JOB IS BUILDER RON THOMPSON PHONE 1321) 403-5111 C __ ' - } .J1 •c - ti ¢ W N �,� 3 T TRUSSWOOD 2. cNEEVRLL Roof & Floor Trusses C..IS e+u �+�+ �o I L® UP TO 11'0"BY BLOB m • N --6• 3620 Bobbi Lone • / P.O. Box 5366 "' ®--- -- • - - �, i-• _ Titusville, FL �Q,' .� \''\`\ T , ,j/ _red.'1 32783-5366 ' `t•• `E4 67O {, \ 'v T imp a 1 3 Off ce: (321) 383-0366 ,� __ ___ ssRLL :+ 11i 'i Fox: (321) 383-0362 T '. � �% ,\ s! — I E-MoiI :JRMESOTRUSSWOOD.NET CST. d� )'4 \ WWW:WWW.TRUSSWOOD.NET O�.`� C;� IN ¢1 ¢ N ¢ -.\N m.'.\ N\ ? (•f \.N `N •.. . ... T R. L71,7 ` `-�11 (.-� = = x x 0UN �N \,, . . _ _ _ = x ;� CUSTOMER: Brevord Homes S / �.9 _ JOB NAME: Ook Ln. S nNAL 7 __ _ n+� _ �s � DATE: 7/1/2015 � r , . JOB NO. : 21875 V - , �, _,;1.. MODEL 2063 Rzo l eo HI \ n L4- A' \ ` °° --1n+-� ■BUILDERS WARNING■ •4• y * THIS LAYOUT IS FOR PLACEMENT OF 6 "' �"' Y ``.\ \ \ "'� 1 • b ENGINEERED COMPONENTS. ^� m — 1 j i • FOR ERECTION RND INSTALLATION 3'3' \ rc 1'4 i (TEMPORARY AND PERMANENT) +' (PG Vi LL 137.4---.7 \ \ \ I FOLLOW INSTRUCTIONS ON BCSI-B1 0 TIOP 0 9.4" n' \ s. \ +-+-- SUMMARY SHEETS AND FINAL \ 'I`^ .' 13'4 ENGINEERING SHEETS FOR EACH TRUSS. t_ I I * SEE FINAL ENGINEERING SHEETS ` za . •.. \ o FORCNUMBER OFWEB GIRDEER PLIES, C58 X21 +� e ~ \`\ \\\ o I BRACING, TRUSS SPACING AND REACTIONS. CAB I . \. aV \ �\ i- , * ALTERATIONS RND/OR REPAIRS TO I lI TRUSSES MUST BE APPROVED IN c3e =o \ :6 ` g•51%.-I BY OUR ENGINEERING u - m DEPARTMENT. 2/1 2. WNEEVRL \ . ��' GIC 1:0W-i * BRCKCHARGES WILL NOT BE ACCEPTED N 2. """ "�°"^ .•••or••-•• ••vivo••... �1 �, c10' UNLESS OUR ENGINEERING DEPARTMENT G _ 2' . �� APPROVES THEM IN ADVANCE. 2' N `` -./ GIC I ... I I • RLL PLANS RRE NOT TO SCALE. DO NOT 2. i ;� 1 SCALE ANY PLANS, IF DIMENSIONS RRE Q'*^, ++ GEIC T MISSING OR RRE UNCLEAR, PLEASE •' r- /. m z. CALL THE OFFICE TO GET THE •tet I jt / m DIMENSION. • Cop, ENTRY BAG. 2' 0 11'-0'V/ pp sr — / ` BERMS ,- WINO SPED: 150mphENCL. EXP. C GE18 SPACING: 24" DRAWN BY: Jon Shiroh PITCH: 6/12 I 22'8" -I- 10'4- I 6'--Ir--9'8" I OVERHANG: N2" I BEARING SIZE(s): 4" - 8" 19' I 7' -oi SOURRE FT.: 3010 I s7 -! WALL HEIGHT Is): 9•-4" ,-- I 1, o ,,27 ,o&.!( Ln 4( i-25"9 LaurJob: (21875) /BREVARD HOMES /OAK LANE - AZALEA / Cl 7HIs DWG. EPRRED BY TH�L'f'lNe 'DESI A �'a USs MFR'S LRYt)UT Volue Set: 13B (Effective 6/1/2013) 150 mph wind 15.00 Ft mean hgt ASCE- -10 .•SED bldg, not located within 13.00 Ft F roof edge, RISK CRT II - C, w nd IC DE-4.2 psf, wind BC DL-5.0 Top chord 2x4 SP #2 +/-)-0.16 Bot chord 2x4 SP #3 n.Wind loads and reactions bused on MWFRS with additional C&C member design. Webs 2x4 SP #3 9 Lumber value 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 scab reinforcement. Some size & 80/ 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 loud. Creep increase Factor For dead load is 1.50. WARNING: Furnish o copy of this DWG to the installation contractor. Special core must be token during handling, shipping and installation of trusses. See MWFRS loads based on trusses located at least 15.00 ft. from roof edge. "WARNING" note below. Left bottom chord exposed to wind. OA f` lA�r H-8' { 9'B' I- 11'6" -{ 9'3-15 {- 7'0"1--.{ Op.. = X7 7 — /3X 3X4 cn .5X7 .4X6 I" -. N - Tit 1 d/ iggi T 12 = i (al , i�� .S b S igiiig z .SXSf -..'13 m3X8 X11(5 =3X12 Im3X5(R Q Y1 1.i: i.e. c611 1 QX4 .55 1 1 .4X6 R) f- 13'10" I 31'10" 1 F: E- 13'10" i - 31'6" i 45'8" -•1 R-5520 U-249# RL-316/-255# W-8" R-1785# U-452# W-8" R-1201# U-237# W-B" (Rigid SurFoce) (Rigid Surface) (Rigid Surfoce) LEFT RAKE = 1' 1"7 = DESC. = C19' 1"4 RIGHTSEOG= 1718714 PLT. TYP.-WAVE CESIGNCRIT-FBC2010RES/TPI-2007FT/RT-200(0x)/0101 OTY= 1 TOTAL- 1 REV. 15.01 .01C.0615DFLE -0. 1667 •.WARNING!•. READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.0 sf REF ••IMPORTANT•• FURNISH THIS DRRWINO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. P Trusses require ..trews re in fabrloetl g hondii hlpp t.g, installing nd brool Refer to and ��I�� folio..the latest edition of SCSI !Building Cbiponont safety Infofwntio., by ,P1 and IfTCRT for f.ty TC DL 7 .Opsi' DATE 07-18-2015 �T pprroof low prlr to p.rPorwi..g th...f.w.at.o.r. I.rtoii.r. .Irll prowl d. t.nporory�+bre."9 ppe.rr SCSI. RIISS�OOD Unlw.noted otlwui.e, top oird.hal I how.prop.rly ottaohsd.truoturol .h.athing and ration ohord + O.O sF .hall have a properly ottooh.d ri id ceiling. Locations houn for p.rwan.nt lateral restraint of webs BC DL 1 P DRWG .holl hove b`eo1nQ ...tolled per SCSI sections 83, B7 or 810, es oppliooble. Apply plots. to.00h foe. of tr.,.. nd ppoo.. ill-3 a shoe.. :rove end an the Joint Details, .,hies.noted oth.rwTee. O.Opsf 1s Refs to trop n%9pI. 160R-Z fr standard plot.po.'tlo.r. BC LL 1TW B.iild o builipw..ni.Group Inc. shell of W n.lbl,for ony deviation row this drawing, 3620 Bobbilaie-T nani1..Plaids-32'!83 ony fo.luro to build the true. in ooni'rwaro..,Ith RN6 TP1 1. r for handling. shipping, I.rtollo(lon 37 Opsf 45DBDD L brool or this e TOT.LD. 0/A LEN. Ph: (321)-353-0366 C ss''� on this deeding r sever peg. Meting this i-seine, Indieet...end use..of professional f▪ee r.pa..lbl i i solely fr the d..lan.how.. The esiremailability end ii...f this wooiile OUR.FRC. 1 .25 JOB #: 21875 Fax:021)-383-03E2 fr any.truoture is the r..parmat i sty of the Building neral so per pogo and 1 •.e.2. For more information see this job.general hat.s page and,h....C: site.: SPACING 24.0" TYPE SPEC ITWBCG' u.n,.Itubug.00w: TPI: uw.tpin.t' g: TCR: wu..b, try.00w: ICC: uw.loosof..rg Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / CIB THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYbUT Value Set: 13B (Effective 6/1/2013) The maximum horizontal reaction is 229# Top chord 2x4 SP #2 150 mph wind 15.00 Ft meon hot ASCE 7-10, CLOSED bidq, Located anywhere in Bot chord 2x4 SP #1 :B2 2x4 SP M-31: roof, RISK CIT 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 "13B" uses design volues approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase Foctor For dead load is 1.50. Special loods (Lumber Dur.Foc. 1.25 / Plate Dur.Foc. 1.25) TC- From 56 plF of -1.13 to 56 p F at 11.33 TC- From 56 pIF of 11.33 to 56 p F at 23.80 BC- From 20 pIF of 0.00 to 20 p F at 7.51 BC- From 70 Of of 7.51 to 70 p f of 10.17 BC- From 70 plf of 10.17 to 70 p F at 12.58 BC- From 70 pIF of 12.58 to 70 p F of 15.15 BC- From 20 pIF at 15.15 to 20 p F of 22.67 Wind loads and reactions based on MWFRS with odditionol C&C member design. I- 11'4" -f- 11'4" I a X7 011/7\\Ir T 12 m 6 '412XX4 o \ i ..I ...I (D N U (D (D =3X501 _3X5(R1) I :215 - • 82 I- 22'8- i i."- I 22'8" -I 1 —i R-1108# U-457# RL-229/-229# W-8" R-1108# U-457# W-8" (Rigid Surface) (Rigid Surfoce) LEFT RAKE = 1 ' 1"7 RIGHT RAKE = 1 ' 1"7 LEFT JIG — 12'9"15 RIGHT JIG — 12'9"15 DESC. = CIB SEO = 17289 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20X(DX)/0(D) OTY= 3 TOTAL— 3 REV. 15.01 .01C.0618DNLE —0.2500 ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING( ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.0 p S f' R E F Truss. Iry wtrewe in fabricate hondll shipping, Install) and brool Refer to and �/I�� follow 1N io«t edition of 1 (Building COmpa»nt B fety InnFooFinatlon, b9 TPand MTCA for e•ty TC DL 7.Opsr DATE 07-16-2015 T pr olio•.prior to p..Corning thee.Funotlons. Irrial •r..toll proved•tswporory brooing ppeerr SCSI. IC USS w0OD Unless rated oth.roi., top chord shall hong proper)t�ottoohwd trupturol .Nothing and battow!Ella F shall hove o properly installed rigid milling. L0000or shown For plioon.nt lateral r•.troint of o.bs BC DL 10 O p s DRW(•j Moll hove Drawly,iT Irrtoll•d per SCSI •duan•83. 07 or ai l coo cess noble, Apply plates to woh fou Pf trw,.and poeI eon as shown above and on iN.bent Details, MIN.noted otherw 0 0 S r, JS ecs.- to o-aoYnp. 160R-Z far .tondo.-d plot.positions. BC LL P r ITV Bwllding opponents Group Ino. still not b. • .-.-ibis for any d•veeteon From the.shooing 38208obbi Lans-Tihnvells.Flaida-32783 onN failure to build the truss in ounformano.with RNS/TPI 1, or for hondling, shipping, in.tolla ion TOT.LD. 37.OPsf L brooe or tru•w•. Ph: (3121}383-0366 SILO on this drawl or*over pea. listing this droving, indioet.s soe.ptenee of pret.aieroiongD/A LEN. 220800 Fax:(321)3B3 036L le y strrweng rt .' is responsibility ye solely nsibi I roe of t°the Building D..ig:�tp... It Irnl"ios.°fe.ihl.awing DUR.FAC. 1 .25 JOB #t: 21875 For wore information see this job s general notes pope and the.web alto.: ITVBCG: www.itwbog.00n: TPI: ww.tpinst.org: VTCB: www.sbol SPACING I N G 2 4.D"try.oaw: ICC: www.loosafe,ors TYPE C 0 M N Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / C1C THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYbUT Value Set: 138 (Effective 6/1/2013) 150 mph wind 15.00 ft mean hat ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CRT II, EXP C, wind TC DL4.2 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 foods and reactions bused on MWFRS with additional C&C member design. :Lt Slider 2x8 SP #2: BLOCK LENGTH - 1.552' :Rt Slider 2x8 SP #2: BLOCK LENGTH - 1.552' Left cantilever Is exposed to wind Lumber value set "13B" uses design values opproved 1/30/2013 by ALSO Bottom chord checked for 10.00 psf non-concurrent live loud. Deflection meets L/360 live and L/240 total loud. Creep Increase foctor for dead load is 1.50. 1 9'10" -1 9'10" -4X4 T T 6 2 442X 2X4 pr r 1� �MB m M ill N if) 03X 3X4 #2X10( R2X10(E3) -3X4(E 3X4(E3) T00 -- ' _ Prl •5X8 r F- 19'4" { I--1' 1- 19'8" -1 1' --I R-824# U-308# RL-204/-204# W-4" R-782# U-296# W-3"B (Rigid Surface) (Rigid Surfooe) LEFT RAKE = 1' 1"7 RIGHT RAKE = 1 ' 1"7 DESC. I= C1C1 'S"13 RIGHT SECG=- 1728013 PLT. TIP.-WAVE DESIGN CRIT-F8C20ICRES/TPI.2007 FT/RT-20S(O2)/0(0) OTY= 1 TOTAL- 1 REV. 15.01 .01 C.061 SLICE =0.3750 ••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.OPSf REF ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trv.... qu ir. wtr•w•oar• In fobriootl handlinnqg hlppppinq I,rtolllnqond brooi R.fM to and �,0. Polio..th. lot..t •ditlon of BCS] (BulldlnS CL:porwit sdf'.t:InfoFintian, by TPI and VTCW For soF•ty 6„. prootlo•o prior to p•rFornlny th...n,notlon.. Installs. I,. proved• t•nporory brooin9 0.r Bcs1. TC DL 7.OpSf DATE 07-16 2015 RUSSwUUD I .n.t.d properly top ohord.ha(i hon.prLocatNi ns shoal gs :ipermanent lot•rol r troint of web. shall es a broo it ln.tollw pr SCSI ..orlon.ea, e7 or BID, Ounless oobl.. Apply plot.. to•ooh facto BC DL 1 O.OpSf DRWG of iriA.and po•lila,,o..hwn boo•end the,Joint D•tol I., .inl...notal oth•r"T... Asper to drowinp. 1608-z for standard plot.positions. BC L L O.O p S f JS ITV Building omponrnt•Group fro. •boll not b• • ibl•for any dev lotion From this Browing 3820Bobbiisr-TMutvide.Pkeids-32'/83 ting fol •to build the truss In oonformano.with ANSI/TPI 1, or for handling, .hipping, i,rtollo{Ion TOT.LD. 37 .OPsf L brool of truss... Ph: (321)-363-0366 A s.e on this drawing or oov.r pogo listing this drawing, indicates aeeeptonoe of prof...lonsl D/R LEN. 1 90800 :1321?363 2 ngln«rI responsibility solely for the*mien shown. The suitabilityand]u,e of this drawing DUR.FAC. 1 .25 JOB #: 21875 on responsibility of the Building Designer per For more infor..otion... this Job•g•n•roI not.s page and rh...web.It..: ITVBCGuuu.ltibo9.00m: TP : .w .tpin.t.or8: YCA: www..bol try.00m: ICC: ww.loo.of..orB SPACING 2 4.0" TYPEC O M N Job: (21875) /BREVRRD HOMES /ORK LANE - AZALEA / C2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYJUT Volue Set: 13B (Effective 6/1/2013) 150 mph wind, 15.00 Ft meon hgt ASCE 7-10 CLOSED bide, not locoted within 13.00 Ft from roof edge, RISK CAT II, EXP t , wind TC DC-4.2 psF, wind BC DL-5.0 Top ohord 2x4 SP #2 psF. GCpi (+/-)-0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with odditionol 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. (a) #3 or better scab reinforcement. Same 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 deod load Is 1.50. WARNING: Furnish o copy of this DWG to the instollotion contractor. Special care must be token during hondling, shipping and installation of trusses. See MWFRS loods based on trusses located of least 15.00 ft. from roof edge. "WARNING" note below. Left bottom chord exposed to wind. 1- 10' 1- 9'8" 1 9'8" 1- 7'3"15 1 9'0'1 .-1 T - X7 T f3XX8 =9X4 g? 4 =- P N --s4410,444444400,0 c T 6 177' ,ZXs1444: I/IIIII d)/I/I FII/I to) o I o 0 Im �_�- 1rj1'1/Ir7 1 - f =3X41 =3X12 =4Xb =3X8 .n5 =3X4 -3X5(R I•c+ re- 84X6 Ra I " 1I 84X6 R) 1- 13'10" q1 31'10" 1 11 I 13'10" -f1 31'6" -1 1- 45'8" R-544# U-222# RL-304/-229# W-8" R-18164 U-46511 W-8" R-1192# U-276# W-8" (Rigid Surface) (Rigid Surface) (Rigid Surface) LEFT RAKE = 1 ' 1"7 DESC. I= C211 '4"1 RIGHT SEOG= 17719112 PLT. TYP.-WAVE DESIGN CRIT-FBC2OIDRES/TPI-2007 FT/RT-20X(OX)/ 0(0) OTY— 1 TOTAL— 1 REV. 15.01 .01C.0618DElE —0. 1667 ••WARNING*•• READ AND FOLLOW 111.1. NOTES ON THIS DRAWING! TC LL 20.Opsf REF ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CNTRACTORS INCLUDING THE INSTALLERS. Tru....require .ir.M in fob,-,00t,ng, handling hippppin9, installing_and bracing. R.F.r to and �,I,� Truces,*the latest edition of SCSI (Building Co.poront Softy InfoFwotlon, by TPI o„d VICR) For gof.ty WIT �. Crocus«pylar to p.rFornin9 thea F,wwt . • IrotaIIM.atoll provide t.nporary braaln9 )per SCSI. TC DL 7 .0psf DATE 07-16-2015 Uhall rated oth.r.ls., top chord boll hon.proper) attached truoturol .hsothl n9 and bot on ohoed R USS ��D 11 have er cing installed per Iyld*oiling. L000t7oor.ha-,for p.rnan.nt lateral late. int of web. BC DL 1 0.0 p s f O RWG SCSI and on*motion.83, B7 810, o.oppliooted her plots to each Cee. r of truesto and l len es shown above on the Joint p.tt I., unl...notal otherwise. O.0 s i JS Rot... to a...'nyy IBDR-z Far standard phot.positions. BC LL ITV Bahld to builpon. is Group Inc. shall not W responsible for any handling, for.from this installation P 3820 BobbiLale-1.tu niIi..Fluids-32783 *'allay.to build the true. ,n oonfarnono.with ANSI/TPI TPI 1, or far Mndling, .h,pp,r,g, Irotollo�lon TOT.L0. 37 .Ops( 450600 i"Eraal or trw..... 0/R LEN. Ph: (321)-383-0366 A s..) en this*rowing or eevr pogo fluting this*OVln0, Indloetos.oesptanes of professional Feu:(321}383-U06'l engineering responsibility Is 1Mty solely fort. siignnuI!shown. suitabi I1ty and use of this drawing any responsibility ng Designer per RNBVTPI 1 t.e.2. OUR.FRC. 1 .25 JOB #: 21875 For r information... thiss general note ssis g.and thee web t : w ITVBCG: w .itew bog.00a: TPI: w .tpin.i�. general9: VITA: ww.ebeiri etry.00w: ICC: .sw.iao.at..org SPACING 24.0" TYPE SPEC Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / C2B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) The maximum horizontal reaction Is 211# Top chord 2x4 SP #2 150 mph wind, 15.00 Ft meon hoqt, ASCE 7-10, CLOSED bldg, not locoted within 9.00 Bot chord 2x4 SP #1 :B2 2x4 SP M-31: 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 ALSC Deflection meets L/360 live and L/240 total lood. Creep increose Factor For dead load is 1.50. Special loods (Lumber Dur.Foc.-1.25 / Plote Dur.Foo.-1.25) MWFRS loads bused on trusses locoted of least 7.50 ft. From rooF edge. TC- From 56 plf at -1.13 to 56 p f at 11.33 TC- From 56 plf of 11.33 to 56 p f at 22.33 BC- From 20 plf at 0.00 to 20 p f at 7.51 BC- From 70 pIF at 7.51 to 70 p F of 10.17 BC- From 70 plf at 10.17 to 70 p F at 12.58 BC- From 70 plf at 12.58 to 70 p F at 15.15 BC- From 20 pIF of 15.15 to 20 p F at 22.33 Wind loads and reactions based on MWFRS with odditionol C&C member design. I"' 11'4" I- 11' -{ -5x7 -{ 1- z m 6 p �2X 1-6\11111111112X4 y t 0 t.\ (D In In =3X5(R -4X4(BlJ rB2 - 1 f- 22'4- 1 - 22'4' 1 R-1096# U-453# RL-204/-211# W-8- R-10358 U-411• W-4- (R19id Surface) (R19id Surface) LEFT RAKE - 1 ' 1"7 LEFT JIG C212'9"15 RIGHT JIG - 12'6"7 SEO = 17292 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-201(07)/ 0(0) OTY- 4 TOTAL— 4 REV. 15.01 .01C.061 SIDILE —0.2500 •'WARN N •• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ZO.OPSf REF ••IMPORTANT.. FUANIgH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL Truss..raquIr.extreme In fobrioetl handli hl i , In.tolll and brae) Refer to and �� follow the latest edition of SCSI (Building Ganpw»nt defy InnfooFwllon, by TPI and VTGR�)'for surety f r,,,, prootic..prior to p.1.-..i g tMp fuwtlwr. Irrtoll.r..holl gravid.t.,.poror broolnnRg ppe.rr•GSI. TC DL 7 .OPST DATE 07-16-2015 R USSWOOD Iso notal oth.r.nes, top oho.-d.boll hon.p.-op..-i 0$toohsd.truoturol .h.othinng and 051,on chord shell hove properly attached rigid ceiling. Locations shown For permanent latera I restraint of webs .hell hove bracinngq installed per SCSI section.e3, 87 or 610, o.opplleobl.. Apply plate. to each fee. BC DL 1 0.0 P S DRWG of trues and posit Ion os show.above and on the Joint Details, unless noted otherrl.e. f+ R.1.r to drowir.g� 1600-2 for.tondord plot.position.. BC L L 0.O p S r JS ITV Building"Gowponsnts Group Inc. shall not W nslble for any deviation from this drawing1 (- 3820Bobbil.atr-7itosvl5ls.Plaida-32783 failure to build the true. in oonformonce with ANSI/TPI TPI 1, or for handling, shipping, instollotion TOT.LD. 37 .Opsf `�raalnq of trusses. 0/A LEN. 220400 Ph: (321}�j-0366 R...1 on this droving er eewr pegs listing this droving. Indleet.s seo.pteros et profs..Ienel engiM.ring responsibility.oI.1y Ter the design shown. The switebiltty end vse of this drawing Fax:(s21)-383-UOSL Ter any.trusts. is the r..pon.lbi I ity of the Building Designer per ANNUM 6es.:. DUR.FRC. 1 .25 JOB #: 21875 For more information see this fob s y n.rol notes page and these web sites: ITVBCG: www .Itwbog.00m: TPI: www.tpin.t.org: TCR• w ..bol wwSPACING 24.0 try.com: ICC: w .ioo fe.org TYPE CONN Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / C2C 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 h t, ASCE 7-10, CLOSED bldg, not located 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 (G/-)-0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads and reoctions based on MWFRS with odditionol C&C member design. :Lt Slider 2x8 SP #2: BLOCK LENGTH - 1.552' :Rt Slider 2x8 SP #2: BLOCK LENGTH - 1.552' Left contilever is exposed to wind Lumber value set "13B" uses design values approved 1/30/2013 by RLSC Bottom chord checked For 10.00 psi' non-concurrent live loud. Deflection meets L/360 live and L/240 total load. Creep increase Factor for dead loud is 1.50. 1- 9'10' I- 9'10" I =4X4 T 12 617' 412X 2X4 P �. .� In .DI N N N /3X 3X4 CUD( 112X10(E3) m3X (E Q -3X4(E3) ro-3 1 -- 1 1 VI- 19 m5X8 r I- 19'4" 1 1- 19'8" -1 -1' H R-7628 U-274# RL-190/-180# W-4" R-785# U-2978 W-3"8 (Rigid Surface) (Rigid Surfooe) RIGHT RAKE = 1 ' 1"7 LEFT JIG = 11'5"13 RIGHT JIG = 11 '5"13 DESC. = C2C SEO = 17266 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20x(0x)/010) OTY- 1 TOTAL- 1 REV. 15.01 .01C.061 ELISE -0.3750 ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.Opsf REF ••IMPORTANT.• FURNISH THIS DRAWING TO ALL CONTRACTORSINCLUDING THE INSTALLERS. Trues.require extreme*ore n fabricate handl) .hippppinq :n.taiiirq and brooi R.f.r 10 and �/�►� folios.the o:.t edition of Bcsi !Builth c$;,pan.nt sn$bety IMornotiOn, by TPI and vtcR 'for.of.ty TC DL 7 .0 sf DATE 07-16-2015 ,� aotioes prior to p.rforw,nR tMes funotiwe. IM1011er..MI I proved.t°'4 "7ry:wooing p.r BcsI. P RUSS 00D '°"rot.d properly top"6hori id M...Properly attached.tr,.ot„ral nt .lung and braiow ohcrd BC DL 10.OPsf .nail hove a prap.rly attaaned rigid Gelling. Eoeat,on.aehownched far permanent lateral restraint of web. DRWG .hell M...broolnq install.d per SCSI ..otion.B3, B7 810, os oppiioobl.. Rppl plate. to each foes gof trop and pe.IT ion as aDov.and on 1M Joint Detail, uni .noted oth.rul�w. O.O sF JS r:;"T:Building 1608-Z for standard plot.not be able for cony deviation from this drawing 3620 Bobtd Lai.-Titisvit.,Florida-32783 ono Lou lur.to build the tri,.. in oonPornoro.with Rh6/rpt 1. or for handling, .nipping, installation TOT.LD. 37 .Opsf I 6rooin9 of tri...... 0/A LEN. 190800 Ph: (321)-383-0366 R:eel en this drewi er esupegs listing this drawing, indiestes ese.ptons"of prefs.sion.i .ngl Mer 1118 respon.lbl I i� s y.eisi for the design.hewn. The sultabilyty and use t e.ihis drewlrg DUR.FRC. 1 .255 JOB #: 21875 Fax:(321)-383-0362 fee any stwetur. Is the re.ponsibi I Ity of the Sul(ding Desiree pr _ For wore information as. this job.general notes pogo and these web sit..: ITVBCG: ww.itwba9.com: TPI: ww.tpin.t.or9: TCR: ww..boi 1ry.00w: ICC: w.ioosof..or9 SPACING 2 4.0" TYPE O M N Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / C3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Valve Set: 136 (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 CAT II, EXP C, wind TC DC-4.2 psf, wind BC DL-5.0 Top chord 2x4 SP #2 psf. GCp1 (4/-)-0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads end reactions bused on MWFRS with oddltlonol C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end verticol not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. Co) #3 or better scab reinforcement. Some size & BOX length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nolls 0 6" OC. Deflection meets L/360 live end L/240 total load. Creep increase factor For dead lood is 1.50. WARNING: Furnish o copy of this DWG to the instollotion contractor. Special core must be token during handling, shipping and installation of trusses. See MWFRS loads based on trusses locoted at least 15.00 ft. from roof edge. "WARNING" note below. Left bottom chord exposed to wind. -12' 1 9'8" 1- 7'8"----}--5'3"15 1 14'4"1 1 - X7 \•5X12 ■2X4 -a(6 t=t�s . < .. z , T m T — : _ 12 • '=a) (0)/'' N 6 C0 /3Xi = s :_ ,, in it) 5 i_ ][ 1 1° 5(11 (R 1 I 3X 4i 6 - 6 3X8 RX4 a3Xb -3X10 8 -[ 111 112`(4' 1=3X9 0 11111 1 1 =3X6 14X6(R) 1..-----------13'10" - 35'2" 1 1- 13'11" ill 34'10" -I t 49' -{ R-539# U-20171 RL-294/-208# W-8" R-13101$ U-37371 W-8" (Rigid Surface) (Rigid Surface) R-19650 U-476a W-8" (Rigid Surface) LEFT RAKE = 1 ' 1"7 LEFT JIG = 13'6"14 RIGHTS JIG O= G = 15'5513 DESC. = C3 PLT. TYP.-WAVE DESIGN CRIT"FBC2010RES/TPI-2007 FT/RT-200(0X)/0(0) CITY.= 1 TOTAL= 1 REV. 15.01 .0 1 C.06 1 SDNL E —0. 1250 s.WARNINOI.• READ AND FOLLOW ALL NOTES ON THIS DRRWINOI TC LL 20.OPsf REF ..IMPORTANTS. FURNISH THIS ORRWINO TO ALL CONTRRCTORS INCLUDING THE INSTALLERS. Trusses require extreme Dors in fobrioatinq hondllng hlppping installingand brool Refer to and �,I,� follow the latest edition of BCSI (Building Cowpannt 6ai<sty Inforintlan, by 7P1 of VTCR) Co.'safety pprrootlo•.prior to performing the..funotive Ir-taller.shall provlds temporary wndl,g per Bcs1. TC DL 7 OPSf DATE 07-16-2015 RUSSWOOD lee. shall.noted othperl.•, top oho rd.hell hove Properly n.shown f/ruoturol nt tat n9 and botion ohord f �/'/ shall hove o proper)�ottooi-d Igld moiling. L000tiorr shown Co.'permanent lateral restraint of mobs BC DL 10.Opsr DRWG shoal hove brooi tolled per SCSI ssotior-83. B7 or 010, o.opplloobl•. App) pietas to sash Coos f� of trop and position os shown oboe and on the hint Getups, unless noted othsrwlls.. O O S r JS Refer to drawing. 160R-Z Co...tondord plots position.. BC LL P ITV Building-Component.Group Ino. .hell not b•responsible for any d.vlotron fro, this droving 382OBobbilBo-T3 avills.Fkinda-32783 ny failurees to build the truss in conform ncie with ANSI/TPI 1, or for handling, .hipping, Irrialto{ion 6 braeTOT.LD. 37.OPsf 49 l of trusses. Ph: (321)-383-0366 A..e on this entwine or ozone pep I i.t peine this entwine, indicates.. ptonoe of professional D/A LEN. engineering re.pon.iblll W sol.le for the design sham. The.ultabillty and use of this entwine Fax:(321}-383-0382 Co..SAW.trwet.r. I.the r..ponsibiiity of the ilillding 05.19.e per i.A1/Tpl 10.0.2. DUR.FRC. 1 .25 JOB #: 21875 For more information see this Job•general notes page and these web sites: SPACING 24.D" SPEC ITVBCG: www.itwbog.00m: TPI: www.tpinst.org: VICR: wwww .•boind�stry.00m: ICC: w .loofe.oeg TYPE Job: (21875) /BREVRRD HOMES /OAK LANE - AZALEA / C3B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 138 (Effective 6/1/2013) The maximum horizontal reaction is 248# Top ohord 2x4 SP #2 150 mph wind, 15.00 ft mean hgt, 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 (t/-)-0.18 Lumber value set "13B" uses design volues approved 1/30/2013 by ALSC Right end verticol not exposed to wind pressure. Speciol loods Deflection meets L/360 live and L/240 total lood. Creep increase factor for dead (Lumber Dur.Foo.-1.25 / Plate Dur.Foc.-1.25) lood is 1.50. TC- From 56 plf of -1.13 to 56 p f of 11.33 TC- From 56 plf of 11.33 to 56 p f at 13.33 MWFRS loads based on trusses located of least 15.00 ft. from roof edge. TC- From 56 Of at 13.33 to 56 p f at 22.33 BC- From 20 plf of 0.00 to 20 p f of 7.33 BC- From 45 plf ot 7.33 to 45 p f at 15.33 BC- From 20 pit' ot 15.33 to 20 p F of 22.33 Wind loads and reactions based on MWFRS with additional C&C member design. f' 11'4" 1 2' 1 9' 1 =4X5 11 --5X8 42X4 =3X5 12 i3X ;" 6 u) in o m i0 C N U) In 1.0 U) i43X4(A iii 42X4 a -3X8 43 1 f' 22'4" 1 - 1 22'4" 1 R-1003# U-4334 RL-166/-96# W-8" R-9454 U-3944 W-4" (Rigid Surface) (Rigid Surface) LEFT RAKE = 1 ' 1"7 LEFT JIG 12'9"15 RIGHT JIG - 10'3"10 DESC. = C3B SEQ = 17296 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-201[0X)/010) OTY= 1 TOTAL- 1 REV. 15.01 .01C.0615IINIE -0.2500 ••WARNING(•• READ AND FOLLOW ALL NOTES ON THIS DRAWING( ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.O P s REF iron:: rrWlr. •tr.w. In fobrlootl herdll hlppl , In.f°111nq end broolnq R.Fr to end �/I,� follw lhe latest edition of SCSI (B�Ildlny wporw•t So�'.ty]nPoFrotlon, by TPI oro WTCRT for.°P.ty pmol lees prior to pe i'orning the..F„notlen.. shell P evld.t.rporery bro°Ine pr SCSI. TC DL 7 OPsf DATE 07-is 2015 pWir "I' U+I...noted otherwise, top ohord.hell hove prop.rl ottooh.d.lruoturol sheathing end bottom ohord (� MUSS OOD shall hove o properly ottoeh.d rigid ceiling. Location.shown for perwon.nt Iotrol restraint of web. BC DL 0•O P s DRWG .hull have broel� installed p.r SCSI ...tIen.B3, B7 or 810, o.applicable. Apply plot.. to eooh foo. t.,,..and position a shown hove end the saint Detail., unless noted otherwise. 0.Opsf Js R.fr to drowl 1608-2 for standard plot.position.. BC LL ITW Bullding'Conpory t.Group Ino. Moll not be Ible for any deviation from this drawing 3B20BabeiLan.-Tbm�.ue.Plo;ds-32783 failure to build the truss In conformance with Wb/TPI 1, or for hondling, .hipping, 10.tollotion TOT.LD. 37.OPSF I°.»al on this this er eowr listingthis drawl indicates so tone.of professional 0/A LEN. 220400 Ph: (321)-383-(368 engineering responsibility solely forrgthe design shown. The suitability mW il.o of this°dawing Fax:(321)-383-((3 for ong.truotwr. Is the r..penelbl l sty or the Building Designer per MAI/TPI 18.os. DUR.FRC. 1 .25 JOB #: 21875 For more lnfrnotlon... this job•general not.s peg.and the..web.It..: SPACING 24.0" CONN ITWBCG: we.ltwbog.00n: TPI: wuw.tpin.t.org: WTCR: ww.•boi try.eon: ICC: www.lac.ef..org 1 TYPE Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / C4 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 hgt ASCE 7-10 CLOSED bidq, not located within 13.00 ft from roof edge, RISK CRT II, EXP C, wind TC DL=4.2 psf', wind BC DL-5.0 Top chord 2x4 SP #2 :TB 2x4 SP #1: psf. GCpi (4/-)-0.18 Bot chord 2x4 SP #2 :B3 2x4 SP #1: Webs 2x4 SP #3 Wind loads and reactions bused on MWFRS with additional C&C member design. 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. (a) #3 or better scab reinforcement. Some size & 807.. 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. WARNING: Furnish o copy of this DWG to the Installation contractor. Speclol core must be taken during hondling, shipping and installation of trusses. See MWFRS loods based on trusses located of leost 15.00 ft. From roof edge. "WARNING" note below. Left bottom chord exposed to wind. I- 14' I- 9'8 .}. 5.8"—f3 3 1_S.I-4'4' I 3'9"8I B'2'9—i-I I■ X7 ./ `�SXB a 8 s . - `+15X8 TB m1 6 -[ irT IT _ gg O p 6 /5X' o) (o) ,,,,' y ^ (0 f\ f\ ogg 7 N CO N / I"'' I =3X5(A 1•I ., bXS 63 .13XS Al(6 -3X8 2 e4Xb �rA t 1 111 Ta � 1 i t - ./ 114X6(R) I- 13'10' I 35'2" I I 14' 211 34'10" I I- 49' 1 R-541# U-225# RL-304/-230# W-8" R-1313# U-322# W-8" (Rigid Surfoce) (Rigid Surfoce) R-1949# U-436# W-8" (Rigid Surfooe) LEFT RAKE = 1 ' 1"7 RIGHT JIG - 9'7"1 LEFT JIG 15'9"12 DESC. = C4 SE0 = 17199 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-21X17 FT/RT-20XI0X)/0[0) QTY= 1 TOTAL= 1 REV. 15.01 .0 1 C.0 6 1 E E =0. 1250 ••WARNING .. READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 2�.�PSf REF ••IMPORTANT•• FURNISH THIS RAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trues*.require ....we oars In tabrlootln9, handl) shipping, installing_and Peopinq Ref.r to and ��I�� follow the loieet edition or SCSI (Building Conpa.»nt s'�$b.tyF ..otlan, by TPI and WTCRT for or•ty TC DL 7 .OpSf' DATE 07-16-2015 �, pprrootlo.e prior to perror..Ing the.funotive I,rtolls shall pro.ld•t.wpar0ry band lag pier SCSI. RUSSwOOD s1,leu noted otop•r IW top ohrd.bol l hove proper) attached truaturol .n.att ,o and bot nt chord 10.0 s .hall how a proprly attached I Ia— 1171. hodntvar.haw Far prwa-nt IOtral estralnt ar w.b. BC DL P DRWG •holt hove broom. Inetollhd per SCSI ..orlon•83, 87 or 810, o•oppllnot d. RpplyN lutea to•oah roes (^ r trues and po.itlon asshorn ahoye and on the bunt D•tall•, unl.•s noted oth.ry 0,Ops JS of to drawl 1608-z for standard plot.position.. BC LL r ITV 8,.,ild ung aponents Group Inc. .1,011 not W Ible for ony andlot Ion rrow this draolrg 382080bbii�Ie-Tihsvele,Plarlaa-32983 onN failure o to build the trues in donrrnonoe with rRlf.. TPI 1, or for nand)lag, shipping, I,.etollol'Ian Ic�raoing of try..... TOT.LO. 37.Opsf 0/A LEN. 49 Ph: (321)-383-0366 A wool on this aroyl or eovr peg. Meting this dreying, Indloots.&sa pienee of profe.slenel Fx:(321)- £Mlrglner:wortw'srseth.ty solelyforthadssionn&Noun. Desiree y.w.M'ehr l lty end use or S. 2.ls drawl% DUR.FRC. 1 .25 JOB #: 21875 end For nor. innfMnationyee this,lob•ngeneral not„page and these web sites: SPACING 24.0" TYPE SPEC ITWBCG: w,o.Itobcg.000: TPI: ow.tpinet•org: w CA: o .sbolwww.ioceofe.org ICC: .Ioosot..org • Job: (21875) /BREVARD HOMES /OAK LANE AZALEA / C4BTHIS 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 het, ASCE 7-10, CLOSED bldg, not located within 9.00 ft From rooF edge, 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 loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values opproved 1/30/2013 by RLSC Right end vertical not exposed to wind pressure. 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 located at least 15.00 Ft. from roof edge. 11'4- {- 11' 1 -4X8 82X4 .3Xy a _ I Al 12 m 6 /3X - o 11111111111111111111111411111411141111144.- o in in in In I is •3X4(R A Li i. II —c - 82X4 . -. •3X8 83X111 f" 22'4- - 1- 22'4" -.1 R-905# U-202# RL-158/-72# W-8- R-844# U-300# W-4" (Rigid Surfooe) (Rigid SurFoce) LEFT RAKE = 1 '1"7 LEFT JIG C4112'9"15 RIGHT JIG = 12'6"7 SEO = 17300 PLT. TYP.-WAVE DESIGN CRIT-FBC201CRES/TPI-2007 FT/RT-20X(02)/0(0) QTY- 1 TOTAL= 1 REV. 15.01 .01C.061 SII1 LE =0.2500 414IWARNINOlim 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 Trusses •quq�it••mtrsm• In f°brlootl gg handlin1qg shipping, in.talil and broolnq Refer to and �,I►� follow the lot••t edition of SCSI (Banditng Cd:pon•nt Si)�•ty Infer otion, by TPI ord VTCB) for•of•ty Pit; no prior to per. tors t1,••.fuwtivr. IM}:I ito•1,011 prooid• temporary brooms pper SCSI. TC DL 7 OPsf DATE o7-16 zols RUSSWOOD inw. Unl•..noted.thgrols•, top°Mrig•doll hong prop•rl Locations foruperma •Moth)ng end batter,chord uJ shall booh.n.°br old°'i .toiI.d pair SI°giwf err 87 or 810"°:applicable.permanent 1°tgie41pi°"r::°iot.°fooh" a. BC DL 1 O.Ops(F+ DRWG of trues and por ion o shown above and on the Joint Details, anis••noted oth•rwnss. O O S r JS Refer to drawing! 1508-Z for standard plate positions. BC LL p ITV Building-Component•Group Inc. shall not be ibl•for any deviation from this drawing f 38208obtilas-Tdusvil1e,Flaide-32783 any fellur•to build the truss in conformance with ANS7/7P1 1, or for handling, shipping, in.tollo4lon TOT.LD. 37.Opsf L 6x001 of truss... 0/R LEN. 220400 Ph: (321)-3g3- 6 A.ss an this drawing or sever page listing this droving, indloot..a°°.ptenee et prof°sslonel 1 .25 J DB #' 21875 engineering reepon.iblll?yr�.»I for the design fi. TMgw'ta ilityleennddlu�s of this drowing OUR.FAC. Fax:(321383-0062 for .twoti/re is the obi i it of the Building Designer Pd For more information gee this job•g n•raI notes pogo and these web site.: SPACING 24.0" COMN 17VBCG: ww.itwbog.com: IPI: www.tpin.t.org: TCR: ww.eboi try.0om: ICC: www.ioosof..ore TYPE Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / C5 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 meon hgt ASCE 7-10 CLOSED bidq, not located within 13.00 ft from roof edge, RISK CRT II, EXP t`, wind TC DC-4.2 psf, wind BC DL-5.O Top chord 2x4 SP #2 psi'. GCpi (+/-) 0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loods and reactions bosed on MWFRS with odditlonol C&C member design. Lumber value set "138" uses design volues opproved 1/30/2013 by ALSC 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 & BOX 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 Foctor for deod loud is 1.50. WARNING: Furnish o copy of this DWG to the instollotion contractor. Special core must be token during hondling, shipping and instollotion of trusses. See MWFRS loads based on trusses located at least 15.00 ft. From roof edge. "WARNING" note below. Left bottom chord exposed to wind. 1 16' -r 9'8" P.4:14•--6'11"14-,-1-,--7'9"8--4.--6'2"9-.-1 0 R s XB J T 4G A =3X4 45X- T I 4X4 12 = e5X8 .r;.6 if) y m . i3X = (0) (0,„„, i I _ _ m ` - ' a1 in i_ �,(X Ii4X8 -. 15 _ XFS 413X1, 4X6 I� .-3,3x5(R 1''T 11 nRxs'1 1 111 ll / . / 14X602) 1-.-----------13'10" 331 35'2" 1 • 1 13'11" _+}- 34'10" 1 1 49' -{ R-551# U-226# RL-291/-231# W-8" R-13245 U-292# W-8" (Rigid Surfoce) (Rigid Surface) R-1921# U-370# W-8" (Rigid SurFoos) LEFT RAKE = 1' 1"7 LEFT JIG - 18'0"9 RIGHT JIG = 7'4"6 DESC. = C5 SEO = 17203 PLT. TYP.-WAVE DESIGN CRIT-F8C2010RES/TPI-2007 FT/RT"207E0X)/070) OTY= 1 TOTAL= 1 REV. 15.01 .01 C.061 5OPEE —0. 1250 •.WARNINO •• READ ANQ FOLLOW ALL NOTES ON THIS DRAWING I TC LL 20.Opsf REF ••IMPORTANT.. FURNISH THIB RAW1ING TO L CONTRACTOR INCLUDING THE INSTALLERS. Trwees r.quIH.m 1nYM OOre In fabrlootl handle ehl ppinq, Ineiallland braol q R.f.r to and �/�� follw th. Iat.i .ditlon of SCSI (Building C2npaent s"2Fgt`InfoFrot,on, by1iPi and VTCfT'FOr eaf.ty TC DL 7.0 sf' DATE 07-16-2015 Ma pr ootloss prior to p.rforwlny thea.Funot Ion.. Inetollere poll proved.temporary broolnB per SCSI. Op sr &lol l one a properly top.hard sdoe l hong prLocat n.shown truperrol nt.loteno and train ohord BC DL 1 O.Ops USS aholl hon.o properly tolled d rigid o.otlo L000tporr shown For permanent lateral restraint o{'webs DRWG .boll hove brooms l per SCSI section.B3, B7 or 810, as oppllnable. Apply plot.. to each Foo. of trues and position as eh.wn above and rN the Joint Details, well...noted othewi . 0.0 ST[� JS Refer to drawings 1608-2 for stondord plate positions. BC LL 0.0p sr Building-Components Grow. Ino. .boll not be responsible for any deviation From this drawing 3820Babbilar-TihavOle,Flaida-32783folium to build the truss In oonforno.with RNB/TPI I. or for hondling, shipping, installation °«1 on this erero :rowing o. OP sever peg. listing this droving, Indloet..aoptonee of prof...lonol TOT.LD. 37.OPsf 0/R LEN. 49 Ph: 020-383-0268 A .ngln..reng r..pon.lbllIt wl.ly for the demon.hewn. Th..ultabillty end as.et this drawing Fax:(321)-3a33-0362 for.ng strwetwr. is the r..pa.lbi l ity of the Bul Iding D..Ig,er per ANBUTAI I toe.t. DUR.FAC. 1 .25 JOB #: 21875 For more information..e this yob.general notes page and these web sit«: SPACING 24.0" SPEC ITVBCGI ww.ltwbog.00m: TPI: ww.tpinet.org: YTER: www.sbol try.°om: (CCI www.l°o.or..°rg TYPE Job: (21875) /BREVRRD HOMES /OAK LANE - AZALEA / C5B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (EFFeotive 6/1/2013) 150 mph wind, 15.00 Ft meon hagt, ASCE 7-10, CLOSED bldg, not locoted within 9.00 Ft From roof edge, RISK CRT IT, EXP C, wind TC DL-4.2 psF, wind BC DL-5.0 psf. Top ohord 2x4 SP #2 GCpi (t/-) 0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads and reactions bosed on MWFRS with odditionol 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. DeFlection meets L/360 live and L/240 total load. Creep increose factor For deod Bottom chord checked For 10.00 psf non-concurrent live lood. lood is 1.50. MWFRS loads bused on trusses locoted of least 15.00 Ft. From rooF edge. 13'4" 1 9' -{ s:.: -3X4 112X4 -r 12 iSX�G. y O 6 . O N O In. N N n f\ -3X4(8 _ 'EJ r- gg� iii _ 112X4 -3X5 -3XB 114X6(R) I- 22'4" { F= - 1- 22'4" -{ R-905# U-182# RL-183/-80# W-8" R-844# U-292# W-4" (Rigid Surfooe) (Rigid Surfoce) LEFT RAKE = 1 ' 1"7 LEFT JIG - 15'0"13 RIGHT JIG = 11 '4"15 DESC. = C56 SE0 = 17304 PLT. TYP.-WAVE DESIGN CRIT-FBC2OIORES/TPI-2C07FT/RT-20Z(OS)/0(0) OTY- 1 TOTAL- 1 REV. 15.01 .01C.061BDFLE -0.2500 ••WARNiNG •• READ AND FOLLOW ALL NOTES ON THIS DRAWING!••IMPORTANT•• FURNISH THIS DRAWING TO RLL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 2 0. O p s f REF //11\� Trus...r Ir.extreme oar in fobr loot Ing, bondlin9 .h 1pping, Instollinq nd broolnq Refer.: to and (� //\I// � folio the lofost . ltlon of BCSI (Bullding Component S1J.ty ,r motion, by 7P7 and MCAT fr;amity TC DL 7.Opsf DATE 07-16-2015 /f �, prootl0•s prir to p.rfrning the.ruwtive IN,ollr..holl proved.t.rporory handl ry pr SCSIBC 1 (� IRUSSwOOD shall.notal properly taped rd dal I hang propyly shown tr permol d..athiret and bottom chord DL 1 OOPS( .hall have o properly tolled p rigid wi I er t leoetlaor B10, Pr pl loobhlt IOteral tro int of b. DRWG shoji have brool no Ir-tolled per SCSI tion.83. 87 r 810, e.oppleoobl.. Rpply plate, to lash webs of taw.and pog171on o .horn oboe.and the Joint D.tolI., "mile,noted otlwrT.g. 0.O s r. JS R.PIT to droring. 1608-2 fr.tondor. plot, obe responsible. BC LL P r ITV Bill ldto that.Croup Ino. .roll not beI, fr.any deviation Crow this droulrlo f� 3620 BoDbi[wI.-7'i(IaeiLs.Flvida-32783 ny�'nrnallg o to build the tau., In oonrrrono.with ANSI/IPI 1. or for handling, .hipping, Irma11a�1on TOT.LD. 37. 0psi L B cool own trusses. {dews r cover lata this drorl indi.otr tone.of professional 0/A LEN. 220400 Ph: (321}383-0366 "� sop ^S Theet OendP Pad' .melena ln0 resp. l a y.p weld foe 1M dwagn shown. Designer p..suitability and us*of 2. dreVing H.:(321)`363-0862 re,any structure is the r..pon.Tbl l lty of the Sri(ding Designr pr ANSIR►I 1 Sw.2. DUR.FRC. 1 .25 JOB # 21875 For more InfrwotIon see this Job.general note,puge and theme web altos: ITVBCC: rru.itrbog.00w: TPI: uw.tpin.t.rg: VTCB: rw..boindi.try.aom: ICC: uw.ioosai..org S P RC I NG 2 4.D" TYPEC 0 M N Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / C6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effeotive 6/1/2013) 150 mph wind, 15.00 Ft mean hgt ASCE 7-10 CLOSED bldg, not located within 13.00 ft from roof edge, RISK CIT II, EXP l�, wind TC DC-4.2 psi', wind BC DL5.0 Top chord 2x4 SP #2 psi'. GCpI (4/-)-0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads and reactions bosed on MWFRS with additional C&C member design. :Rt Slider 2x4 SP #2: BLOCK LENGTH - 1.594' (o) #3 or better scob reinforcement. Some size & BOX length of web member. Lumber value set "13B" uses design values opproved 1/30/2013 by ALSC Attach with IOd Box or Gun (0.128"x3",min.)noils 0 6" OC. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead Bottom chord checked for 10.00 psf non-concurrent live lood. load is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Special core MWFRS loads based on trusses located of least 15.00 ft. From roof' edge. must be token during handling, shipping and installation of trusses. See "WARNING" note below. Left bottom chord exposed to wind. f..-__ -- - 18' 1- 9'8" _I 4'12'11"14, 16'0'1 -{ ts° 8 I T IP R 3X4 o5X `3X6 a4X4( 12 3X4 I Iy m 6 � =o) `. — in , \ ,,,,,,''„''''''''' cc m '3X- 0 7 sax 5 5 i- a aa rX °�a0f �,; �X4I �3Xl1 14X6 3X8 3X1] � (b #LX4 >14X41E t 2.8-3 •i_ �3-3xs cA 1i '1 1 14X6(R) 1...----------13.11)" -I 35'2" }- 13'11" 'Ti- 34'10" -{ I 49. 1 R-553# U-274# RL365/-347# W-8" R-1319# U-219# W-8" (Rigid Surface) (Rigid Surface) R-19235 U-275# W-8" (Rigid Surface) LEFT RAKE = 1 ' 1"7 LEFT JIG = 20'3"6 RIGHT JIG - 18'3"7 DESC. = C6 SED = 17208 PLT. TYP.-WAVE DESIGN CRIT-FBC2OIORES/TPI-2007 FT/RT-20X(DIl/0(0) OTY= 1 TOTAL- 1 REV. 15.01 .01 C.081 ELID D.E =0. 1250 ••WARNINGI.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 2O.OpSf REF ',IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trus... r. •tr... In fats-looting, handling, hipping, Install) and broolrq R.f.r to and tl►� follow the require edition of SCSI (Building pon.nt Safety Informotlon, by TPI and YTCRJ for f.ty TC DL 7.Opsr DATE 07-16-2015 a.. prootlo..prior to p.rforntny IN...fwnotlay. I.rtoIlsr.sMll provlds t..porory broolnS per BCS1. I.w rot.d oth.rvlw, top chord.1,011 how.prop..-1 ottoohed.lr.otwrol .h.othtn8 and both..oho.-d RUSS OOD shall how. properly attached rigid ceiling. location.shown for p.r.on.nt Iot.ral restraint of web. BC DL 1 O.Ops DRWG shall how.brool installed per SCSI ..otlon.83, e7 or 810, o.oppliacbl.. Rppl4 plot.. to.00h foo. [� of true.and position o shown bow.and the Joint Detail, unless noted oth.rwts.. O.O S T JS Refer to droving. 1608-Z for stondnrd plot.positions. BC L L P ITV But lding o.parnt.Group Imo. shall not be ibis for any deviation fro^this drawing 3820Bobbilait-Tihavt.,Florida-32783 failure to build the truss in oonforn°noe with rRNS/TPI 1, or for handling, .hipping, installationIL TOT.LD. 37.Opsf 49 A°seal ong wn this°*'owlnR or.ower peg. II.tl this drawl liwloot.e torso.of 0/R LEN. M: 020-380,0366 .ng,rr.rlrg respon.lbi l ity sell for the d..lpn.howl. The suitability Ity and us.or thls�drowinp i y DUR.FRC. 1 .25 JOB #: 21875 Fax=(321)383 OOEL ver ony atrwtwr. I. the rTbl Iffy of t1,.Eul ld lrg D.Desire,. r RNBI/TPI 18.e.2. p For nor.. information s.. this job.g..rol not.s page and the.e web sit..: SPACING 2 4.0" SPEC ITVBCG: ww.itwbog.00.: TPI: ww.tpinrt.org: YTCR: www.ebolndostry.00.: ICC: www.loosof..org TYPE Job: (21875) /BREVRRD HOMES /ORK LANE - AZALEA / C6B 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 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 n.Wind loads and reactions based on MWFRS with odditionol C&C member design. Webs 2x4 SP #3 9 Lumber value set "13B" uses design values approved 1/30/2013 by RLSC Right end verticol not exposed to wind pressure. 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. lood Is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. F. 11'9'8 I _ Maw /SXii N 12 N N N t t fD (D co co tD CO 6 177. =3X4(R 111 i _� ■ 1111 1 112X4 14X5(' F. 11'9"B 'f 1' I 11'9'8 R-508# U-67# RL-163/-74# W-8" R-443# U-125# W-5-8 (Rigid Surfooe) (Rigid Surfooe) LEFT RAKE = 1 ' 1"7 LEFT JIG — 13'4"2 RIGHT JIG — 12' 11"1 DESC. = C6B SEO = 17260 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20T(Or)/0(0) OTY= 2 TOTAL= 2 REV. 15.01 .010.061.IBULE =0.3750 ••WARNINC�•• READ AND FOLLOW ALL NOTES ON THIS DRAWING( TC LL 20.0psf REF ••IMPORTANT•• FU NII H THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru.... ire.nir.no oar. In fabricating, handling hl I , In.talll and brooing Refer to and �/�� follow the infest edition of SCSI (Building Canpa»nt soFety 3pi•fanatlon, by SPI and WTCR7 for wf.ty TC DL 7 •0psf' DATE 07-16-2015 �T C=::oes prior to prfrning the..sono,torr. In.tollre.NII provide t.nparory oroo ln8 per SCSI. Ri13SW "t" noted albs.l es, top chord.hal I hay.properly ottaohed.truoturol .Nothing and bottom ohord 1 O 0 Sr+ RUSS have a properly ottoohed rigid calling. Locatiwr.hour for permanent lateral restraint of web. BC DL 1 p i ORWG .hall have broodnp Inntolled per SCSI tions BD. B7 Bl o, P.applicable Rpply plat.. to each foes of trw..and po.iTlp.a..hor. rove oM the.,Dint Detel I., unless noted otherwise. 0.Opsf Js Ref.r to 0' 1608-z for.tondard plot.poo tlan.. BC LL ITh Bur ldrn build tent.Group Ino. .NII not b. TH 1, for ony andlotlon frau tnl.drawing,to 3620 Bobbi leer-Tihavm..Florida-32Te9 any failure to bus Id tM true. In oonfornono.with PRISI/TPI 1, r for handling, .hipping, I,r,al lIan TOT.LD. 37 .0psf 110908 L bracing of trues... 0/R LEN. Ph: (321)-383-0366 R.eel on thls drawl or aevr pop. Meting this dewing, Indloot.. a .ee.ptw .of professions! es .n$lnring responsibi ley solely fee the design shown. The suitability and w.o of this drawing OUR.FRC. 1 . 25 JOB #: 21875 Fax:(321)-363-0362 for erg strueturs I.the responsibility of the Building Designer per RNB1/TPI 1 Bsa.2. For nor. Information..e this job.wgeneral not.s pogo and these web sites: SPACING 24.0" TYPE MONO ITWBCG: www.stwbog.00n: TPI: w .tpinrt.org: VTCR: www..bol www.icceofe.org ICC: w .loo.ofe.org Job: (21875) /BREVRRD HOMES /OAK LANE - AZALEA / C7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (EFFective 6/1/2013) The maximum horizontal reaction is 393# Top chord 2x4 SP #2 150 mph wind, 15.00 ft mean hgt ASCE 7-10 CLOSED bldg, not located within Bot chord 2x4 SP #1 :B2 2x4 SP M-31: 13.00 Ft From rooF edge, RISK CAT II, EXP C, wind TC DC-4.2 psF, wind BC DL-5.0 Webs 2x4 SP #3 :W3 2x4 SP #2: psf. GCpi (+/-)-0.18 :Rt Slider 2x4 SP #2: BLOCK LENGTH - 1.733' (o) #3 or better scab reinforcement. Some size & 80X length of web member. Lumber volue set "13B" uses design volues approved 1/30/2013 by RLSC Attach with 10d Box or Gun (0.128"x3",min.)nolls 0 6" OC. Special loads WARNING: Furnish a copy of this DWG to the installation controctor. Speciol core (Lumber Dur.Foc.-1.25 / Plate Dur.Foc.-1.25) must be token during handling, shipping and installation of trusses. See TC- From 16 plf at -1.13 to 16 p F at 11.39 "WARNING" note below. IC- From 16 plf of 11.39 to 16 p F at 20.00 TC- From 16 plf of 20.00 to 16 p F at 29.67 TC- From 16 plF at 29.67 to 16 p f at 31.50 TC- From 16 plf at 31.50 to 16 p F ot 38.40 TC- From 16 plf at 38.40 to 16 p f at 49.00 BC- From 40 plF of 0.00 to 40 p f of 10.46 BC- From 40 plf at 10.46 to 40 p f of 23.96 BC- From 40 plf at 23.96 to 40 p f of 35.00 BC- From 40 plf at 35.00 to 40 p F of 49.00 BC- 110.00 lb Conc. Load at 10.46 Wind loads and reactions based on MWFRS with odditionol C&C member design. Calculated horizontal deflection is 0.17" due to live load and 0.23" due to dead load. 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 ot least 15.00 Ft. from roof edge. F• 20' 9'8"-+10I 17'6" -.4 ax X7 T - IX412IT m � 6 p / P s f3X73X. 2X4 co co0 034X4( `I _ - _ �3 of 11.0. ��: low FF} T3 „or 1=3X10(8, I.1" (8 -. 6 ;' B 1dU8 3X4 -5XS(E l� 2'1 .dX1U I � 11 -3X6111 I1 F 49- i 1....-----9•11-8 -Ii 38'6"8 1 F*--10'5"8 1 38'6"8 -{ 1103 R-2006# U-675# RL-393/-375# W-8" R-1870# U-6641$ W-8" (Rigid Surfooe) (Rigid Surface) LEFT RAKE = i ' 1"7 LEFT JIG - 22'6"3 RIGHT JIG = 19' 11"8 DESC. = C7 SEO = 17212 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-202[021/0(0) OTY= 1 TOTAL- 1 REV. 15.01 .01C.0615DNLE -0. 1014 ••WARNING]•• READ AND FOLLOW ALL NOTES ON THIS DRAWING] ••IMPORTANT•• FURNISH THIS DRAWING TO RLL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.O p S F R E F Tru...s quire strew.*ore In rabrlootirg, handling hi I,g, in.tollinq ond brae) Refer to and /�� follow the require edition or BCSI (Building Component surety Information, by IPand VTCw'for ret, TC OL 7.0 sf DATE 07-16-2015 Bprrood oN prior to p.rrorning -7:funatlon.. IMToll.r..hull provide temporary broolnB per SCSI. Op sr rated oth.rwl.e, top hard dali hove proper)l1 ottaoh.d.truoturol .Mathing and bottom oho.-d ii USS DOD shall hove properly attaoh.d rigid oiling. Locations shown ror permanent lateral restraint BC DL 1 0.O p S f DRWG .boll hove bractIq installed per SCSI tion.83, B7 810, o.opplioobl.. Apply plot.. to.00h fou /� or truss and position o shown above and the Joint Details, unless noted otherw!w. 0 O S i JS Refer to drow)ny. 1608.2 for standard plot.position.. BC LL p ITV Building owpon.nt.Group Ino. .hell not W responsible for any deviation from this drawing 3820 Bobsisle-Tihnvi'B..Florid.-32783 any follwr.to build the fru.. in oonforoanoe with w,s11, or for handling, .hipping, In.tollotion TOT.LD. 37 .OPsf` 0/R LEN. 49 L doing of true.... Ph: (321}383-Gm6 ,rt.., en this dreain8 or.over pan. !Wine this drawing, indicates...splen et professional sigt ing responsibility solely ref the d.slgn yawn. The suitability end Iuss of is cowing DUR.FRC. 1 .25 JOB #: 21875 Fax:(321)-383-0362 for struetura is the Tbilit Sc the Building0..t For wore information s tilt.job•general not„pgeand the..web.It..: SPACING 24.0" SPEC ITVBCG: ww.itwbog.00n: TPI: ww.tpin.t.org: TCR: ww..bol try.00,: ICC: ww.ioosor..org TYPE Job: (21875) /BREVRRD HOMES /OAK LANE - AZALEA / C8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) The maximum horizontal reoction is 376# Top chord 2x4 SP #2 150 mph wind, 15.00 Ft meon hgt ASCE 7-10 CLOSED bldg, not located within Bot chord 2x4 SP #1 :B3 2x4 SP #2: 13.00 Ft From roof edge, RISK CAT II, EXP C, wind TC DC-4.2 psf, wind BC DL-5.0 Webs 2x4 SP #3 :W3, W4 2x4 SP #2: psF. GCpI (+/-)-0.18 :Rt Slider 2x4 SP #3: BLOCK LENGTH - 1.644' Colculoted horizontal deflection is 0.19" due to live load and 0.27" due to dead Lumber value set "136" uses design values opproved 1/30/2013 by RLSC lood. Special loads (o) #3 or better soob reinForcement. Some size & 80X length of web member. (Lumber Dur.Foc.-1.25 / Plate Dur.Fac.-1.25) Attach with 10d Box or Gun (0.128"x3",min.)noils 0 6" OC. TC- From 16 pH. of -1.13 to 16 pif of 11.39 TC- From 16 Of of 11.39 to 16 pIF of 20.88 Deflection meets L/360 live and L/240 total load. Creep increase factor For deod TC- From 16 pif of 20.88 to 16 pIF of 32.46 load is 1.50. TC- From 16 pIF of 32.46 to 16 pIF at 38.40 TC- From 16 pIF at 38.40 to 16 OF at 49.00 WARNING: Furnish a copy of this DWG to the installation contractor. Special core BC- From 40 pif at 0.00 to 40 pif at 9.46 must be taken during hondling, shipping and Installation of trusses. See BC- From 40 pIF at 9.46 to 40 pif at 22.96 "WARNING" note below. BC- From 40 WC' of 22.96 to 40 pif of 35.00 BC- From 40 pif at 35.00 to 40 Of at 49.00 MWFRS loads based on trusses located of least 15.00 Ft. from roof edge. BC- 110.00 lb Conc. Load of 9.46 Wind loods and reactions based on MWFRS with additional C&C member design. I-. 20'10'8 -I- 11'7' -I 16'6"8 -I 0 R i1'X4 Is X8 -r i3X `�SXB 12 o) I I 6 0.3X. �,I'I t t 13X7 2X4 in m /4X W4------' / �X ) 0(�g� aH0514 -----� ♦ I�' T too"- .3X10(8., t` a a: a a ' 1� 2'8I'3 10(B1 I 1:r 83 11 1 a3X1U I- g 49' I F• -8 '11"8--I I-` 39'6"B "I I- 9'5"8 1 39'6"8 "{ 110. R-2008# U-674* RL-376/-357# W-8" R-1868# U-666# W-8" (Rigid Surfooe) (Rigid Surface) LEFT RAKE = 1 ' 1"7 LEFT JIG = 23'5"15 RIGHT JIG - 18' 10"11 DESC. = C8 SEQ = 17216 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20X(DX)/0(0) OTY= 1 TOTAL= 1 REV. 15.01 .01C.061 EOFEE =0. 1250 ••WARNING!•• 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' R E F Tru•••• • ire.....no In fobriootl hondll shipping, In•tolll and Drool R•f•r to and �/�►� toll.,the require edition of BCS( caul lding ca.pan.nt sab•tyXnfai..btlon, by"�PI ane..,m ear.af•ty TC DL 7 .0 sf DATE 07-16-2015 ,� pr Dotlo.e prior to p.rforeing ih...l.., iono. Ir.tall.r..1.011 provide t.npororui,breoing .r BLS.. •Op sr Unl••o noted oth.wl.., top chord.1.011 hove prop.,'ly ottoohwn f ruotu,'al nt lateral ono restraint ohord BC DL 1 O.O P s r .hall Nov.o properly attached I id ceiling. 13,,87oro.hour for pernon.nt lateral plates nt of webs ORWG .holt Nov broolnq Inetoll•d per SCSI .•orlon.83, 87 or 810, an opplloobl•. Apply plotp to 0501.Foos f tru.s and pw ITlon o..Noun Dov end th.Joint 0•tol ls, .,nl•.•noted oth•rrTea.°a•fIT to ilwino. 1601-z far.tondo.-d pier.po.itlono. BC LL O.OPSf JS ITV Building Deponent.Group Ino. .boll not be e.pon.ibl.for ony desiotionion f.on this droving 38208obbi Lary-Tituevfle.Fo,ide-32783 ony foil.,,'.to build t1..,'rues In aonfornonoe with MSI/TPI I, or for handling, .hipping, in.tollotion i ..�ol of true.... TOT.LD. 37 .Opsf' 0/R LEN. 49 ph: (321)-383-(X A... en 1111.drool ar 0005.'peg. listing this dnoying, (ndieotes seeptonb.of prof...lonol - engineering responsibility.el.l for the design shorn. The suitabilityend use of this awing 1 .25 JOB #' 21875 Fax:(321)-3883-0362 for eny.frueture is the responsibility of the Building Designs.per ANImI 1 8.0.2. DUR.FRC. For nor. infornotion... this job•general notes and these web.it..: ITVBCG: w".lt.bog.00e: TPI: wr.tpin.t.org:VTCB: www.sboindp/ry.tom: ICC: uw.Ioo.af..org SPRC I NG 24.0" TYPE IPS -411111811118811, -,..t t • Job: lel.- Job: (21875) /BREVRRD HOMES /OAK LANE - AZALEA / CJI 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 bidqq, L000ted anywhere in roof, RISK CIT II, EXP C, wlnd IC DL-4.2 psf, wind BC DL-5.0 psi'. Top ohord 2x4 SP #3 GCpi (+/-)-0.18 Bot chord 2x4 SP #3 Wind foods and reactions based on MWFRS with odditionol C&C member design. Lumber value set "13B" uses design volues 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 total load. Creep increase factor for deod lood is 1.50. Left bottom chord exposed to wind. R--14# Rw-24# U-27# NAILED m 612 -2X4(A !�'m 0 0 0 z 110.622104 MOIEMBRII I---1' -1 1• -.I R-151# Ru-158# U-87# RL-39/-28# W-8" (Rigid Surface) R-11/-2# NAILED LEFT RAKE = 1 ' 1"7 LEFT JIG — 1 '3"12 RIGHT JIG - 2' 1"11 DESC. = CJI SEO = 17099 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-207(0X)/0(D) OTY— 6 TOTAL- 6 REV. 15.01 .01C.0618ONLE —1 .0000 e.WARNINGIee READ ANO FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.0psf REF eeIMPORTANTee FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru..a require extreme pore In fobrioad.g, handl) .hsp I instolllq and broos R.F.r to and �4 Follow the latest edition of BGS! (Building'Cenpo...nt 7=ty!it;o8r.et.an, by TPI ane vTcw'For.oF.ty TC DL 7.Opsf DATE 07-16-2015 praat la«pylar to performing the«funotlo r. IMtOIIMe male prev id. tenporery braa.ng per SCSI. Ri1SSwOUD .l,l«noted properly top ohord.MII /wve Prop.rl attached irwt.rol .h«thing and bot ton ohortl .hall hove a properly otteohep rigid ceiling. 83, 87 or 810, For p.raonent lateral ot..tont of ufoo BC DL 107 0.Op s f DRWG oMll have bracing Installed per SCSI .dation B3, B7 or 810, o.applicable. Apply plates .00h face [� of true d p«iTion -Z ro,-n boor ops on the Joint Details, unities noted othervT«. 0.OPS! JS R.r.r to d'art 1GOR-z ray m;Ino. Plat.P«Iden.. BC LL ITV guilding uild the truss Ino. shall not W Ib 1, for any deviation hipm this n.todroviry 3620 Bobbi Lsr-Tet noi'Os.Flo.ida-32783 ony failure to bused the true In oonforwno.with MJG/TPI lr or for handling, shipping. In.tollo�son TOT.LD. 37 .Opsf 1 (.6raal or trusses. 0/R LEN. Ph: (321}303-*X366 R seal on this i-oal or cover peg. listing thes droeing, indicates eee.pten«of pref...lenel Fax:(321)363 U062 ln..r:9rrt..eoonai*�y solely for the design she..,. TM.,,itobl l Ityy end w of this droving DUR.FAC. 1 .25 JOB #: 21875 any s .0 responsibility of the Building Designper RNBI/T►I l 8 .2. For ware Information.« this fobs general not.s page and these.-b sites: SPACING 24.0" JACK ITVBCG: wmw u.Itwbog.00n: TPI: . ..tp.net.org: TCRww • u ..boInd stry.00n: ICC: u .loo.of..org TYPE Job (21675) /BREVARD HOMES /OAK LANE - AZALEA / CJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) 150 mph windl 15.00 Ft meon hgqt ASCE 7-10, CLOSED bldg, Locoted anywhere in Top ohord 2x4 SP #3 roof', RI�KOL CRT II, EXP C, wino TC OL-4.2 psf, wind BC D5.0 psF. Bot chord 2x4 SP #3 Wind loods and reoctions bosed on MWFRS with additional C&C member design. Lumber volue set "13B" uses design volues approved 1/30/2013 by ALSC Bottom chord checked For 10.00 psF non-concurrent live lood. Deflection meets L/360 live and L/240 total iood. Creep Inoreose foctor For dead lood is 1.50. Left bottom chord exposed to wind. R-6411 U-41# NAILED T M T P 12 m 0 6 p o N In I M m 22X4(8 N N -1- -L I-1• 3' -{ R-193# Rw-195# U-83# RL-78/-36# W-8" R-51# Rw-66# U-26# NAILED (R191d SurFoce) LEFT RAKE = 1 ' 1 "7 LEFT JIG - 3'6"4 RIGHT JIG - 4' 1"10 DESC. .c CJ3 SEC = 17103 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-200(0X)/0(0) CITY... 6 TOTAL- 6 REV. 15.0 1 .0 1 C.0 6 1 E E -1 .0000 ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.OPSf REF ••IMPORTANT•• FURNISH THIS DRAWING TO RLL CONTRACTORS INCLUDING THE INSTALLERS. Trusses ire e.trawe oars in fobrlootl q handle shipping, install) nd brool Refer 10 and �/�� fallow the require edition of SCSI IBullding c$opan.nt sn$F.ty)nfo.nateon, by�T I and RICA))'for safety TC DL 7 .OpSf DATE 07-16-2015 �N 77 b Pr ootloM prior to performingfunotlons. metalIo.' .poll proved.iswporory brooing per SCSI. f� RUSSIMOOD .00 r rated properly attached top dori idolI lona prLooati o ..moon Frupermal nt latera ore restrainttran ohord BC DL 1 O.OPS} aholl hove o properly p rigid gelling. B3, B??o. shorn For parwonant lateral ot.. to of.,abs DR W G shell hove broolnc entailed per SCSI sootier B3, B7 810, os opplleoble. Apply plates eooh Coos and p Veen O. ar s ndve Ond On iM.101n1 �e}OI I., Nile/.noted O}MrYTN. F' Refer to lidin'•s 18pein far stonto. plots nosetepr. BC LL 0.OPSi JS ITV Building log owdothetI Group Ino. shall not be ID 1, for any ondling, from thee n.tolla 3620 IIobbilore-7'rtrevela.Florida-32783 onN fel euro to build the truss In oonforw,ws with W1S/TPI 1, or for handling, shipping, installotion TOT.LD. 37.OpSf' c D ool Of this '. O/R LEN. 3 Ph: (321}383-0366 A Wel on this drawlng or oovsr pegs listing this drawing, Indlaetee eaosptenas of professional engineering responsibility solely for the design shown. The sultobllltyy end use of this drawing OUR.FRC. 1 .25 JOB #: 21875 Fax:(321)-383-0362 tee any struotwv is the rssponsTbll ity of the Bviidlng Os.lyne.per RNBI/T►1 I $.o.2. For more InforwatIon see this Job.g.neroi rotes poge and thsb sites: memmemwww.it.bog.00w: TPI: www.tpinet.org: vTCR: ww..bolthee. web ICC: www.eao.afe.arg SPACING 24.0" TYPE JACK • Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / CJ5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Volue Set: 136 (Effective 6/1/2013) 150 mph wind, 15.00 ft mean hat, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL-4.2 psf, wind BC DL5.0 psf. Top chord 2x4 SP #2 GCpi (+/-)-0.18 Bot chord 2x4 SP #3 Wind loads and reactions bused on MWFRS with odditlonol C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep Increase factor For deod load is 1.50. R-119# U-79# NAILED T "T • P 12 P 0 817' 0 (11 (y N ii M m in (D 1.12X4(A T I_ 1 1 -1' 1- 5' R-262# U-81# RL-116/-45# W-8" R-89# U-8# NAILED (Rigid Surfoce) LEFT RAKE = 1 ' 1"7 LEFT JIG - 5'9"1 RIGHT JIG - 6'1 "10 DESC. = CJ5 SEQ = 17248 PLT. TYP.-WAVE DESIGN CRIT-FBC2000RES/TPI-2007FT/RT-20X(OX)/ 0(0) OTY= 2 TOTAL= 2 REV. 15.01 .01C.0618IINIE -0.7500 **WARN N READ AND FOLLOW ALL NOTES ON THIS DRAWING( TC LL 20.OpsF REF ••IMPORTANT•• FURNISH••HIS DRAWING TO RLL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require .trews In fobriooting, handle hl I , Install) and braol Refer to and �/�� folia„the lto •eition of SCSI (Building Dowpa..ent S6foty Infooriwotlon, by"`liP) and VTCRRY for softy TC DL 7.OpsF DATE 07-16-2015 �.n pr ootloes prior to perforning thew LanaiI rr. In.toll•re d..11 proviw tewporwy brooi per SCSI. RUSSWUUD Unls..nota properly tap shard.hal l hone prapcat hes or permanent and bn$tton ohord BC DL P DR41G eMll hove a properly ottoohed rigid ceiling. Locations shown for p•rwnMt I I wlrolnt of tool's 10.O sF shell hove brooi installed per SCSI .•odors 83, B7 or BID, a.applicable. App) plates to esoh Coco aP truss d 171on a..Irw. boys and on tho Joint Detail., unless noted other„Tw. aster to and )OOP-z for.tondoro plat.pesitlorr. BC LL 0.OpsF JS ITV B,.ilding owponent.Group Ino. shall not W n.ibl•fen any deviation from this droving 31320 Bobbi Lets-Tilisvilla Rkeids-32783 ny folluro to build the trues In oonformono•with ANS/TPI 1, or for handling, .hipping, InstollotIon o brooing of tr.w.. TOT.LD. 37.OpsF 0/R LEN. 5 Ph: (321)-383-0366 A seal on this droning or Cover pogo listing this droving, indicates eoo.ptenoe of professional engineering responsibility solely for the design shorn. The wltablllty and wso of this droving F.:(321)383-0362 roe sty.twrothew etwr. is th. .poneIbility of tbuilding Designer per ANSI/TP! I B .2. DUR.FRC. 1 . JOB # 21875 For more Information see this job•ga.erol rotesand ` these web sites: MRCS: www.ltvbog.00w: TPI: www.tpus .org:YTCR: uw..bo nndustry.00m: ICC: www.loowf..or9 SPACING 24.0" TYPE JACK Job: (21875) /BREVRRD HOMES /OAK LANE - AZALEA / EJ5 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 meon hat, 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 (+/-)-0.18 Bot chord 2x4 SP #2 Wind loods and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design volues 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 totol lood. Creep Increase factor for deod lood is 1.50. Left bottom chord exposed to wind. R-1198 U-768 NAILED A- T - • P 12 P 2 6 p o o fV N . ( ('1 M M M e2X4(A M__ ►�� .L F--1' S' R-262# Rw-2648 U-101# RL-116/-45# W-9" R-90# Rw-120# U-50# NAILED (Rigid SurFoce) LEFT RAKE = 1 ' 1"7 LEFT JIG - 5'9"1 RIGHTS J = IG = 6' l"IO DESC. EJ5 PLT. TYP.-WAVE DESIGN CRIT-FSC2010RES/TPI-2007 FT/RT-2021OF)/0(0) QTY= 16 TOTAL- 16 REV. 15.01 .01C.06180E1E =0.7500 ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 2O.OpSF REF ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses .quire externa In Fobrboatl handlinngq .hipppp nnqq, (n.toll(nq nd broolnq Refs to and ,I�� Fol low the latest edition of SCSI (Suildinngg n$�pe-ent Se�'ety IKornotbon, by 7PI and YTCN For wFaty TC DL 7 .OpSf� DATE 07-16-2015 17 ppre� tloN prior to p.rrornlnS three Curatives. In•tollers•hull provide tenporory band lay per SCSI. KUSSwUUD lk leer noted otMrwire, top ahead.boll have properl4y ottoohrd rtruoturol .Isathl y and bot tow chord .hall hove o properly ottoohrd'boa.—";79. L000tTora show+for prrwonenl lateral r. irolnt d nada BC DL O O p S f DR W G rholl hove bran Gr.pq Installed per on the 83, S7 or 510, ee dpplloobl.. Rppl�.(ploire to ooh Coo. of trues and po.IYI.n oe.hewn boar and on tis Joint DrtolI., unI .noted otlwu7ee. O.O p S f JS Refs to ildinge�gQS� iSCR-Z For standard plots position..re. BC LL ITS Bub ldlns-Cowponrnto Group Ino. shall not W n.lb1e for ony deviation from this installation 3620 BoDDi Law-Til.wville,plaid.-32783 o failure to build 1M true. in aonforworae with ANSI/TPI 1, or For handling, shipping, in•tollo�ion TOT.L0. 37.OpSf 5 I u oof rawer.•. 0/R LEN. Ph: (321)-3&3-0366 Pi= on this:roving 0'cover peg. listing this drawing, Indloot.s aeb»ptenw of profswlorol engineering responsibility solely for the design show(. The suitability and use of this drawing OUR.FRC. 1 .25 JOB #: 21875 Fax:(321)-383-O262 for any.trueturo is the responsibility of the Building Designer per RNII/TPI 1 Iee.2. For wore incarnation two this fob•general notes pogo and theseb site.: SPACING 24.0" T Y PE E J R C K ITVBCGI www.Itobag.aow: TPI: ww.tpin.t.ors:YTC(i: wwww .eboind.stry.00n: ICC: w .ioofe.ory • Job: (21875) /BREVARD HOMES /QRK LANE AZALEA / EJSRTHIS 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 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 #3 GCpi (•/-)-0.18 Bot chord 2x4 SP #3 Webs 2x4 SP #3 Wind loods and reactions based on MWFRS with additionol C&C member design. f' 4'2"8 -I- 9"8--I Lumber value set "136" 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 foctor For dead load is 1.50. =4X4 112X4 T T T 1111111MME 6 111= ■ tr. [� mI.U) 12NtN N-2X4(' I i ■ ■ 0 -� 12X4 B2X4 _T— .._ 1 I^I• I 5' I R-262# U-69# RL-101/-42# W-8" R-175# U-80# NAILED (Rigid Surface) LEFT RAKE = 1 ' 1"7 LEFT JIG 4' 10"7 RIGHT JIG = 2'6"15 DESC. = EJ5A SEQ = 17110 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TP1.2007 FT/RT-20XI02)/0(0) QTY- 1 TOTAL- 1 REV. 15.01 .O1C.06150311E -1 .0000 ••WARN NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING( **IMPORTANT** FURNISH THIS DRAWING TO L CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.O P s f' REF Truss**require•mtr•me oar* In fabrloatlng, handling, .hlpp 1nQ In talhrq end breolnq R.fr 10 and �/I►� Follow the latest edition of BCSI (Building Co,gwwnf Ofefy information, by TP] Ond YTCW for!Sit-lb/9 ,� ppr,•Ootlo«prlr to MFarming thee•fwrotlaw. Irotollrs•hall provide t•nporory w•aolnry91 pp., BCSI. TC DL 7 .OPsf DATE 07-16-2015 KLJS=l �1 Uhall noted othrrl.., top ohord shall hing prop•rl11 oltoehwn etruotwrol a.othlng end belio.ohord w7 �]� .hall how.o properly etlaohed rigid coiling. L000tTorr.how for p. .on.nt lateral restraint of abs BC DL 1 O.O p S f' DRWG shall hove bracing1 tolled per BCSI s•otlan.83, 87 810, as applicable. Apply plates to woh fow of trues and poei'Tion a show,above and the,Joint or l., unless noted olhrwToo. O.O SF' JS R•Fer to drowIngs 1SOA-Z for standord plot.positions. BC LL _ P ITV Building-Conpon.nt.Group Inc. shall not b. • bl.for any deviation from this drawing 3820BobtiLary-TiMvl�ejlarida-32783 Failure 10 build the truss In oonFormoro•with AHS/TPI 1, or for handling, shipping, l,rtollotion TOT.LD. 37 .OPsf Lng acing of $ruse•.. 0/A LEN. 5 Ph: (321)-38366 A noel en this drawing or eevr page listing this drawing, indiosts.see.ptenee of professional - F'ax:(321)383 U36Z engineeringrt,pen.bture im }lli y.elnlybfor thedweignn shown. Designer pbl11t4IeniI t use 0.this drawing DUR.FAC. 1 .255 JOB #: 21875 a"g For more innfMmotlonWise this job•�gon.ral noot and those web altos: ITVBCG: ww.ltwbog.00m: TPI: www.tpinet.rg: VILA: w.w.sbal iry.aom: ICC: ww.loosof..ors SPACING 2 4.0" TYPEH I P M _.k Job: (21875) /BREVRRD HOMES /OAK LANE - AZALEA / EJ5B 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 moon hot ASCE 7-10, CLOSED bido, Locoted anywhere In roof, RISK CRT II, EXP C, win?hot, DL-4.2 psf, wind BC DL-5.0 psf. Top ohord 2x4 SP #2 :T2 2x4 SP #3: GCpi (+/-)-0.1B Bot chord 2x4 SP #3 Wind loads and reactions based on MWFRS with odditionol C&C member design. Webs 2x4 SP #3 9 4'2" 1 10" Lumber value set "13B" uses design values approved 1/30/2013 by RLSC Bottom chord checked For 1 .00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep Increase foctor for dead loud is 1.50. -4X4 T2 T I2 4 II T InN2x4(A z a II . 1' _� 112X4 M2X4 1..______1. I- 5 1 R-262# U-95# RL-85/-518 W-8" R-1758 U-71# NAILED (Rigid SurFace) LEFT RAKE = 1 ' 1"7 LEFT JIG - 4'9"14 RIGHT SJIG - 2'6-13 DESC. - EJ5B17113 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-202(0X)/0(0) OTY- 2 TOTAL- 2 REV. 15.01 .01C.081 EIIBIILE -1 .0000 - ••WRRNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.OPsf REF ••IMPORTANT•• FURNISH THIS DRAWING TO RLL CONTRACTORSINCLUDING THE INSTALLERS. Trusss require extreme cors in fobrioati handling, shl Fpinq install!uq nd broolnq Refer to and �/I�� follow the latest edition of SCSI (Building Component 8Saafety 3nfoFmc!ion, by 7Pi and 1171.7 _or safety TC DL 7 .Opsf' DATE 07-16-2015 practio..prior to performing these function.. Into'lora holt provide temporary bracing�ar SCSI. Op sr Unl.e.notal oth.rrl.e, top ohord.doll hong properlyi�ns shown ftrupturul nt lateral and bot am ohord f .hell have o properly attached rigid ceiling. Locations down for permanent lot.rol restraint of web. BC DL 1 O.Opsr DRWG .hell have broom. inatolled per SCSI sections 83, 87 or 810, os opplioeble. Apply plates to.00h loos f� JS of trues and position os shown above.nd on the Joint Oxtails, unless noted otherwise. O O[")Sr Refer to -ou)nos 1608-2 for standard plate positions. BC LL 0.0p sr Building' ompone to Group Inc. shall not be responsible for ony deviation from this drawing 3820 Bobbi loris-Titurtvie.Flando-32783 ny failure to build tho true. In oonformanoe with a /TPI 1, or for handling, .hipping, installation L I.:.np on to s'ad wing or mower pego listing this drawing, indlaat.s aaa.ptanos of prafossionol TOT.LD. 37.OPsf 0/R LEN. 5 Ph: ( 1]363 0366 engineerling responsibility solei for the design awn. The.ultobi I it and use of this drawing :(3211-383-O3 M for any structure is the responsibility d bi l ity of the Building Designer per RN4I/TPI I 866.2. OUR.FRC. 1 .25 JOB # 21875 For more Information goo this Job a general notes page and these web site.: SPACING 24.0" TYPE SPEC ITVBCG: wraw w.itwbog.00m: TPI: www.tpit.orgi TCR: w..bol try..em: ICC: www.ioosof..org Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / EJ7 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 moon haqt, ASCE 7-10, CLOSED bldg, not located within 4.50 Ft From roof edge, RISK CAT IT, EXP C, wind TC 0L-4.2 psf, wind BC DL-5.0 psf. Top ohord 2x4 SP #2 GCpi (+/-)-0.18 Bot chord 2x4 SP #2 Wind )cods end reactions bosed on MWFRS with additional C&C member design. Lumber value set "13B" uses design volues 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 deod load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. R-171# U-11311 NAILED — r/ -- T T P 12 m r6 17' O N N O ` ` (O M OO 0' = =2X4(A _ t1 I/ i( — 1 I..---1' ( 7' 1 R-336# U-98# RL-1S4/-53# W-8" R-127# U-13# NAILED (Algid SurFoce) LEFT RAKE = 1 ' 1"7 LEFT JIG - 7'11"14 RIGHT JIG — 8' 1"10 SE0 - 17256 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20Y(DF)/0(0) OTY= 15 TOTAL— 15 REV. 15.01 .01C.0615ME -0.5000 seWARNINGII* READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.0psF REF ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Truism • ire .trees. In fobrloot Ing, handling hl Ing, in.tolll nd brio) Refer to and �♦�� follow the latest edition of SCSI (Building Conpon.nt B.F.ty,rrfornotion, by P1 and MAI .of.ty TC DL 7 .Opsf' DATE 07-16-2015 ��ff pprr otlo•s prior to p.rforning tha.s fwnotlons. IntelI.....hell proved.temporo, bracing pp.s..r SCSI. RiISS TOOD Unl..s no.a otharvles, top chard steal l have proper) ettl.lsd for uoturol .haathing one botlon chard + O.O s J shall hove o properly ettooh p Iyyed coiling. 000t7oor BID,n fop.rnon.nt literal Int of web. BC DL 1 P f DRWG .hall hove bracing Inetolled per SCSI tions 03, 87 o.appliooble. Apply plot.. to each fol. of truss and position as shown oboes and the Joint Details, unless noted other...Is•. 0.OC'1Sr JS Refer to dro.inrya�ss 160A-Z for stondord.lot.positions. BC LL r i ITV Bvllding'tompon•nt•Group Ino. hall not be responsible for any deviation from this drewing 3820 Bobbilmse-Titusols.Floride-32783failure to build the trues in oonformonoe vlth ANSI/TPI 1, or for handling, shipping, installation tr Pi se el an truthis ssdrang or*ever pase listing this Brewing, Indlostes soo.ptano.of professional TOT.LD. 37 .OPsf% 0/A LEN. 7 Ph: (320-383-0366englneeri s respenelbl Mg spilt'fee the design shown. Tho suitability sad use of this drwl% 1 •25 JOB #: 21875 Fax:(32I)-383-0362 Poe any.trustur. i■ eses the rponelbility et the Building Design..'per ANBI/TPI 1 B .2. DUR.FRC. For more Information.we this ,lob s gsneral notes page and these web sites` SPACING 240" EJRCK ITVBCG: www.ltwbcg.00m: TPI: www.tpin.t.org:YTCR: wwdl .sbolnstry.00m: ICC: ww . .loo.ofs.org TYPE Job: (21875) /BREVRRD HOMES /OAK LANE - AZALEA / GIC THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Volue Set: 13B (Effective 6/1/2013) Special loads (Lumber Dur.Foc.-1.25 / Plate Dur.Foc. 1.25) Top chord 2x4 SP #2 TC- From 56 plf of 0.00 to 56 Of of 10.46 Bot chord 2x6 SP #2 BC- From 20 DeIF of 0.00 to 20 plf of 9.33 Webs 2x4 SP #3 BC- 1265.61 lb Conc. Load of 7.60 :Rt Slider 2x6 SP #2: BLOCK LENGTH - 1.500' 150 mph wind, 15.00 Ft meon hqqt, ASCE 7-10, CLOSED bldg, not located within 9.00 Lumber value set "13B" uses design volues opproved 1/30/2013 by ALSC Ft from roof edge, RISK CAT II, EXP C, wind TC OL-4.2 psF, wind BC DL5.0 psF. GCpi (+/-)-0.18 Wind loods and reactions bosed on MWFRS. Right cantilever is exposed to wind Left end vertical not exposed to wind pressure. Bottom chord checked For 10.00 psF non-concurrent live loud. Deflection meets L/360 live and L/240 totol lood. Creep increase factor For dead load is 1.50. T 112X4 T T #1 12 Q 6 m P m co m co N3X4 N m 413X4 X10(E3) lgillgillIllIll11l >l3X4(E3) III 1 ‘i I•T Illi ii I =�14X5(R) � N2X4 - 1 7'4 "f' 2' —'l f' 9'4" -1..-1' —{ F• 7'7-4 ! 1'8-12--{ 1266. R-170/-39# U-56# W-8" R-1927# U-466# W-8- (Rigid Surfooe) (Rigid Surfooe) RIGHT RAKE = 1 ' 1"7 LEFT JIG = 5'8"3 RIGHT JIG — 10' 11"2 DESC. = GIC SE0 = 17263 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI.2007 FT/RT-20r(O7)/ 010) QTY- 1 TOTAL- 1 REV. 15.01 .0 1 C.06 1 SOS{➢-E =0.3750 ••WARNING(•• READ AND FOLLOW ALL NOTES ON THIS ORAWINOI TC LL 2O.OPSf REF •.IMPORTANT.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru.... .quire mtr.me°ore In fobrlootl hondll shipping, ,n.tollinq and brool R.f.r to and �/�� follow the I edition of SCSI (Building Component Safety Informotion, by 7PI and WICK for safety TC DL 7 .OPSf DATE 07-16-2015 pprr otiose prior to p.rforming thou I tlorr. Irstoller.eholl provide temporary broolne ppeerr BLSI. �](`t�t Unl.es rot.d otherviea, top chard.holt hove properi11 ottooh.d.iruot.m•al eisothl p and bot'ton chord KlJ17A7 ODD .toll hove a property attoohod 1gld coiling. L000t.ons down for permanent later$I ..traInt of robe BC DL .107 OOPS DRUG shall hove brooinnqq installed per SCSI motions B3, 87 or BID, a.appliaable. Apply plates to.oat Coe. of trw.e and position as shown above and on the Joint Detail, unless noted oth.ru7... Refer to drawings 1608-2 for standard plots positions. BC LL O.Ops[� JS ITW 8uildin8-Conporsnt.Group Inc. .holt not W responsible for any d.v lotion from th1.drawing 3B20Bobbilas-7it.avlLs.plorid.-3'2/83 any failure to build the try.. in oonformano.with NST1 I, or for handling, .hipping, Installation TOT.LD. 37 OPsf 90400 I ooing of truss... 0/A LEN. Ph: (321)-383-0099 R seal on this droningor*over pede listing this droving, indicates aee0ptonoe of professional Fax:(&I)-363-0(162 ale y etrrootng r�:ys the rety sponsibility l iitfor y of tt.Wilding n Designee Irn1 1 Sso.itl.a swing OUR.FRC. 1 .25 JOB #: 21875 For nor. Information sea this Job.g«erol not.. and these web sites: SPACING 24.0" MONO FMCS: www.itwbog.00m: TPI: ww.tpin.t.org: CR: ww..bol try.oa.I ICC: www.ioo.af..org TYPE Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / G1D THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Volue Set: 13B (Effective 6/1/2013) Special loods (Lumber Dur.Foc.-1.25 / Plate Dur.Foc.-1.25) Top chord 2x4 SP #2 TC- From 56 pIF of 0.00 to 56 plF of 4.17 Bot chord 2x8 SP SS Dense TC- From 56 plf of 4.17 to 56 plf of 9.46 Webs 2x4 SP #3 :W3 2x4 SP #2: BC- From 10 pit' of 0.00 to 10 plf of 3.27 BC- From 20 plr of 3.27 to 20 plf at 8.33 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC BC- 1486.01 lb Conc. Lood at 1.27 BC- 2904.81 lb Cono. Load of 3.27 150 mph wind 15.00 ft neon hot ASCE 7-10, CLOSED bids, Located anywhere In roof, RISK CIT II, EXP C, wend hot, DL-4.2 psi., wind BC DL-5.0 psf. Wind loads and reactions based on MWFRS. GCpI (t/-)-0.18 Bottom chord checked for 10.00 psf non-concurrent live lood. DeFleotion meets L/360 live and L/240 total load. Creep Increase factor for deod load is 1.50. 4'2" 1 4'2" M4XS(R) T 03X: 12 6 40 I P in Ln in iv r----, W3 t n o_ o_ =4X6(R1) N N 84X10(RB: 13X12 116X8(R) 1 — {` 8'4" i I- 8'4" -} 1' —I -1•3"y i 2 2o�I+l 5'0"12 -{ 1,41611 e R-3338# U-1522# W-8" R-1710# U-827# W-8' (Rigid Surface) (Rigid Surfoce) RIGHT RAKE = 1 ' 1"7 LEFT JIG - 4'9"14 RIGHT SJIG a_ 179- 14 DESC. = G1D 47 PLT. TYP.-WAVE DESIGN CRIT"FBC201ORES/TPI.2007 FT/RT-200(00)/0(0) O T Y= 1 TOTAL- 1 REV. 15.01 .0 1 C.0 6 1 5DNI E -0.7500 ••WARN NGI"• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20. Sf REF •,IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. {0 True... ire ,,tr..r oar. in fobrlootl 9 handling hl ppiny, In.tolli nd brooinq Refer to and �� follow the require edition of BCSI (Building Co;pan.nt Safety Infornoti,n, byirI and 171 for aaf.ty TC DL 7.O)S F' DATE 07-16-2015 Va Dodo..prior to prforning the..funotl one. I;r1ZI r..holl provide t.nporor broolrp par SCSI. R=}SS��D P, Zees roto,otlerVles, top Dhow,dell hove prop.ri ottooh.d truoturol .teaching and bdtTon Dhow, t O.O S� RUSS have 0 properly ottooh.d rigid Dolling. L000ttons.horn for p.rwon.nt lot.rol restraint of web. BC DL 1 P DRW G hull hay.bracing installed p.r SCSI sections 83, 67 or 810, o.applicable. Apply plot.. to.00h foo. IljArr,71TIZZic".711 Of truss and position oii drown above andthe Joint 0.toii., unless noted 0th..,,...Rorer O R.f.r to drawings ICOR-2 For standard plot.p ition.. BC LL 0.0psr T S[' JS ITV Building-Cowponont.Group Ino. .loll not b.r ibl.for any deviation frow this drawing 382)8ubbilwe-Tihsvae.Fksida-32783 o brool folia.to build the truss in oonfornano.with ANSI/TPI 1, or for handling, .hipping, installation ng of trusses. TOT.LD. 37.OPsf 0/R LEN, 80400 t Ph: (320-383-0(6 A 6.01 on this drawl r r eevpogo listing this drawing, indicates eee.ptenos of professional engineering r..ponsibiii? solely for the design.hewn. The evitsbilitg and use of this drawing DUR.FRC. 1 .25 JOB #: 21875 Rax:(321}383-0362 Foe any struet.re is the ro.pensibl l lty of the Building Designer per ANSI/TPI 1 840.2. For nore infornation so*this job.wwww.tpino/.org: wal notes pogo and these web site.: SPACING 24.0" TYPE COMN ITVBCG: w .ltwbog.00n: TPI: www.tpit.org: TCR: w ..bel www.loosofe.org ICC: w .iao.of..org Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / G2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) All plotes ore 3X4 except os noted. Top chord 2x4 SP #2 Special loads Bot chord 2x4 SP #2 :61, B2 2x6 SP #2: (Lumber Dur.Foc.-1.25 / Plate Dur.Foc.-1.25) Webs 2x4 SP #3 TC- From 56 p F of -1.13 to 56 p F at 5.06 IC- From 28 p F of 5.06 to 28 p F of 6.00 Lumber volue set "13B" uses design values approved 1/30/2013 by RLSC TC- From 28 p F at 6.00 to 28 p f of 13.06 TC- From 56 p F of 13.06 to 56 p F ot 15.67 TC- From 56 p F of 15.67 to 56 p F of 22.69 TC- From 56 p F at 22.69 to 56 p F ot 28.67 TC- From 56 p F at 28.67 to 56 p F ot 30.00 TC- From 56 p F at 30.00 to 56 p f ot 40.66 TC- From 56 p F ot 40.66 to 56 p F of 45.67 BC- From 20 p F ot 0.00 to 20 p F of 5.06 BC- From 10 p F of 5.06 to 10 p F of 8.00 BC- From 10 p F at 8.00 to 10 p F of 14.17 BC- From 20 p F at 14.17 to 20 p F of 25.92 BC- From 20 p F of 25.92 to 20 p F of 33.67 BC- From 20 p f of 33.67 to 20 p F of 45.67 TC- 144.99 lb Conc. Load of 7.06, 9.06 TC- 146.38 lb Conc. Load of 11.06,13.06 BC- 388.80 lb Conc. Load at 5.06 BC- 108.51 lb Conc. Load at 7.06, 9.06 BC- 107.35 lb Conc. Load at 11.06,13.06 sss Po9e overFlow In note placement. (RdNot) 1 g5tAg5�y1 ass asj� -7'0"12{-L-{� 1- 32'7"4 I {--6' --}-9'8"--+-13'-10.- '7"15--}5 1.-{ •5X8 T e .: ,4X. - \62X4 T T °) 12 in in S6 p vSX� '''''''',1415X14 a 6T io io P .: . . 2'107 O O T �l _ 4_ 4.67 1 a 1 Ya5(R. _ tre I..4 n ., . .43X8 a, t3XeI I 1 1 B1 S821WX10(R) I'---13'10' I- 31'10" 1 }.--13'11" 1H 31'6" -{ f. 45'8" `( 5'0"122'..}}.2.' 2'' 22' 32'7"4 'I1-'-- 3e�B.1osil�i"10711101 R-9594 U-417# W-8" R-11924 U-4524 W-8" LEFT RFI E 1 ' STrftoejR-2481# U-1034# W-8" (Rigid SurFoce) LEFT JIG - 6' 10"7 (Rigid Sur-ooe) RIGHT JIG - 5'9"2 DESC. = G2 SE0 = 17183 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20X(0X)/0(0) OTY- 1 TOTAL- 1 REV. 15.01 .01 C.0615D1E =0.0800 ••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.Opsf REF ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trw....r Ir. •trews o In febr`l sail haMll she I , Inetolll and braol ...for to and �♦�� folia.,+h. lo:.+ .dltlon or BCsI (e.lldlrp c$;paw..,t s$b.ty 1�rii protean, by"4PI and VTCnng pr safety TC DL 7 .OPSf DATE 07-16-2015 Isa prootla..pert or to performing +h...functl&r. Installers.hall proved.te.porory bracing pr SCSI. (� RUS31OOD rot.d otherw19 top chord shoe l hove proper) attached foruatural &MothlnS and bottom chord BC DL 1 0.OP S1 shall how a properly coached ISMS Welbg. Laaat7arr shorn fr Prworrnt Iater l wlrant of orbs DRWG .poll hove droolnnqq Inet.l led pr SCSI ..otlath 03, B7 oils o.unto.. nob)., RppltI plat..to.aah fee. f� of trw.s nd png@Tl.n 0.shown aboe.and on the Joint 0.toe I.. anise.notal otherw7u. 0,O[")Si J5 R.f.r to droolrx,s 1608-2 for standard plot.pot be roe BC LL 0.0p sr ou. ing build ihnt.Group 1o. shall not b. es Treble for any deviotion term this drouerg 3620 Bobbi l.err-T.t.n..L.,Fio.do-32763 cry faeluro+t build tM tow. In oon('rwarwe with aNs�TP1 1, or for handling, shipping, Irrr.il.(eon TOT.LD. 37 .Opsf' 0/R LEN. 450800 L bracing of trwsee. Ph: (321)-383-0366 R.es'1 en this*rowing or 00vr page listing this drawing, Indleetestyeeoeptonoe of professional engineering r..pensibllity solely for the d..lgn shown. Th8 wltoblIIty end i p this drawing DUR.FAC. 1 -25 JOB #: 21875 Fax:(321)-383-O3 2 for any structure, Is the r.■pensIbIIIty of ft.*Building Designer par ANSIFTAI Fr wore information see this job s general nolo.po and those web t..: ITVBw CCI www.ltwbog.00n: TPI: w.tpinet.org:Y &. wt..:Tcn: www..boen try.00w: Icc: .wm..loo.of..rg SPACING 24.0" TYPE HIPS _.ms_, Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / 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 meon hgt ASCE 7-10, CLOSED bldg, Located onywhere in Bot chord 2x4 SP *2 roof, RISK CRT II, EXP C, wend TC DL-4.2 psf, wind BC 110L-5.0 per. Webs 2x4 SP #3 GCp i (+/-)-0.18 Lumber value set "13B" uses design values approved 1/30/2013 by RLSC Wind loods and reactions based on MWFRS with additional 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 cladding load one face, and 24.0" soon on opposite face. Top chord must not be out or Bottom chord checked for 10.00 psf non-concurrent live load, notched. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. i II'4" 1 11'4" -1 -4X5 12 ,, M 6 p II 0 i Ilki N In iu in m3X4(R 'iill I _ 1 i` =3X4(AI) t'3 _ - 1 1 .5%5 I'' 22'8' { �1 { 22'8" -I 1 -I R-93plf U-100pif RL-11/-11plf W-22'8" (Rigid Surfooe) LEFT RAKE = 1 ' 1"7 RIGHT RAKE = 1 ' 1"7 LEFT JIG = 12'9"15 RIGHT JIG - 12'9"15 DESC. = GE1B SEO = 17286 PLT. TYP.-WAVE DESIGN CRIT-FBC201011ES/TPI-2007 FT/RT-20X(0X)7 DIM QTY- 1 TOTAL= 1 REV. 15.01 .01C.061 b0141E =0.2500 ••WARNIN l•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.0psf REF ••IMPORTANT•• FURNISH THIS DRAWING TO ILL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require axir.ne oars In fobreoate g hondll shipping, lnetallenq ond broolq Refer to and �� follow top West edition of 8CS1 (Building Cbwp«vnt s$F•ty Information, by TPand WTI for Cety TC DL 7 .0psf DATE 07-16-2015 �] /.a. pr Dote ys prior to prfornl ng ropy i ateon.. livtaI .rs shall prove de t.porory heap Ing ppearr BCS!. ReJSS�00D Unless aota properly, top od rd idol I Ions prooel ns shown Coeupeural nt bring and botiow or we 0.0 s r 4+011 how a properly ottpohed rigid palling. Locations shown Cor permanent IaHrol r repent of rebs BC DL p r DRWG shall hove brooe installed per SCSI s•otlons 83, B7 010, as appleooble. Apply peaty to•ooh foo• of truss and position a..hewn above end the Joint Detail•, unless noted atherwTso. 0.Opsf Js on Refer to drawings 1S0A-Z for standard plate positions. itions. BC LL ITV Building-Cowpants Group Ina. Moll not b•reeponsiblo ran any devlot eon Crow this drawing 3820BobbiLar-Titus iDo.Flvida-32783 any failure to build top truss in oonfornorwe with ANSI/TPI 1, or for handling, shipping, installation I b oing of trusses. TOT.LD. 37 .Opsf D/A LEN. 220800 D Ph: (321)-383-U366 A meal en this drawing or minor pogo listing this deeming, indicates soosptanos of proIs.slonol r .nglnaing re.penatblIlty solei foeth.dollen shown. The sultabliI end uss of this drawing DUR.FRC. I .25 JOB #: 21875 f Fox: -3E2, or •tru.twrs is tho responsibility of the Building Dmelgnr per Ai4I,Tr1 1 !mese For nor. informationsee this Jab s general notes page and these web site.: SPACING 24.0" GRBL I TVBCGi wwa.ltabog.00n: TPI: ww.tpinet.org: RICA: www.sbolr.dwtry.00w: ICC: oww.eoaaaf..org TYPE Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / GE1C 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 as noted. Top chord 2x4 SP #2 150 mph wind 15.00 Ft mean hot ASCE 7-10, CLOSED bldg, Locoted onywhere in Bot chord 2x4 SP #2 roof, RISK CAT II, EXP C, wlna ''C DL-4.2 psF, wind BC 0L5.0 psF. Webs 2x4 SP #3 GCpi (+/-)-0.18 :Lt Slider 2x8 SP #2: BLOCK LENGTH - 2.065' Wind loads and reoctions bused on MWFRS with additional C&C member design. :Rt Slider 2x8 SP #2: BLOCK LENGTH - 2.065' 9 Lumber volue set "13B" uses design values approved 1/30/2013 by ALSC Left contilever is exposed to wind See DWGS A16015ENC101014 & GBLLETIN1014 For gable wind brocing requirements. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF clodding loud one Face, and 24.0" soon on opposite foce. Top chord must not be cut or Bottom chord checked for 10.00 psF non-oonourrent live lood. notohed. Deflection meets L/360 live and L/240 total load. Creep increase Factor For dead lood is 1.50. I. 9'10" I 9'10" -I 04X4 T T P i 12 P II 6 p d (7 m 1 /3X7 %3X7 12X10( / ` 12X10(E3) m3X4(E T ` D 0 D 0 _ D 0 D 0�EE_ IpPr- - .519'4" I F.-1• - I- 19'8" I -1' --I R-96pif U-100piF RL-12/-12pif W-19'4" (Rigid Surface) LEFT RAKE = 1' 1"7 RIGHT RAKE = 1 ' 1"7 LEFT JIG = 11'5"13 RIGHT JIG = 11 '5"13 DESC. = GE1C SE0 = 17283 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20%(0X)/0(0) OT Y— 1 TOTAL= 1 REV. 15.01 .0 1 C.0 6 1 BOPLE =0.3750 ••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.Ops REF ••IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru....require.xtr...oars In fobr loot ing, hondll hlppppl�.q, installing and bracing. Refer to and �♦�� follow the iutest edition of BCS) (Building Component Sofety Information, by"IiP1 and WTCTFor eaF.ty TC DL 7 .Opsf' DATE 07-16-2015 prootlo..p.-ior to p.rrorning th...lunation. mottoll.rs ahol l proved.t.npeey broolrg pe SCSI. RUSS�OOD I4,INS,.ted oil ..-iy , top olard Ido Inv.nran.rl ottaoh.d to.-p.ur0l raothl god bvttow 0: 10.Opsf .holt hon.o pronely tolI.d p 1 Id o.Illnp� 83, 8700 .10, For p.rwon.nt lot.ral ottrolnt of Ytoo BC DL r DRWG .ho t1 lay.drpo.lpT In.tol led ne ove naol the BJ, nt or olI o.cess nob).. Rppl44 plot..to woh Foe. (� of trues and nng 7 ion a to.-.above and on to.Joint O.tol l., unless notal oth.r..7... 0.0psf .1S Refer to truing-. I6onen for standard plot.no.Itlpa. BC L L ITS Bullding Zonpon.nt.Group Inc. .4,011 not D. Ib I.For.ony deviation From this troulla 3820aanb;bene-ens m..Pade-32TBa onN Fo11.re to build t4,. true. In oontor.wnos with ws/TPI I. or For nondl ing, .nipping. installation 37 . sf 190800 Lnl;r,,,ns or truss., TOT.LD. P 0/A LEN. Ph: (321)-383-03666 A seal on this drerl or wave pogo listing this drawing, indicates eeseptenoo of professional engineering r..paribl l lt9 esi.iy Fee the design.how.. The...Ita,l l ity end we*or thl.dewing DUR.FRC. 1 .25 JOB #: 21875 Fax:(21)-383-0362 for any at,..tore I.the responsibi l lty of the Building Designer pee NIBI/TPI 1 Best. For more Information... the.gab.general notes page and these web sites: SPACING 24.0" GRBL ITWBCG: wu.Itubog.00w: TPI: wu.tpinet.org:YTCR: wv.ebo v.du.try.00-: ICC: ..,..loo.of..org TYPE Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / GE1D THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 136 (Effective 6/1/2013) Rll plotes ore 2X4 except os noted. Top chord 2x4 SP #2 150 mph wind 15.00 Ft meon halt ASCE 7-10, CLOSED bldg, Located onywhere in Bot chord 2x4 SP #2 roof, RISK CAT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf. Webs 2x4 SP #3 GCpi (+/-7-0.18 Lumber volue set "13B" uses design volues approved 1/30/2013 by ALSC Wind loads and reactions bused on MWFRS with additional C&C member design. See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF cladding loud one fooe, and 24.0" spon 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 lood is 1.50. 4'2" - -{- 4'2- '''{ =4X4 T T T r 12 6p , , I 1 t -. N N N -2X4(1 -2X4(R1) el Mil Ill . Ea 1 I- 13'4" {"-1' -1 8'4 1 1' --{ R-98pif U-100plf RL-15/-15p1f W-8'4" (Rigid Surface) LEFT RAKE = l ' 1"7 RIGHT RAKE = 1 ' 1"7 LEFT JIG = 4'9"14 RIGHT JIG = 4'9"14 DESC. = GE1D SEO = 17141 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI.2007 FT/RT-2OX(Of)/0(0) OTY- 1 TOTAL- 1 REV. 15.01 .OIC.061 EERIE -0.7500 ••WARNINGI•• READ AND FOLLOW RLL NOTES ON THIS DRAWING! TC LL 20.OPSf REF ••IMPORTANT•. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trus.e*require xtrene oar. in fabrlontl�+q handling, *hipping, installing_and brool Refer to and �/�� Follw tho lotost edition of SCSI (Bulldlrg C.rponent s6Fety IM'ai'rotlon, by TPI and WTCAT for.otl ty DATE 07-16-2015 prootlae.prior to p.rfornl,.B itis..funotl'or.. tn.iollr..hoii peonld. tenpornry beauing par BCSI. T C DL 7 .OPS f RUSSWOOD less avee0 proper l es, tap.d rd shall hov.prLocat�ns ohown i:ghave prronent later l estrolnt of oche DRW G shall have bracing Installed per BCSI section.03, 67 or BID, cm opplloobl.. hApply eol..lotee to each Foos of ir�to and pest lam a ho.,n hove and on the tl nt Details. :mhos.noted otherv77 . Ref(T to iIdln9't ponen for standard plate pot b.re. BC LL O.OPSi JS Ifa Bure loB ondonenta Group Inc. oral) not th rlS3/1P1D1, for any andlin , p-this nstall r 3620 Bobbi l.as-Titusvmo,Rlolida-32783 oMI failure to build tho tt•us. in oonfrronw with MSI/TPI 1, or for handling, shipping, Ir>♦toilo�lon TOT.L0. 37 .OpsT I 6A. or trim.... 0/R LEN eo400 Ph: (321)-383-0Ctfifi R a..� on this drawing or esvr page listing rola drw,Ing, Indlestesseeeptenes eF pref.aalenel engineering r.aponsibility solely foe the design shown. The e„ItsbilltyI�Iuse of this drawing DUR.FAC. 1 .25 JOB #: 21875 Fax:(321)-333-0362 Fr r any■trueture is the responsibility of ths Building Designer p For nore infcrnation see this Jobs general notes pogo and the.*web altos: ITVBCG: wu.ltubcg.00n: TPI: uw.tpinet.org: TCR: w. sbol try.00n: ICC: rw.laoesfe.org SPACING 2 4.0" TYPE P EG R B L • Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / H11 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 hat, ASCE 7-10, CLOSED bldg, not locoted within 9.00 Ft From roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf. Top ohord 2x4 SP #2 GCpl (4/-)-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 "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf' non-concurrent live lood. MWFRS loads based on trusses locoted at least 7.50 Ft. from roof' edge. Deflection meets L/360 live and L/240 total lood. Creep increase Factor for deod load is 1.50. F- 11' 1- 17''1" I- 11' -i m — - we 8 I6 12 /3X %3X4 t t M11111111111r N N O m m 1if) ZD (D -4X5 CR __ =4X5(R2 I 39'4" I 1e1 I- 39'4- I1'_i R-1547# U-584# RL-236/-236# W-8" R-1547# U-584# W-8" (Rigid Surface) (Rigid Surfooe) LEFT RAKE = 1' 1"7 RIGHT RAKE = 1 ' 1"7 LEFT JIG — 12'5"B RIGHT JIG — 12'5"8 DESC. = H11 SE0 = 17151 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20x(0!)/0(0) O T Y— 1 TOTAL— 1 REV. 15.01 .0 1 C.0 6 1 8DMLE =0. 1875 ••WARNIN01e6 READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 TC LL 20.OpSf REF ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trues..require xtr.we in fobriootl gq handlinnqg ehlpppping, installs and broolnnqq R.f.r to and f� �,I,� follow the :abet edition of SCSI (Building C3:paisnt 82t'.ty Informolion. by TPI and YTCiU for safety TC DL 7 .O Sr DATE 07-16-2015 pprr otloM prior to p.rfrming tMN funetiors. In•toller■shall provide te,+porcry bracing per BC6I. r Dnles.rated oth.rwl.., top chord.boll hoes prop.rlf1 ottoohsd struoluroI sheathing and bottom chord RUSS 00D shall have properly attaoh.d rigid ceiling. Locations anew.for permanent lateral ..traint of webs BC DL 1 O.O P S F DRWG shall hove brooinnop Installed per SCSI otians 03, 87 BID, as appliaoble. Apply plates to each Coos (^ JS of trues and position as shown above and the Joint Detail., unless noted otheruie.. O O f7S! Refer to drowi1608-2 for standard plot.positions. BC LL r ITV Building t;o.ponsnits Group Ino. .boll not be ibis for any deviation from this drawing 3820 Bobbi lar-TitiavOle.Ploride-32783 Conuse to build the truss In oonformano.with w81/TPI 1. or for handling, .hipping, Inatollolir TOT.LD. 37. OPsf 390400 I.6R a.I..�or thhi�Owi or oonar page listing this drawing, Indloot..seeeptenoe or professional 0/R LEN. Ph: (321}383-0366 engineering responsibility solely for the design shown. Th.suitability and wee or this drawing Fax:(321)-383-0362 for any.troot.re I. the r..ponsibi l ity of the Building Dssign.r per S ANSI/TPI 1 .o.2. DUR.FRC. 1 .25 JOB #: 21875 For mor. Information see this job•general not.e page and those web.it..: SPACING 2 4.0" HIPS ITVwwrwr BCG: w.itwbog.00n: TPI: w.tpin.t. g: TCR: ww.sboind.stry.000: ICC: www TYPE Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / H11R 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 hoqt, ASCE 7-10, CLOSED bldg, not located within 9.00 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 :T3 2x4 SP #1: GCpi (+/-)-0.16 Bot chord 2x4 SP #1 :B2 2x4 SP #2: Webs 2x4 SP #3 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 Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. Co) #3 or better scab reinforcement. Some size & BOX length of web member. Attooh with 10d Box or Gun (0.128"x3",min.)nails 0 6" OC. Deflection meets L/360 live and L/240 totol load. Creep increase factor For dead lood is 1.50. MWFRS loads bused on trusses located of leost 7.50 ft. From roof edge. M. 26' s . - . ® wt, 0 T I 11 P (o)d/I!I m u)in !Illlllllllllllll! in inI -3 _='llI.� B2 F 37' 1 11. 1 37' 1 R-1459# U-536# RL-230/-80# W-8" R-1399# U-5458 W-4" (Rigid SurFoce) (Rigid Surface) LEFT RAKE = 1 ' 1"7 RIGHT JIG — 26'7"13 DESC. = HI12'5"8 A 5 8 SEQ = 17240 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20s(0Z)/ 010) OTY= I TOTAL— 1 REV. 15.01 .01C.061 E D.E -0. 1875 ••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.Opsf REF ••IMPORTANT•• FURNISH THIS DRAWING TO RLL CONTRACTORS INCLUDING THE INSTALLERS. Tru.sr • ire xtr•ti • in Fob`t roti hendll shi I in.toIII nd brool • R•Fsr to and �♦�� toil,,,the iot�..t.edition or SCSI tevlldln9 c�:pa»nt ab•ty of i peon . by o li voIing For r•ty TC DL 7.Op sr DATE 07-16-2015 pprr-oof io«prior to p•rfornlnO tMu Fwrotions. Irrtoll.rs shotl provide tewparory brooing per SSI. Ri1SSITOOD Ifni rot.d otherwise, top S ord shall hove prop•rl�ottooh•d struoturoI slwothing and bot tow ohord a shall hoes o prop•riy ottooMd 1gId e•iilnB. L000tTwv shw,For p•rwon•nt lateral •strolnt of,nbs BC DL 1 O.Opsf DRUG •holt hon•broolnq in.loll•d per SCSI tions 83, B7 810, os oppiloobi.. Rppl�i plot•• to•ooh Foo• (� of tr.•• nd po•Ifien os sho.n oboes and en the Joint D•toiis, unless noted otherwTee. O.OPS 7 JS R•FIT to drorl I60R-Z For standard plot.positions. BC LL ITS Build to buildonents Group ]no. •roll not be r ib le For any deviation From this insdratallation 3820BobldL ,e-Tihav3e,Flaride-32783 o foi lura build the truss in oonforwonoe with FINS/TPI 1, or For handling, shipping, iMtollo�ton L^�,,,ng oftrusses. TOT.LD. 37 .Opsf' 0/R LEN. 37 Ph: (321)-383-0366 A seal on this drawing or sever pegs listing this droving, indleetss soosptanes eF professional N snginring responsibility selly For the design shown. The suitsbillty end use or this drawing DUR.FRC. 1 .25 JOB #: 21875 Fax:(321)-383-0362 For any struotury is the rosponslbi i ify of the Sullding Designer per ANSI/T1.1 1 Seo.2. - For wore information ss. this Job s generol notes pegs and these.ab.it..: SPACING 2 4.0" TYPE H I P f1 ITVBCG: vuv.itvbog.00m: TPI: vwu.tpin.t.org: TCA: uwu..boi try.00w: ICC: www.ioosufs.org Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / H13 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 hggt, ASCE 7-10, CLOSED bldg, not locoted within 9.00 ft from roof edge, RISK CRT II', EXP C, wind TC DL-4.2 psF, wind BC 0L-5.0 psf. Top chord 2x4 SP #2 GCpi (+/-)-0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 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 ALSC Bottom chord checked for 10.00 psf non-concurrent live lood. MWFRS loads bused on trusses located of least 7.50 ft. From roof edge. Deflection meets L/360 live and L/240 total load. Creep increase factor For dead load is 1.50. I- 13' 13'4" - 13' -{ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 12 6 7" CSX / 5X8 I t P In In 0 in in n n 0 i =4X5(8 Q — 9 teX5(A2) _[- - - RLX 4 m..-1:1 =3X8 = '1,1 12X4 , I- 39'4" { 1 39'4" -11,-1 R-1487# U-54611 RL-257/-246# W-8" R-1548# U-58111 W-8" (Rigid Surface) (Rigid SurFace) RIGHT RAKE = 1 ' 1"7 LEFT JIG = 14'8"5 RIGHT JIG - 14'8"5 DESC. = H13 SEO 17156 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI.2007 FT/RT-20X(DX)/0(0) OTY- 1 TOTAL- 1 REV. 15.01 .01C.0618OPIE =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. Trv.... Wire wtreme oar. n fobrloeting, handlinq .hlpp inqA n.tollinp and broo:nnqq R.f.r to and �+ ,k,„ Faiiow ter latest .dltlon of SCSI (Building Coapon.nt S.kety IMorrotlon, byIPI and YTCR7 For.ohty TC OL 7.Opsr DATE 07-16-2015 tele pr oath..prier to p.rFornlnp}ores FYnarZri IN1aIIM{{hall provld{ taporary broaing M SCSI. Op sr shall noted opt, lye, tap ed ri .doll hone properly one shown.truo rol nt lateral bouton oho BC DL 10.Ops .hall hove b I taII.dep l id osectnioR�� 83, B7or shown FM manMt IotMol Int of webs DRWG .boll have brao lnnqq IMtolled per SCSI section.83, B7 or 810, as oppllaobl.. Rppl4 plot.. to.00h foo. [� o{' true and posit on as shown above and on the Joint Detolls, un see noted otherwies. 0.O S r J$ Refer to o-awingGs (SOR-Z for standard plot.position.. BC LL p ITV Building owponent.Group Ino. shall not be Ib le for any deviation from this drawing 3820 BobbiLmr-Tittea .Flo,ido-32183 ony failure to build the truss In conformance with RNS/TPI 1, M for handling, shipping, installation TOT.Lo. 37 .Opsf t braol of truss„. 0/R LEN. 390400 Ph: (321)-383-0366 R sssl on this drowns er*over paps listing this hawing, indieat.{�y.00.pt.I+e.of professions, engineering r..po n.ibi l ity solely for the design shown. Designer witebi I ity end use er this drawing OUR.FAC. 1 .25 JOB #: 21875 Fax:(321)-383-I3 for any 101,0:01041 is the responsibility ng gner per For more Information see this job.general nates pogo and these web sites: SPACING 24.0" HIPS ITVBCG: ww.itwbog.00m: 7PI: ww.tpin.t.org: TCR: www..boi try.00m: ICC: www.loo.aF..Mg TYPE Job: (21875) /BREVRRD HOMES /OAK LANE - AZALEA / HI3R 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 haqt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT IT, EXP C, wind TC DL-4.2 psf, wind BC OL-5.0 psf. Top chord 2x4 SP #2 GCpi (4/-)-0.18 Bot chord 2x4 SP #2 :63 2x4 SP #1: Wind hoods and reactions bosed on MWFRS with additional C&C member design. Webs 2x4 SP #3 9 Lumber volue 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. Some size & BOX length of web member. Attoch with 10d Box or Gun (0.128"x3",min.)noils 0 6" DC. Deflection meets L/360 live and L/240 total load. Creep increase Factor For dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. From roof edge. Left bottom chord exposed to wind. 1- 13' I- 26'4" I s - . - - . ,.4 jr 4°h\/\/•_ 6 12 /5X: _ JI in m m Co = .=.= Co III I -3X6(R 9 �I N. ' - 1:•=1 #2X4 =3X11246 -:3X4 -3X5 -3X4 �J WX6(R) 13L1-11 1 37'2"5 1 • 1: 39'4" I R-1331# U-474# RL-268/-93# W-8" R-1475# U-579# W-4" (Rigid Surfooe) (Rigid Surface) R-237# U-80# W-11'5 (Rigid Surfoce) LEFT RAKE = 1 ' 1"7 LEFT H13R 8 5 RIGHT JIG - 27'2"8 DESC. SE0 = 17236 PLT. TYP.-WAVE CESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-202102)/0(0) OTY- 1 TOTAL= 1 REV. 15.01 .01 C.061 Efl ULE =0. 1875 ■.WARNING!•. READ AND FOLLOW ALL NOTES ON THIS DRRWINGI TC LL 20.Ops REF u.IMPORTANT.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trues*. Ir. •trews In fabrlonti hondllle/lipping, Inetolll and brool Refer to and �/�►� follo..the require edition Or SCSI (Building CCo;pan.1 s"$bey.fanatlan, wy 0.1 and rTCw'f« Nfaty TC DL 7.OpsF DATE 07-16-2015 ,„a otloas prior t0 perFOrming th.N fumallo.r. IMtoll.re II prow ld♦tenpo.•ary brooing per BCS). + (^ RUSS1OOD UnIeN noted oth.rwl.., top chord shall hove Properly attached structural eheothing and bottom chord 1 O.O S r eholl hove properly attoohed I IId ceding. LoeetTons shown For permanent loterol Int of webs BC DL p DRWG shall have brooing Installed per SCSI section.83, 67 or 810, a.applicab le Apply plot*. to each foo. f^ of trues and poeiTion a shown above and on the hint Details, unless mated otherwTN. O.OpSr -JS Refer to growing. 160R-Z for standard plots position.. BC LL ITV BuildingComponents Group Inc. shall not b.responsible For any deviation From this drawing 38206obbi Lel.-Titintt�..Flvids-rcTei ony folic.:to build the trues In conformance with RNS TPI 1, or for handling, shipping, installa(ion 37 .O si` t�brooinnggof trw..... TOT.LD. p 0/A LEN. 390400 Ph: (321)-3g3-(fl R sNl on this drawlnR or sews.peps Meting this drwlnp, Idlest*.eeeapteneS of professional engineering raapenelblliy solei Per the*mien Mown. Tho sulteblllty end use of this drewln9 OUR.FAC. 1 .25 JOB #: 21875 Fax:(321)-383-o3 2 i.e any■truoture l■the responsibility of the ul Bldlne Dsslpn.r per RN4I/TPI 1 $se.2. For more information see this fob.general not.. ond these web site.: SPACING 24.0" TYPE H IPM 1TVw 8CG: w .l twbog.00m: TPI: www .tpinet.arg:VTCB: w .ebolptry.00w: ICGw w .iooeofe.org Job: (21875) /BREVRRD HOMES /OAK LANE - AZALEA / H15 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (EFFective 6/1/2013) 150 mph wind, 15.00 Ft meon hoqt, ASCE 7-10, CLOSED bldg, not located within 9.00 Ft From roof edge, RISK CRT IT, EXP C, wind TC DL-4.2 psf, wind BC 0L5.0 psF. Top chord 2x4 SP #2 GCpi (+/-)-0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads and reactions bused on MWFRS with additional C&C member design. :Lt Slider 2x4 SP #3: BLOCK LENGTH - 1.500' Bottom chord checked For 10.00 psF non-concurrent live load. Lumber value set "138" uses design values approved 1/30/2013 by RLSC Deflection meets L/360 live and L/240 total loud. Creep increase Factor for dead MWFRS loads based on trusses located at least 15.00 Ft. from roof edge. load Is 1.50. f` 10'10" 1 9'4" 1 15' 1 a :'R II?X4 it 8 lr '1'...---' C B2X4 12 6 � /3Xf I M 11111111111100„. oo o .. ; • X Com m ^ 3 aptB3 �� 6 El , 1•e• l 'l� .3X6(11) F. 35.2" { 20.g- i- 14'3" ' ."}".l -{ R-1324# U-191# RL-234/-256# W-4" R-1396# U-283# W-8" (Rigid SurPoce) (Rigid Surfooe) RIGHT RAKE = 1 ' 1"7 LEFT JIG - 12'5"11 RIGHT JIG - 16' 11"2 DESC. = H15 SEQ = 17160 PLT. TYP.-WAVE DESIGN CRIT-FBC2o1ORES/TPI.20O7 FT/RT-201[01)/DUO OTY— 1 TOTAL— 1 REV. 15.01 .01C.0615DPIE —0. 1875 •IWRRNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 2O.OpsF REF e.IMPORTRNTee FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru....require extreme oar. In fobr loot)nq handle shipping, installing and brio. Refer to and �♦�� follow the ingest edition of SCSI (Building Ccwponent sn$F.ty ThFo)�i,ation, by Trand vTCw'for safety TC DL 7.OPSf DATE 07-16-2015 IIIT pprraotloes prior to perForw.ng them Curotlo`v. Install.,.shall proved.t.rpororyy brooing pper SCSI. [+ Ri1SS TODD Unlem rated otherrl m, top chord ehel I heve properly ottoohed atrupturol d»athlwp and button oherd BC DL 10 OPS .hall ho..a properly attached rigid o..11ny. 03, 07 or.horn For pernonent lot.r331 restraint of webs DRWG .hall hove breoing .netolled per SCSI tions B3, 87 or 010, o.oppl.00ble. Apply plots. to each raw Of truss and poeeT O shown above and the Joint Detail., whew.noted eth.rw7m. O•OPSF` JS Refer to drawing. 1608-2 for standard plate positions. BC L L r S ITV Building-Component.Group Ira. .null not be responsible for any deviation Crow this drawing 3620Bobbilwer-TttsvlLe.Flvide-32783 wny failure to build the truss .n ocnfor once with ANSI/TPI I, or for handling, .hipping, installation TOT.LD. 37 .Opsf 350200 6raol of rrw...e. 0/R LEN. Ph: (321)-383-0366 R.eel on this drawing or Dever page listing this drawing, Indicate.Ba .s. of professional ..lneeriny responsibility solei for the&mien shown. Ths Msltabil ity end nd wee of this drawing DUR.FRC. 1 .25 JOB #: 21875 Fax:ow-383-mm foar any.truetw Is the re.ponelb111ty of the Building)DeliverDer per MUTP1 1 Seas?. For wore information see this fob•general rote.page and these web.it..: ITVBCG: ww.ltwbog.ww: TPI: wrw.tpinet.org:VT CR: rw.ebolnI try.00w: ICC: ww.100.ofe.org S P RC I N G 2t.Q" TYPE P EHIPS Job: (21875) /BREVRRD HOMES /OAK LANE - AZALEA / H15A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) All plates ore 3X4 except os noted. Top chord 2x4 SP #2 150 mph wind, 15.00 ft mean hagt, 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 IC DL-4.2 psf, wind BC 0L5.0 psi-. Webs 2x4 SP #3 GCpi (+/-)-0.18 Lumber volue set "138" uses design values approved 1/30/2013 by RLSC Wind loads and reoctions based on MWFRS with odditionol C&C member design. (o) #3 or better scob reinforcement. Some size & 80X length of web member. Right end vertical not exposed to wind pressure. Attach with 10d Box or Gun (0.128"x3",min.)nolls 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 factor for dead loud is 1.50. MWFRS loads bused on trusses located at least 15.00 ft. from roof edge. Left bottom chord exposed to wind. I- 15' I- 23'4" 11'..i t .R M8 - 117X4 \4X4 8 lr 12 -/- -/- : ..) '� � s5x- 0 6 min an N.2X \/ / 7 : ft h. /040 .%, n Co 6 =3X8 $3x6 +■3X5(R \,,_ 1 e - P 2X4 =3X 11P 1° 14X6(R) 13X. 1..--3'8"---4--5'10" q-I 29'10" y i 9'2" `i 1 21'8" I I"' 7'10' -1 I 39'4" -I R-284# U-801 RL-209/-115# W-8" R"11411 U-378# W-4" (Ri9id Surface) (Ri9id Surface) R-280p1F U-100pif W-5'10" (Ri9id Surface) LEFT RAKE = 1 ' 1 "7 DESCTIH—1S6 11 '2 RIGHTSE0 G= 1720215 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-213177 FT/RT.-207(0W 0(0) OTY— 1 TOTAL- 1 REV. 15.01 .01C.061 BO E —0. 1875 ••WARNINGf R ee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.OpsEF ••IMPORTANT•. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Truseos Ir. mtrim. or. in fobrioatl q handl) shipping, installing ond proal Rorer to and !� �/�� follo..,h.Iciest edition of SCSI (Building C$,Ipon.nt tfpty INormotion, by TPI aria.rcw'for sooty TC DL 7.0 sT DATE 07-16-2015 I"' ootlo..prior to parforming fhpM furotlorr. I tollara a/all provide temporary brooing poor SCSI. Op sr �l«.ove a properly., tap phare.dale hang Pr Ig ottshown structural nt 1.10,0 and bottom oford BC DL 10.Opsf DRWG .hell nae.a properly attached rigid ceiling. L000t ons Shown Por permanent sh la,.eal restraint of wsba .boll have bracingI,rtoll.d p.r SCSI otlon.83, 07 or 810, oe opplloobl.. Rppl�(plot.e to mach face f� Rf tri...and position osoho..above and th.Joint De ails, un vireo noted otMrw7.a. 0 Opsr J5 .f.e to A-o.inge 160A-2 for standard plate position.. BC LL ITV Building-Components Group trio. shall not bo responsible for any d.vlotlon from this drawing 3820BobbiLer-Tit1.vlLa.Plorida-32783 ony follure to build tho true. in oonformono.with RNS/TPI I. on for handling, shipping, instollotion TOT.Lo. 37.Opsf 1^pogo en this drew( or sever peg. listing thin drsoing, indicates eee.ptenos of pref...lonol 0/A LEN. 390400 Ph: (321)-383-0366 sngln.oni�ng r..pen.Ibli�y solei for the design.horn. The wlt.blilt end use of this trew(ng Fax:(321)-3&3-U06't for any.trwt.rs is the r..pon.ibi i lty of the Building D..ign..p..RNMITPI 1 S.o.S. DUR.FRC. 1 .25 JOB #: 21875 For more information pop thio job p gsneral notes cogs ond the..web.It..: S PRC I N G 24.0" TYPE HIPS ITVBCG: wow.itwbog.00m: TPI: www.tpinst.org: Yw TCR: w ..boindu�try.00m: ICC: ww.loosoF..org Job: (21875) /BREVRRD HOMES /OAK LANE - AZALEA / H17 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 meon hogt, ASCE 7-10, CLOSED bldg, not locoted within 9.00 ft from roof edge, RISK CAT IT, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf. Top chord 2x4 SP #2 GCp1 (4/-)-0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :W10 2x4 SP #2: Wind loads and reactions based on MWFRS with odditionol C&C member design. :Lt Slider 2x4 SP #3: BLOCK LENGTH - 1.818' Bottom chord checked for 10.00 psf non-concurrent live loud. Lumber value set "13B' uses design values opproved 1/30/2013 bg RLSC Deflection meets L/360 live and L/240 total lood. Creep increase foctor For dead MWFRS loods based on trusses located at least 15.00 Ft. from roof edge. load is 1.50. 1- 12'10" I 5'4" 1 10.7'15 I 4'6"9--.-1 so • :(R) 12 6 sax- s (7 3X4 () s3X m m N N N N a5X8 a 0 i• is - . c . . *'6 =3X4 1w 33'4"8 1 I• 33.4"8 1 R-1259# U-187# RL-212/-194# W-4" R-1266# U-212# (Rigid Surface) DESC. =IH174'8"7 RIGHT SEOG= 1716414 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI.2007 FT/RT-207(O7)/0(0) OTY= 1 TOTAL- 1 REV. 15.01 .01C.06180&>LE -0. 1875 **WARN NGGl•• READ AND FOLLOW ALL NOTES ON THIS DRRWINGI Sf REF ••IMPORTANT•• TC LL 20.FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. p Tru■..s rewire extreme oaro n robrloote handling shipping, I.vtolll and brool R.r.r to and ��I�� follow tho lofoet eition of ecsi (e..11dln9 c$„pan...t 7.r.ty 7ri.F.otl«,, by�ip1 one 8Tc,e,...&.ty TC DL 7 .OpsF DATE 07-16-2015 pprr:::no prior to p.rrorwing tM■.runoteve Inatol lir.eooll proved. tewpororIl band en9 er°CSI. RUSSWOOD shall natal properly.. top od rd■d ceiling.hong proper) ottohown■oruotunul ■l lot `g ane bot lot oford 1 O.O S a oholl hove a properly ottooh.p eOy S otlo83, 0.'BID, for pgrron.nt lateral int of woe. BC DL 10.0psr DR W G .hall hon.brpoep er os shown per above and the 83. 87 ells ounless noted Apply plot.. to lone row taws ond position o..hrr..oboe.and on th.J.Int D.tdel., I...noted ath.rr7... 0.0psf JS RgrIT to trooIr,+.Rs 16onen for standard plot. o.nldr. BC LL ITS Building-Components build toot■Group (no. .hull not bo responsible for any devandloteon rron the. 'oaing 3gtoeobbit.n. riemvme.Imiap-3zTes roelre. ,o breed the truss in oonrdawono.with RNS/TPI 1, or roe handling, shipping, installation 37 . S� 330408 i"i ad, of sr,,ss.., TOT.LD. p 0/A LEN. Ph: (320-383-0366 A ssssI on tele drawing or oewr page listing this drawing, indicates eee.ptaneo or professional engineering responsibility solely far the design.hewn. The.,,It.bllItyendwee of this droving DUR.FAC. 1 .25 JOB #t' 21875 responsibilityFax:(321)-383-0362 for any structure is the responsibility of the Building Designee per MNBIMI For more enforwotlon.e.thes job•gonane notes pogoand these wb.et..: SPACING 24.0" SPEC ITSBCG: rer.Itrbo9.00w: TP1: ow.tpenat.org:1TCR: rrr..bpintry.00m: Icc: .rm.loosof..org TYPE Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / H17A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 138 (Effective 6/1/2013) Ril plates ore 3X4 except os noted. Top ohord 2x4 SP #2 150 mph wind, 15.00 ft mean hat, ASCE 7-10, CLOSED bldg, not located within 9.00 Bot chord 2x4 SP #2 :81 2x4 SP M-31: :B3 2x4 SP #1: 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 (4/-)-0.18 Lumber volue set "13B" uses design values approved 1/30/2013 by RLSC Wind loods and reactions based on MWFRS with odditionol C&C member design. (a) #3 or better scob reinforcement. Some size & BOX length of web member. Right end vertical not exposed to wind pressure. 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 load is 1.50. MWFRS loads based on trusses located at least 15.00 Ft. from roof edge. Left bottom chord exposed to wind. 1 17' -1- 19'4" -I 3' -"I r T - _ 8 T #3X4 CR) 12 - ) -= (a) of 6 p to N o 03X,,,:::0111°..°°°°°1°.#1111.1°°°°°°°°.°1-'- 3X /3X = = m e t r) IO 07 _ - . W 0) N 47 i�_ _ : . •3X504 ki,„„• '1 +X4 - - a• _ -,- 14X6(R) 14X6(R) H4X6(R) I 9'3" I- 30'1" (1q) ' I 9'2" 41— 21.10"14 I- 7'5"10 1 I- 39'4" I R-488# U-152# RL-245/-151# W-8" R-115411 U-33011 W-4' (Rigid Surface) (Rigid Surface) R-1393# U-3779 W-6" (Rigid Surface) LEFT RAKE = 1 '1"7 LEFT -1 JIG 19 2. RIGHT JIG - 9'4"2 SEO = 17228 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-202i0Z)/ 0(0) OTY- 1 TOTAL- 1 REV. 15.01 .01 C.061 SSE -0. 1875 *.WARNIN .* READ AND FOLLOW ALL NOTES ON THIS DRAWING! T C LL 2 0. 0 Ei REF •*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. P Trv...• quire otr.-.oars In robr,oeti g handlingi.Thi Irg, Instolllnq end brtilnq Refs; to and F� �,�� Follow the Iciest edition of BCSI iBui ldln9 Co.pona t S..-.ty oli p.'orlon, by 7PI o b VTLRI For.oF.,y TC DL 7 OPsT DATE 07-16-2015 re pr ootlow prior to p.rforning tMae Conor tans. Instollsrs.roll provide t.-porory}1 bract nrpq per BCSI. RUSSUOOD Unle.a noted oth.rvia., top ohord.hell hove proper)4 otteohsd structural .Irothlfie end bSttt'on ohord O.O s shall it:: a prop.rl9 ttuohad rl441d o.ilin9. L000t)on..hovi for per-anent later l ..troint of webs BC DL 10.0psr DR W G shell hove d polnq tolled per BCSI .sedan.B3,Joint 810, e.opplloobl.. Apel�J plots to soap loos of truss and pe.'? on os shown oboes end on the Joint D.tolI., unless notal otherwl.s. O,O p s L` JS Refer to drawing, 1608-2 for aondord plot.not be .. BC LL r i ITV Build builpon.nt.Group Inc. .roll not b.responsible for ony handling, ion fro-this drool 3BzoBaee Is.-rm.a..11o<;aa-3zrea nN Colloro to truss...m. trues In aanrar-anao with tS PI 1, or for henellne. .hlpping, In.teli$4ion TOT.LD. 37 .0psr 0/R LEN. 390400 d�reaing of t,...... Ph: (321)-363--366 R s.el en this drewing or ciever peg. Ii.?Ing this drawing, Indleetw see.ptee o of pn drawing Fax:(321)-383-0062 to ony. wet .I.btll..responsibilitysolely pof tthhegnbuilding�Ig or per iri(OIi/TPIi wee or °reY1ng OUR.FRC. 1 .25 JOB #: 21875 For more Informationsee this fob.general notes p° end the..web alto.` ITVBCG: we.ltwbog.00-: TPI: ww.tpin.t.org: YTCR: ww..boin try.00n: ICC: www.icosofe.org SPACING NG 24.0" TYPEH IPS Job: (21875) /BREVRRD HOMES /OAK LANE - AZALEA / H19A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Volue Set: 13B [Effective 6/1/2013) All plates ore 3X5 except as noted. Top chord 2x4 SP #2 The maximum horizontal reoction is 331# Bot chord 2x4 SP #2 :B2 2x4 SP #1: Webs 2x4 SP #3 :W3 2x4 SP #2: 150 mph wind, 15.00 Ft mean haqt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft From roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psf, wind BC DL5.0 psf. Lumber value set "13B" uses design values opproved 1/30/2013 by ALSC GCpi (+/-)-0.18 Special loods Right end vertical not exposed to wind pressure. (Lumber Dur.Foc. 1.25 / Plate Dur.Foc.-1.25) TC- From 56 Of of -1.13 to 56 pIF ot 11.39 Colculoted horizontol deflection is 0.12" due to live load and 0.17" due to dead TC- From 56 plf at 11.39 to 56 plf ot 19.00 load. TC- From 56 plf at 19.00 to 56 plf of 26.67 TC- From 56 Of ot 26.67 to 56 plf of 34.33 (o) #3 or better scob reinforcement. Same size & BOX length of web member. TC- From 56 Of of 34.33 to 56 plf at 39.33 Attach with 10d Box or Gun (0.128"x3",min.)nolls 0 6" OC. BC- From 20 Of of 0.00 to 20 plf of 9.50 BC- From 20 Of of 9.50 to 20 Of ot 21.42 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead BC- From 20 plf at 21.42 to 20 Of at 31.42 load is 1.50. BC- From 20 plf at 31.42 to 20 plf at 38.87 BC- From 20 plf at 38.87 to 20 Of of 39.33 MWFRS loads based on trusses located at least 15.00 Ft. from roof edge. BC- 110.00 lb Conc. Load of 9.50 Wind loads and reactions based on MWFRS with additional C&C member design. I 19' I 15'4" I- 5' --I R _= 0 -8 T T >a 03X4 = Ar - 83X5(R) 12 = _ (0) .:"..".)- =,. P 6 � _ = 1° ' 03X = 9 =_ (o) = in io � _ _ = m o b a) 3 = z .. _ .20„" is 303X7(B IIIIIIIrlim 1 1 j `, _L . _ 1 ,I■ IWX6 CR) I 39'4" I S(g) I! I 9'2" 11'. 23'9"13 f- 5'6"11 1 1 9'6" 1 29'10" 1101 R-1631# U-541# RL-281/-187# W-8" R-1514# U-531# W-4" (Rigid Surface) (Rigid Surfooe) LEFT RAKE = 1 ' 1"7 RIGHT JIG - 11 '0"8 LEFT JIG H1- 9A 4" 13 SE0 = 17224 PLT. TYP.-WAVE DESIGN CRIT-F8C2010RES/TPI.2007 FT/RT-20X(00)/0(0) OTY= 1 TOTAL- 1 REV. 15.01 .01C.061 EEI ULE =0. 1875 e.WRRNINOIee READ AND .0P FOLLOW ALL NOTES ON THIS DRAWING! e. TC LL 20Sf REF IMPORTANTee FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Truss„ Its •tr.n.ow. In Febrloating, ha,dling hl ,g, Install, nd broolnq R.Fr to and �/�►� falls th.io?„+ .e1+Ian ar Bcsl ie Ildln9 canpa .nt sob.�y gPniar.avide',ionby SP1 and YTCR) for„F.ty TC DL 7 .0(OsF DATE 07-16-2015 1st* pr aria„pr for to paFarming ti...Funotloro. Instal lata ahaII pros"poror broom ngq par SCSI. [� RUSSWOOD shall l one a properly top.hard sdal l hong ptb oat attached shown oruotural nt Iat ,'a and train of we 1 0.0 sf .boll hong a acing in talleded rigid osill,wo. Loost7oor thaw m a plicabi.. lApply restraint of b. BC DL P DRWG shot I hong bracing installed per..CSI section.B3, B7 r BID, o.applicable. Apply plot„ to„oh webs of trues and pos171on em.howl above and on th.Joint Details, unless noted othrwtse. 0 O[")Sr JS Rorer to drawings ISOR-2 For•tondord plots positions. BC LL r ITV Building-Component.Group Inc. shall not W reeponsiple for any danlotion from this drawing 3820 Bobbi Lula-Trtu iflo.Fiotla-32783 Fol lura to build the trues in conformance with ANSI/TPI 1, or for handling, shipping, Installation TOT.LD. 37 .0psF i'�b ooing of true„.. 0/R LEN. 390400 Ph: (329-�� 812 on this drwl or saver pegs listing this drawing, indicates eeespten„of professional engineering rosponsibility solely for the design sham+. The suitability end use of this Snowing DUR.FRC. 1 .25 JOB #: 21875 Fax:(321)-383-0362 for any struaturo ia the rs.ponsIblilty of the Building DeDesigner. per I/ RNBTPI 1 Bes.2. Far more information.„ this,lab•gsnsral not..pogo and these web.It„: S PR C I NG 24.0" TYPE HIPS ITVBCG: www.Itwbog.com: TPI: www.tpinst.org:YTCR: www.aboinduatry.com: ICC: www.Ioo.OF..org • , Job: (21875) /BREVRRD HOMES /OAK LANE - AZALEA / H21A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) All plates ore 3X5 except os noted. Top chord 2x4 SP #2 The maximum horizontal reaction is 331# Bot chord 2x4 SP #2 :B2 2x4 SP #1: Webs 2x4 SP #3 :W3 2x4 SP #2: 150 mph wind, 15.00 ft mean hot, ASCE 7-10, CLOSED bldg, not located within 9.00 ft From roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psi', wind BC DL5.0 psf. Lumber value set "13B" uses design values approved 1/30/2013 by RLSC GCpi (+/-)-0.18 Special loads Right end vertical not exposed to wind pressure. (Lumber Dur.Foc.-1.25 / Plate Dur.Foo.-1.25) TC- From 56 plf of -1.13 to 56 plc' of 11.39 Colculoted horizontal deflection is 0.12" due to live load and 0.17" due to dead TC- From 56 plc' of 11.39 to 56 Of of 21.00 loud. TC- From 56 Of of 21.00 to 56 plf at 32.33 TC- From 56 plc' at 32.33 to 56 plf of 39.33 (o) #3 or better scob reinforcement. Some size & BOX length of web member. BC- From 20 plf of 0.00 to 20 plf of 9.50 Rttooh with 10d Box or Gun (0.128"x3",min.)nails 0 6" OC. BC- From 20 plf at 9.50 to 20 plf at 19.17 BC- From 20 Of at 19.17 to 20 Of of 29.17 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead BC- From 20 Of of 29.17 to 20 Of of 38.87 load is 1.50. BC- From 20 plf at 38.87 to 20 Of of 39.33 BC- 110.00 lb Conc. Load of 9.50 MWFRS loods based on trusses located at least 15.00 Ft. from roof edge. Wind loads and reactions bused on MWFRS with additional C&C member design. Left bottom chord exposed to wind. 21' I 11.4" I_ 7' e.I es' 8 11. 0,3X ;O) _ - o) IW ../1 X '11 S CR) ) T T 12 / f.;,) ei In 6 111111 0 I 014X _ i (0) 11lr m / - 111 111 m -. ., F 1 r 1 % z I 111 /.)�___HO510 ��_ ` I i /d/' ., 12x 1 -' -3X7(13 -r///- 1.8 ..1_ 01 ,. 1 (a) I. 38'4" "I I1.� 9.2" yI 25'8-11 I -3'7"13-9 T I. 9.6" ! 29'10" I 1100 R-16310 U-5760 RL-317/-2230 W-8- R-15140 U-6590 W-4" (Rigid Surface) (Rigid Surfooe) LEFT RAKE = 1 ' 1"7 LEFT JIG = 23'7"10 RIGHT JIG - 12' 10"15 DESC. = H21R SEO = 17220 PLT. TYP.-WAVE DESIGN CRIT-F8C2010RES/TPI.2007 FT/RT-200(0=)/010) O T Y- 1 TOTAL- 1 REV. 15.01 .0 1 C.0 6 1 51I6UL E -0. 1667 ••WRRNINGI•• READ AND FOLLOW RLL NOTES ON THIS DRAWINGI TC LL 20.�(JSf REF ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trues r p�Iry •rr..,. n fabrlootl B Mrd11 hlPp InQ, In.tolll and broolnq R.f.r to and �tl�� Fol IW tha IeiMt.eirlon of ecsi (a lleing cb pon.nt ns$b.ry IntOFnotlon, by P1 and VICN'Far.of.ty TC DL 7 .Opsf DATE 07-16-2015 T pprraotlo..Pn'lar to p..Forning lb...Fl.,otlo.. Invta l.r..hall proved. t..,porory brooirg per BCSI. RUSSwOOD Un l...notal orharul u, top chord.hal I baa.prop.rl9 attooh.d.truoturoi .haathl n9 and bottom olard 0.0 Sr .holt have o properly ottooh.d I Ild o.I l in9. L000ttonr.Mull For p.rnar-nt I I I .arolnt of wb. BC DL p i DRWG fprzzi7Pri.v=ii ,r MII ha..brool p Inaell.d p.r SCSI otlon.93, e7 or 010, a..Mlloabl.. Appsy plot.. to.oah Coo. tr,,..and pa.'I'.Iona .ho~,abaa.and on th•pos i t i Joint 0.1.1 1., .,1...n.,md a,Iv r.T... 0.0 p s f JS R.FIT to drool 1600-Z for standard plat.no.lt,erv. BC LL nyITV BulIdtn9 Co.,pon..nt.Group Inc. .ball not W n.Ibl.For any d.vlotlon fro.,thl.drawl rg 3820 Bobtitos,-Tihnvb,Florida-32783 `ny Failur.t�rbuuilld th.tru.s in conformance with ANSI/TPI I, or for handling, .hipping, In.tollo1 Ion TOT.LD. 37 .Opsi 390400 b 0:..1 en this drove on Gown pa9e lilting this*•wing, Indleet..seeeptenoe of pnef«.I«,ei 0/R LEN. Ph: (321�383-0O6fi .n5ln..rin9 responsibility ..(el for the design shown. TM suitability and it..of this drawing DUR.FAC. 1 .25 JOB #: 21875 Fax:OW-383-0362 for any.tr„otl,r. I.the responsibility of the 0ulldine 0.elgn..'per ANSI/71.1 I t.e.2. For more Informatlan sow thl. yob.gg..nn..rral nor..page and them,web.Iles: SPACING 2 4.0" TYPE H I P S ITVBCG: rww .ltubog.00,i TPI: u .tpin.t.or9:YT CR: uw..bol try.00.,: ICC: o w.Ioo.oFe.or9 Job: (21875) /BREVRRD HOMES /OAK LANE - AZALEA / H7 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 4.50 ft from roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psf, wind BC OL-5.0 psf. Top chord 2x4 SP #2 GCpi (+/-)-0.16 Bot chord 2x4 SP #3 Wind loods and reactions based on MWFRS with odditionol C&C member design. Webs 2x4 SP #3 :Rt Splice Block 2x4 SP #3: Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set "13B" uses design volues approved 1/30/2013 by RLSC Deflection meets L/360 live and L/240 total load. Creep increase factor For dead lood is 1.50. -7 I 25.4" I- 7' T X8 13X4 -5X5 .3X4 s5 8 T T 6 ® }I }I M % N .In-. o 04X5(R2r m (7 % 7 7 i _4X5(11 g % - l® 11 0 000 - 22X4 =� T -au SRS 4X4 s■H0308 =3X5 E" 39'4" i II. 1- 39'4" 1 R-1549# U-589# RL-139/-1500 W-8" R-14860 U-5540 (Rigid SurFooe) LEFT RAKE = 1 ' 1"7 - DESC. = H77' 11"14 RIGHTSEOG= 1713414 PLT. TYP.-WAVE DESIGN CRIT-FBC2OIGRES/TPI-2007 FT/RT-201(0X)/0(D) OTY= 1 TOTAL- 1 REV. 15.01 .01C.0818DN1E =0. 1875 •.WARNINCId• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 2O.OPSF REF "IMPORTANT" FUN H THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trus.. qulr...tr....oar. In fobre oatln9, hondlln9 shipping, ;metalling and broor Rorer to and �tl�� follow the ioteet.dlteon of SCSI (Building Component SoFoy Information, by TPI and VICR 'For softy TC DL 7 .OpSF DATE 07-16-2015 �. pr ootlo..prior to p.rForning thew tante°... Iretoll.rs.hell proved.t.mporory brooln9 SCSI. BUSSw�D 0nl.es rated prop.rl... too.hard id I hev.i., "'I;attaah.d for perwrnnt lotsul wiroent of webs BC DL p DRWG voi• 17•1•izilinzi7Finzit ..MtI Mw draolnq e7etall.d per oCSI and on the 83, 87 610, o.oppleoobl.. Apel4 piot.. to.00h foo. truss and po.etlm a .ha. and on ,Dent atal I., not..ath.ra7... 0.0psF JS Rorer IT to o-oolnAe 1soR-z for standard plot.position.. BC LL Iry Bo Idrngbui ldor..nt.Group In. .hell not be r ebl,for any deviation From the.installation 3820 Bobo lore-TaeswL..Florida-32'!83 any foe1w'. to build the frau In oonforwno ueth fWS/TP] 1, or for Mndleng, ehlpp erg, Inetollo(Ion TOT.LD. 37. OpsF 390400 e broolng of tr,,..... 0/R LEN. Ph: (321)-3$3-0366 A.eel on this drawing er Gower pogo listing this droming, Indl..tss sampled.*or proFes.Ion.l - engineering r.Gponelbilite moiety For the design.how,. TM.oItebllltyy end u.e of this dewing DUR.FRC. 1 .25 JOB #: 21875 Fax:(321)-383-O362 For ony.tmgture Is the r.epenelbll itW of the Budding Designer per ANSI/TPI 1 Seo.2. For mor. Information..e the•yob a FMCS; notes page and those web.It..: SPACING 24.0" TYPE SPEC ICG: wo.Itabog.00m: TPw I: u .tpenst.or9: TCR' wwww.toosofe.org ICC: u .eoosof..or9 • • Job: (21875) /BREVRRD HOMES /OAK LANE - AZALEA / H9 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 bidg, not located within 9.00 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 (4/-)-0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind foods and reoctions bosed on MWFRS with additional 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 & BOX length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nolls 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 loads based on trusses located at least 7.50 Ft. from roof edge. load is 1.50. E'' 9' 1 21.4" 1 9' X8 112X4 mi.16 m3X4 -5 8 O f I I P 6 �X (ol/1/11/1//!//. 2X4 _ - / In In .4X5(8 // =4X5(1121 �= = 13X4 a m3sr b m3X9 X4 -lf6 ;)X4 -` it I•• 39'4- 1 39'4" 1 '� R-1547# U-586# RL-200/-200# W-8- R-1547# U-586# W-8" (Rigid SurFoce) (Rigid SurFooe) LEFT RAKE = 1 ' 1"7 RIGHT RAKE_= 1 ' 1"7 DESC. = H910'2"11 RIGHTSEOG= 17713811 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-201107)/ 010) OTY= 1 TOTAL— 1 REV. 15.01 .01C.O818OPLE —0. 1875 ••WARNINGI•• READ AND FOLLQW ALL NOTES ON THIS DRAWINGI TC LL 20.0psf REF ••IMPORTANT•• FURNISH THIS DRAW3ING TO PLL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require 00000ms in fabrloate handling, hl , Installingnd brool R.Fr to end �/�� follow the latest edition of SCSI [Building[$sponsor sutafy InnPo)�moteon, by TPI aw WTcn"9i'For safety TC DL 7.Opsf DATE 07-16-2015 I.0 pr at loss pr lr to prformer.g thaw fent ions. II1.tollr.shall proved. t.mprory broo ing ppserr SCSI. RUSSWOOD shall ove a properlyya, toped rdgiidol) how prLoyl nshown Lorupturol nt lal..'o and traint hard 1 O.O of shall have bracing properly rigid .sectio Locations3, r 810..n Lou'permanent )apply) r. trent of webs BC OL P DRW G r.esq per on.S3, B7 as oppleoobls. Apply plots. to.00h Lao. of trues and position os shown above and on the.Joint Details, unless noted othrw'es. O Ons(+ Refer to droaengs ISOR-z Lou'.tandord plot.position.. BC LL 0.0psr JS ITV Sot ldeng-Cawpawnts Group Ino. shall not b. ebie fr any deviation from this droving 3820BobtiLaih r-1nvdle.F7ori1a-32783 anyLou lura to build the true. on aonfr . r r handling, shipping, ln.tollomonowith ANSI/TPI/TPI 1, For TOT.LD. 37 OPsf' 0/A LEN. 390400 L brooeng of trusses. _ Ph: (320-3M-0366 8 seal onthis drawing lil .o1.1yyrtpageor listing thus drawing. ign shown. Tha %lt.bli*. send 1155 s of pr drorlanal Fax:(3z1)-333-1 m62 �any struottur. 1s the ru..pensibi l ily of the Building Designer pr IWBI/TPI I Bw.2. rg OUR.FRC. 1 .25 JOB #: 21875 For more information see this,lob.general not.. page and these web.Its.: SPACING 24.0" TYPE HIPS ITWSlaw. rt CG: wwv.etwbog.00n: TPI: w.tper .rg: TCRwtow.: ww.abol try.00m: ICC: w.eoosof..rg t • Job: (21875) /BREVRRD HOMES /OAK LANE - AZALEA / H9R 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 #2 GCpi (+/-) 0.18 Bot chord 2x4 SP #1 :B2 2x4 SP #2: Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with odditionol C&C member design. 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. 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 totol load. Creep increase factor for deod load Is 1.50. MWFRS loads based on trusses located of least 7.50 ft. from roof edge. I.... -9' I 28' 1 T 12 %2Xli,,f -4"1"._ 6 1:7r \ iiiii ___ T T 1 11111,111°- i �, �, •3X6(R ' 1� 1 11 - - m.013 .4110• - ' m''S m3X4 CD 84X6(R) fw 37' 1 E• 37' 1 R-1459# U-543# RL-192/-70# W-B" R-1399# U-541# W-4" (Rigid Surface) (Rigid Surface) LEFT RAKE = 1 ' 1"7 LEFT JIG - 10'2"11 RIGHTS _JIG 28254 DESC. = H9R PLT. TYP.-WAVE DESIGN CRIT-F8C2010RES/TPI.2007 FT/RT-201105)/0(0) QTY= 1 TOTAL- 1 REV. 15.01 .0 1 C.06 1 SOM E —0. 1875 ••WARNINGI•• REAAND FOLLW RNOTES ON THIS DRAWING! TC LL 20.Opsf REF ••IMPORTANT•• FURNISH THIS DRAWING TOALL CONTRACTORS INCLUDING THE INSTALLERS. Truawe IM nn rebriootln, hondlln hlppl IMtoiII nd brool R.Co to and �/�� £0llou+na ion.t edition ov SCSI (Bulidln Cowpovnt SoFsty InroFrotl«, by"�Pi and vTcw'ror.or.ty TC DL 7.OPS DATE 07-16-2015 pprrootloes prier to parrornl ng thaw funotlon. Instolloars.ha I It gravida tawprory broom pr SCSI. rs RUSSTV00D shall hove a properly top cdori ado lona prL000t, n..1. d Lor per I nt iot n and booint ohord BC DL 10.OPSr RUSS hove a I attached 1pld coiling. L000t ons shown for neMnt Iotaroi restraint o('cabs DRWG shall hove bracing installed per SCSI sections 133, 87 or BID, es oppllooble. Apply pietas to each row [� JS or trues and pest T ionReferdrawings cm shown above and the Joint [Iloilo, unless noted othroTse. 0 OP Refto acinnggss 1Fi0R-Z For stondord plate positions. BC LL �Jr ITV Building-Components Group Ino. shall not W Ible for ony deviation Crow this drawing, 3820BobbiLene-TinavIle.Plorida-32783 onN lollure to build the truss In oonro..ano.with RNSI/TPI 1, or for handling, shipping, lnstollo(Ion TOT.LD. 37 OpsF 37 Ic�rool of true.... 0/A LEN. Ph: (321)-383 3E6 A sss on this droving or sever p.ge I l.ting this drawing. indlwtw.o.ptenw of professional engineering r..pon.IbiIiN solely for Si..design shown. The.I,ltebilityy and use or this drawing DUR.FRC. 1 .25 JOB #: 21875 Fax:(321)-383-0362 for any a/rueturo is the responsibility of Si..Building Designer per ANSI/TPes I 1 Bet. Fr mora information see this fobs general notes and these web sit..: SPACING 24.0" TYPE HIPM ITVBCG: ww, w.itwbog.00n: TPI: u.tpinsr t. g: TCR: .ebol .. wwr try.00ICC. " .iaar.. y Job: (21875) /BREVARD HOMES /ORK LANE - AZALEA / HG5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) Special loads (Lumber Dur.Foc.-1.25 / Plate Dur.Foc.-1.25) Top chord 2x6 SP SS :T1, T5 2x4 SP #2: TC- From 56 plf ot -1.13 to 56 Of at 5.00 Bot chord 2x6 SP SS TC- From 28 pIF of 5.00 to 28 pIF of 34.33 Webs 2x4 SP #3 :W2, W12 2x4 SP #2: TC- From 28 Of at 34.33 to 28 pIF at 35.06 TC- From 56 pIF ot 35.06 to 56 plf of 39.33 Lumber value set "13B" uses design values approved 1/30/2013 by ALSO BC- From 20 pIF at 0.00 to 20 plf at 5.03 BC- From 10 pIF of 5.03 to 10 plf of 39.33 150 mph wind 15.00 Ft mean hot, ASCE 7-10, CLOSED bldg, Located anywhere in TC- 316.76 lb Conc. Load of 5.03 roof, RISK CIT II, EXP C, ulna C oL4.2 psf, wind BC DL5.0 psf. TC- 118.72 lb Conc. Load of 7.06, 9.06,11.06,13.06 GCpi (+/-) 0.18 15.06,17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06 33.06 Wind loads and reactions based on MWFRS. BC- 177.86 lb Conc. Load of 5.03 BC- 89.62 lb Conc. Load of 7.06 9.06 11.06 13.06 Colouloted horizontol deflection Is 0.13" due to live load and 0.17" due to dead 15.06,17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06 load. 33.06 BC- 175.16 lb Cono. Load of 35.06,37.06,37.40 Bottom chord checked for 10.00 psf non-concurrent live loud. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Calculated vertical deflection is 0.83" due to live loud and 1.0S" due to dead loud is 1.50. loud of X - 19-8-0. 31711 1191 list 1191 list 1191 1190 Ilse 2, 2.01#7- 11911 119' 11911 11�9f/ �2. -4 2 -4-2' Il 2 I'�5'0"6--T` 2' --�2' - }--2' --{f2' -�_2' --�--2' +�F2' '-'�2' -TF 2' "-i-- • � -4► 6'3"4-.-I 1..---___5. I 29'4" I 5' -.I .H0510 .3X4 12 -..' -3XR -:i 4 R2X4 - if) .4XR - X8 T 6 f7 T5 T T o W2 WI O4X10(R8Ff1 ;' iv .4X10[R7� _ m M 1 e� 4••••=-7.- 42X4I io r) 42X4 .4X10 / 4 •3X8 - / 4 -3X12 13X4 1 1 I- 39'4" I E. I- 39'4" + `I 1. -506- -0j --5 0 8 -0 901 2 909 2 2 ew 2 2 eo#2 2 90#2 404 2 ea 2 "' 2 t 2 9d 2 NW - 2 I'"" 1 >' 1 4I R-28874 U-14774 W-8" sot R-29054 U-1499# (Rigid Surf'ooe) LEFT RAKE = 1 ' 1"7 LEFT JIG = 5'9"1 RIGHT JIG s< 5'9"1 DESC. = HG5 SEO = 17130 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/R1-207(0X)/ 010) OTY- 1 TOTAL= 1 REV. 15.01 .01C.061 BDPIE =0. 1875 **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ••IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T C L L 20. O P S f REF Troves require eeeewit oars In fabricatinrpg handling, shipping, installing and broolnnqq Refer to and follow the latest edition of SCSI [Building Component Saety Information, by TPI and IITCRT for safety „�. pro floes prior to performing these fw,atlons. Installers.hall provide temporary brewing per SCSI. TC DL 7.OPsf DATE o7-16 2015 Unlsle rof.d otMrolee, top olwrd shall hove prapsrlI�otfoohed etruoturol sh.othlng and boltom oho.-d f� R USS OOD .Iwll heve o properly ottow)vd I Id.slung. Laootion..ha.. Cor permanent lateral nt b. BC DL 10.OPS r DRWG shall hove bracing installed per SCSI sections 83, 87 or 810, as oppllooble. Apply plot.. to each face ftrue.and position a..ho.m bove and the Joint Details, unless noted otheruTse. BC LL O.OPSf JS Refer to draw I60RQ for standard plots poeitloM. ITV Bonding oapon.nts Group m a. .hall of W Ib1.for any deviationIan from this droving f+ 3620 Bobtd I.ale-Titusv3e.Pbrila-32763 onyl£01lurs to build the true. In aonfornonoe with M6 TPI 1, or for handling, shipping, metol lollop TOT.LD. 37.O Sr A as«�on this drawl .r sever 11et1 this drool Indio.t« ton..of 0 P 0/R LEN. 390400 Ph: (321}383 alts ^t ... re re P professional earl�Its cturenlI)I sill y �esr the dthe O re TMasuitability 1W4I%PI use of 1 Ssa.2. droving DUR.FRC. 1 25 JOB #' 21875 Fax:(321383-0062 ren structure Is the DI i If of the Sul Idl DwI For more Information see this Job■googol rote.po and those web sites: ' ITWBCGI ww w.it•bog.00mi TPI: v.tpinst.org:YTCR: .mm,.ebaln, w lry.00m: ICC: v .loasaf..ar9 SPACING 24.0" TYPE SPEC Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / HG7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) 150 mph windt 15.00 ft moon hat ASCE 7-10, CLOSED bidoq, Located onywhere in roof, RISK CIIT II, EXP C, wind TC OL-4.2 psf, wind BC DL-5.0 psf. Top chord 2x6 SP SS :1.1 2x4 SP #2: :T3 2x6 SP #2: GCpi (./-)-0.18 Bot chord 2x4 SP M-31 Webs 2x4 SP #3 :W2, W6 2x4 SP #2: :W8 2x4 SP #1: Wind loods and reoctions bosed on MWFRS. :Lt Wedge 2x4 SP #3: Right end vertical not exposed to wind pressure. Lumber volue set "13B" uses design values approved 1/30/2013 by RLSC Calculated horizontal deflection is 0.11" due to live loud and 0.15" due to dead (a) #3 or better soob reinforcement. Some size & 80X length of web member. lood. Attach with 10d Box or Gun (0.128"x3",min.)noils 0 6" OC. #1 hip supports 7-0-0 docks with no webs. Left side hooks hove 7-0-0 setbock with 0-0-0 cont and 1-1-9 overhung. End Jocks hove 7-0-0 setback with 0-0-0 cont and 1-1-9 overhang. Right side jocks hove Deflection meets L/360 live and L/240 total load. Creep increase foctor For dead 0-0-0 setbook with 0-0-0 cant and 0-0-0 overhong. lood is 1.50. Colouloted vertical deflection Is 0.49" due to live load and 0.66" due to dead load at X - 21-11-0. 1.,________7' I 30' "I 810, 2(R) -3X4 - c. ® - 5 -3X10 -7X10 B == — T T 6 p ,ail.,_, .. (o) (a) ;;,//// (o) w://///////` - o T T m s4X12[67: -"1"----...(o) ___�.///////////////// - —,//////////////// to s z 1 Q , = — 1 �= II - ' , . 11 -3X10 1. 37' 1 P. ' 37' 1.------___7. 1- 30' `j 4615 R-2882# U-1064# W-8" R-3029# U-109511 W-4" (Rigid Surfooe) (Rigid SurFooe) LEFT RAKE = 1 ' 1"7 LEFT JIG = 7' 11"14 RIGHTS JO =_G 10'2115 DESC. = HG7 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-201(0X)/0(0) OTY= 1 TOTAL- 1 REV. 15.01 .OIC.061 81:031D-E -0. 1875 ••WRRNINGI•• READ AND FOLLOW ALL NOTES ON THIS ORAWINOI TC LL 2O.Opsf REF ••IMPORTANT•• FURNISH THIS DRAWING TOALL CONTRACTORS INCLUDING THE INSTALLERS. Ak Trues.s require b ....no oar. n Porlootl handling hl I , Instelll nd brool Refer to ond � follow the latest edition of SCSI (Building Cowponent safety InfoFwtlon, bg T 1 and 8 ^TGR77 for safety TC DL 7.Opsf` DATE 07-16-2015 pprr oat loot prior to perforning tlww fanot l on.. meta 11M.shall prove de t.wporory brool ng per SCSI. [� itUSSwOUD enol l ove o properly., top.lord.(sal I hong prL000t ottehown forupernol nt i otsr'o and trai oho re 1 0.O sf USS .hall have b properly tailed p rigid a..ltnp 03, 07oor 10, .or pilon... (Apply plates restraint of,»b. BC DL P DRW G *hall have bracing installed n above ovnoon lb 83, n7 ail ou oppllootld. ((pply plot.. to goon Poa. Rf +roto and ina. ISO a fo,... ndor and to the Joint Details, sane„.noted o+h.rwTsa. O.Opsf' JON Refer to drool 16084 for aon(o. plots pobill e.'s. BC LL ITV Bu a tbuild t uGrovpssi Ino. .hell not W ID 1, for ony andlin , Prom this dronetolrg 3820 BobbiLmr-Tihrvl�s.plorid.-32783 any fe dors tot bused the truss In oonPornoroe with RtS/TPI 1, or for handl erg, shipping, Irytollo{Ion TOT.LD. 37 .Opsf 0/R LEN. 37 L broo errg+s of trusses. Ph: (321)-383-0366 A s..l en this drawl or*ewe pep. listing this drowing, Indlest.s eoo.ptene.of professions) engineering r..ponslblI I? solely ow for the design shown. The.witeellIty end use of this drawing OUR.FRC. 1 .25 JOB #: 21875 Fax:(320-383-0362 Per any struoturii is the r.sperulbllity of the Building Designer per ANSI/TPI 1 8.0.2. For nor. information gee this,lob•general notes page and the..web.It..: SPACING 2 4.0" TYPE H I P M ITVBCG: saw.ltwbog.00w: TPI: ww w.tpinst.org: TCA: w .sboi w try.000: ICC: w .ioasofe.org Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / HJ5 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 bldq, Located anywhere in roof, RISK CRT II, EXP C, wind fC DL-4.2 psi', wind BC DL-5.0 psf. Top chord 2x4 SP #2 GCp I (+/-)-0.18 Bot chord 2x4 SP 02 Wind loads and reoctions based on MWFRS. Lumber value set "136" uses design values approved 1/30/2013 by RLSC HipJock supports 5-0-0 setback docks with no webs. Defleotion meets L/360 live and L/240 total load. Creep increase Factor for dead load is 1.50. 228 t.. 6'5-13 -I R-1980 U-1260 NAILED "T — T = 12 5- r r 4.24 p M N N ri m m m m •2X4(- T .L '1 E 1 1 1 1------1•5" I 7.0"14 1 R-2070 U-860 W-11"5 R-880 NAILED (Rigid Sul-Foca) LEFT RAKE = 1 '6" LEFT JIG = 7'7"6 RIGHT JIG - 8'7" DESC. = HJ5 SEQ = 17095 PLT. TYP.-WAVE DESIGN CRIT-FBC2DICRES/TPI-2007 FT/RT-207(0X)/o(0) OTY= 2 TOTAL= 2 REV. 15.01 .01C.0618DFLE -0.7500 ••WARNING •• F�READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.0 SREF .•IMPORTANT•• FURNISH THIS RAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. P Tr�p.s require ...trove In Cabrl outing, hondling shipppping, Installingnd Wooing. Refer to and _,I,� Coli..the test edition ofrSCCSI (Budding Cowpanent So�'.ty Inforwtlon, by 7Pi and VTCRT'for safety TC DL -OPsi DATE 07-16-2015 �y proof loss prier to prPornl n9 iMe.Cunotlons. InatoI ....hall pi-onId.tawporxfIll bracing per SCSI. 1 [� ItI1StSwOUD Unless noted otMrulN, top ohrd.hal l hove proprio.itaah.d•truoturol .I.athln9 one bottom oherd 1 O.O Si USS shall have o properly attached 1gld ceiling. Locations shown for permanent lot.rol restraint of webs BC DL P ORWG shod have Wooing installed per SCSI section.83, 87 or BID, os oppliooble. Apply plates to each Foo. of truss and poelT Ion os shwas above and on the Joint Detolls, unless noted otherwise. O.OPS r[� JS Refer to droo)nQ. ISOR-Z for standard plot.position.. BC LL ITV BuildingZaponent.Group Ino. shall not D. lble Cr any deviation Crow this drawing, F� 3820 BobbiLar-TituavIDe.Pln+Aa-32783 ony failure to build the truss in conformance with rPIS TP1 1, or for handling, shipping, Imetal lalon TDT.LD. 37.OPS! 70014 15rooing of true.... 0/A LEN. Ph: (321)-383-0336 A seal on this drewlp or cover pope listing this droving, Indloetee.wept....e of p.ofeNlonel t engineering responsibility solely Co.' the design shown. The stltebl iltyy and use of this&rowing 1 .25 JOB 21875 Fax:(321)-363-0362 Co..any struetury is the responsibility of the Building Designer per ANBI/TPI 1 8.0.2. OUR.FRC. 1 For nor. information see th1s job a general notes pons and these web sites: SPRC ING 24.0" TYPE H I P_JRCK ITV8CG: www.Itwbog.00w: TPI: ww.tpinst.rd. gi VTCB: www.ebolnstry.00w: ICC: www.ioo.Or Ce. y + Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / HJ7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Volue Set: 13B (EFFeotive 6/1/2013) 150 mph wind 15.00 Ft mean hot ASCE 7-10, CLOSED bid , Located anywhere in roof, RISK CRT II, EXP C, wind IC 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 loads and reactions based on MWFRS. Lumber value set "13B" uses design values approved 1/30/2013 by RLSC Hipjock supports 7-0-0 setback docks with no webs. Deflection meets L/360 live and L/240 total load. Creep increase factor For dead load is 1.50. 228 t' 11'3'12 '-I f' 3'7"3 1 R-170# U-115# NAILED T :lA — T T e3X 4.24 p o) r) �) in m s = m2X4(- 11 :l( 92X4 m4X4 i 1----1'5" r 9'10"13 -I R-354# U-140# W-11"5 R-412# U-98# NAILED (Rigid Surface) LEFT RAKE = I '6" LEFT JIG HJ�O'7"6 RIGHT JIG = 11 '4"15 PLT. TYP.-WAVE OESIGN CR)T-FBC2010RES/TPI-2007 FT/RT-202(pX)/ 0(0) OTY— 1 TOTAL= 1 SEO = 17252 REV. 15.01 .01C.061BONLE =0.5000 ••WARNING!•• READ AND FOLLOW ALI. NOTES ON THIS DRAWING! ••IMPORTANT•• FURNISH THIS DRRW NG TO RLL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 20.O P s f REF Tr.,...e require e.tr.me core In fabrrootrng, handle shipping, in.tolli nd brooi Refer to and \�/� follow the latest edition of BCS! (Building Conperw,t s`pbbety 11mFol-o' ion, by IPI and.Tctu for eef.ty [ DATE 07-16-2015 proolioes prior to performing toes f.notiors. Irstallere.hull provide isnpxory bracing per BCS(, T C DL 7.O s r R*]SS�OO� lee.roied oth.wiee, top shard.holt hov.p.-op.rly oltooMd.truoturol sheathing and bottom oho rd P (J shall hove o properly attached rigid ceiling. L000tton..hown for permanent lot.rol restraint of webs .hall hove breoing installed peBCS! tion.63, BF or Blo, a.applicable. Apply plat.. to each face BC DL 10.O P s DRWG of true.and pa.ition o ho.n obove end on the Joint Details, unless noted oiherwta.. Refer to dr wings IBCA-Z for standard plot.positions. f� Iry Budding-Component.Group Ino. shall not be esn.ibl.foe any deviation from this drawing, BC L L O O P s r J$ 3820 Bobtilas-Tihavae.pWrida-32983 any Failure to build the trues in oonformonoe with ANSI/TPI 1, or for handling, shipping, irstelloion I Broci of tress... TOT.LD. 37 .Opsf' 0/R LEN. 91013 Ph: (321)-383-0366 A seat on thle drawing or clover page ti.trrng this drawing, indlootes 000eptanoe of prafessrenol engineering responsibility solely for the design Morn. To suitability end use of this drawing Fax:(321)-383-0362 for any struara tuIs the responsibi I ity of the Building Designs See .2.this job al not..pa per ANJITPI 1 8. .2. OUR.FRC. 1 .25 JOB #: 21875 For more lnFarmation. and these web sites: ITVBCG: ww w.ltwbog.00m: TPI: w .tpinst.org: vTCRwwww.looeafe.org w.eboindu.try.00m: ICC: w .iooeofe.org SPACING 24.0" TYPE H I P_JRCK r Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / M1 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 hoqt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft From roof edge, RISK CAT IT, 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 Wind loads and reactions bosed on MWFRS with additional C&C member design. Lumber value set "138" uses design values opproved 1/30/2013 by ALSC Bottom chord checked for 10.00 psi' non-concurrent live load. Deflection meets L/360 live and L/240 total loud. Creep Increase footor for dead loud is 1.50. MWFRS loads bused on trusses located at least 7.50 Ft. From roof edge. Left bottom chord exposed to wind. R-145# U-9311 NAILED Fig T T 12 m = 6 S N N M m 0) O) m ER2X4(A i 1 /I III 11111111 11111 1 -1' I 6' R-29911 Rw-301# U-11211 RL-135/-490 W-9' R-109# Rw-146# U-61# NAILED (Rigid Surface) LEFT RAKE = 1 ' 1"7 LEFT JIG - 6' 10"7 RIGHT JIG = 7'1"10 DESC. = M1 SE0 = 17173 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20X(OXl/O[0) OTY= 2 TOTAL= 2 REV. 15.01 .01C.061 EDE.E -0.7500 ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.0PSf REF ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require •trews oars in fabrioati handle ehlPp 1nginstalling end brool Refer to and �tl�� follo.. the latest edition of SCSI (Building Component ponent SSaafety Information, by TPI and BTCAT for safety TC DL 7.0psF DATE 07-16-2015 �. p'outlaw prior to prforming these 5' trona. Irrtollars shall prow ids tenpororyy brool per SCSI. RUSSyr00D )shies.oataa properly., tap hard dal l hang prpprl�ntt.phad orupermal nteloten and ttrt nt of BC DL 10.OPS DRWG shall Mus a properly Ttop oh rigid ceiling. L000t of show+for otoraI ret later31 restraint of w.b4, shall have bracing Installed per SCSI sections 83, 87 or B10, os opplloobls. Apply plates to.00h face of true.,and pos7Tlon O hown above and on the Joint Details, unl Ns noted othorwTee. O.OPSr[� JS r Refer to drawings IBOR-2 for standard plot.positions. BC LL nyITV Building-Cowpant.Group Inc.Ino. shall not be eupo ibis for any deviation from this drawing 3820BoblaL -Tdiuva..Flarido-32783 bracingofto build the truss In conformance with ANSI/TPI 1, or for handling, shipping, installation usses TOT.LD. 37 OpsfD/A LEN. & Ph: (321)-383-0366 A 64,01 on this drawl or clover page listing this drawing, Indicates septanOS of prefSsslonel n engioring responsibility w y solely for the design shown. The suitability ity ill a fuse .this drawing DUR.FRC. 1 .25 JOB #: 21875 Fax:(321)383-0062 for any structure is the rs.pona bl I ity of the Bwl s r ldine Designp For more information ace this Job a general rotes page and these web elite.: 1TVBCG: ww.itwbog.00w: TPII w..w.tpinst.org: VTCA: www.ebolnd.etry.00mI ICC: ww.iooaofe.arg SPACING 24.0" TYPE MONO Job: (21875) /BREVARD HOMES /OAR LANE - AZALEA / M2 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 hot ASCE 7-10, CLOSED bldg, Located anywhere In Top chord 2x4 SP #2 roof, RISKOCATT II, EXP C, wind hot, DL- 4.2 psf, wind BC DL-5.0 psf, Bot chord 2x4 SP #2 pi Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "138" uses design values approved 1/30/2013 by RLSC 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 located at least 7.50 N. from roof edge. R-14611 U-98# NAILED T T -- T >2000000000000000111111A pm� M M M a. ItI im (n in 7 7 SMm2XiN ►MMaill "1 IIIIIMIIMIIIMIIIMIIMIIIMIIMIMII __ _f_ — ►01111 imm 5'10" 1 R-226# U-50# RL-110/-24# W-6" R-107# U-11# NAILED (Rigid Surfoce) DESC "3 JIG M2 S = 17169 6'8"11 RIGHT JIG = 3 PLT. TYP.-WAVE DESIGN CRIT-FBC2o10RES/TPI-2007 FT/RT-201(07)/0(07 OTY= 2 TOTAL= 2 REV. 15.01 .01C.061 EIIJIQE =0.7500 ••WARNING(•• READ AND FOLLOW ALL NOTES ON THIS DRAWING( ••IMPORTANT•• FURNISH THIS DRAWING TO RLL CONTRACTOR INCLUDING THE INSTALLERS. TC LL 20.°P s f R E F Trus•.6 require extreM • In fabricating, handle�g .hlpp inq, Ineteliina and broolnq R•f•r to and �,I,� Callow the latest edition of SCSI (Building'Cdr'ipone t sd�'ety IN'aFrotion. by TPI and YTCR) For aofNy f� R= Q /�/�y��] prootipee prior to perCorwing 1Mu Funatlons. Inslollers shell provide tenporory b,-aoing per SI. TC DL 7.OPsi DATE 07-16-2015 ]A7SwVVl1 Uoiss.noted athervlss, top hwdhall hay.prop.rlw attached truoturai sheathing and botiw chord v *hall hams broainnq ln.tailWdper rigid BCIa'.eotni oo 8g. 3,87 or 8ons 01000.opfor loopermanent lApplowJl plot.. tot soot,or i'oo• BC DL 1 O.OPSf oi' trw..and po.ition o ehoww, bore and on th.,Joint °•toile, unl•..noted otherwTs.. DR%JG R.Cer to Building , 160R-Z Co.'standard:holthole poo.responsible BC LL O•OPSi 3820 Bobo Lmr-T,tuaviin.Florida-32783 ;Inerrant,.IBt build th.trusoi�I nloonl'orwonw wit th Ii16 TPI 1 orroehandony ling, iowithieii�rtollo(ion JS ooi of tress.... pt a p TOT.LD. 37.Opsf Ph: (321�38i UCi6G R.ee en this drawing or sear pegs listing this drawing, Indloetee seeeptenee of .wlenel 0/A LEN. 51 000 engineering responsibility solely for the design shown. The witebillty and use of this drawing _ x:(321)383-0 2 for eny-trustors is tha respmoibiiIty of the Building Designer per RN81/Try 1 $.o.2. DUR.FAC. 1 .25 JOB #: 21875 Fa For wore information se. this,lob a general note.pogo and those orb site.: 1TV8CG: wu.itwbog.00w: TPI: ww.tpinst.org:PTCA' ww.sboinduetry.00w: ICC: .w.ioosofs.org SPACING 24.0" TYPE H I P M A Job: (21875) /BREVARD HOMES /OAK LANE - AZALEA / MHG5 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 het ASCE 7-10, CLOSED bide, L000ted anywhere in Top chord 2x4 SP #2 roof, RISK CAT II , EXP C, wind TC DL4.2 psf, wind BC DL-5.0 psi'. Bot chord 2x4 SP #2 GCpI (4/-)-0.16 Webs 2x4 SP #3 Wind loads and reoctions based on MWFRS. Lumber value set -13B" uses design volues opproved 1/30/2013 by RLSC Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep Increase i'octor for dead #1 hip supports 5-0-0 docks with no webs. load is 1.50. Left bottom chord exposed to wind. I. 5' I 1' ---I 104X8 112X4 T -- T�� E LZ 111m O 6 0- O N U) N N M m M m -2X4(A ,I me T -i- 1 �r � � .4X4 1 I- 6' I 1-----1. I 8 I F` 5' 1 1' —"I 2041 R-328# U-141# W-8' R-389# U-139# (Rigid Surface) LEFT RARE = 1 '1"7 LEFT JIG - 5'9"1 RIGHT JIG_- 3'O"3 DESC. = MHG5 PLT. TYP.-WRVS DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-201(01)/0(0) OTY- 1 TOTAL— 1 REV. 15.01 .01C.061 S -E -0.7500 ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ••IMPORTANT•• FURNISH THIS DRAWING TO L CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Op sf REF _,III► Trusses require xtreme oars in fobrioeting, handling *hipping, 'metalling and brooi Refer to and �� follow the latest editionof BCSI (Building Component SSFety IMormaticn, by TPI and YTCAAT for safety pprr atios.pylar to p.rfarming rhes fonotI n.. In.I II.re.holl provide temparorg bracing per BCSI. TC DL 7 OpSf DATE o7-16 2015 BUSS �� Unl ss.noted oth.rwies, top dhord shall Inve Proper) ottoahed structural shoothing and bottom ohwd f a shall hove o Properly ottooMd Ipld oohing, L000tY.;shown for p.rmonent later;',,77.T!;°;2' l r trolnt of obs BC DL 1 O.OPST' DRWG eho11 have breolnqq installed per SCSI .eotion.'are.;810, os oppliooble. App) platto esoh loos of truss nd po.'i7i on o boon oboe..;11...th.Joint ..toll., unl..s noted otherwiss. gr:; to draulno. 1608-2 for stondord ts positlwr, BC LL 0.Opsr JS ITV Building buildtents Group Irma, eno11 not b. esponelb le for any andlotlon from this droning 3820 Bobbilww-T,t,oniBo,F)vids-32983 ony foiluiv to 1M truss in oonformamae with ANSI/TPI I, or for handling, shipping, installation 1 6 aoi of this.... T O T.L D. 37.0 s f Ph: (321}383-0366 s..1 on this Brewing or savvy pogo Ii.ting this drewln0, 1nd10.tss eee.pteneo of processional Opsr R LEN. 6 .118(ne.ring responsibility solely for the their shown. The suited!lytw and us*of this d wwiny Fax:(321)-383-o: for any structure is the respons bility or the Bu(ldine D.slgyr per ANSI/7AI 1 B.o.2. DUR.FRC. 1 .25 JOB #: 21875 For nor. information see this fob.general notes pogo and web b sit : wwwdi ITWBCG: w.itwbog.com: TPI: w .tpinst,orgi TCR: u ,sboin .try.00m: ICC: ww.ioosof..org _ SPACING 24.0" TYPE H I P M