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Truss Drawings (3)
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - KJ7 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Wind loads and reactions based on MWFRS. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase Hipjack supports 3-10-8 setback jacks with no webs. factor for dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. R=141 U=39 13-5-14 4.24 2-5-6 0-6-2 11-4-0 � R=43 U=0 3X4(B1) 2-1-7� 5-5-12 Over 3 Supports —� munu�� R=255 U=43 W=11.314" Was Design Crit: FBC201ORes/TPI-2007(STD) • SF • @( PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1 .Q. .07 .1 QT 1 L/-/3/-/-/R/- Scale =.511/Ft. **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI • O. • T LL 20.0 PSF"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � � • REF R76 1-- 953 Trusses roquI—aztramo ca ro In ro brlcacing. M1amtllIng. shipping, Install Ing ontl brocing. Rofor to ontl MI w • I the latest ctlltlon of BCSI (Dui Id Ing Comp....t Seroty InformaClon, by TPI ontl WrCA) Tar safoty practicas�ro • DATE 05/26/1 7 DL 15.0 PSF a perform ing eM1ew Tunetlons. Instal lots shall p—Id.temporary b...Ing pot BCSI. Unless nototl other • top—rtl shall —I properly ettacM1atl structural sh..thIng ontl bottom chortl shall'h—o properly ot-1M d • • DL 10.0 PSF DRW HCUSR761 17146014 rigltl coiling. Loeotlons shown Tor permanent Iota I. ra siralnt or wobs shall havo brocing Installotl porn5 • dons B3. B]or 810, as oppllcabla. Apply pla[oe co ouch row of tru ontl posl tlon as shown obovo a� ••• ALP no «o hint D.talls, anlass natntl Ithar I— Rarer tlrowings 1G^Ao_Z rerestentlartl plate pasltlane. . , °• P •• LL 0.0 PSF HC-ENG AK/DF L�Lf Alpino, a tlivislIn of 11 Bulltling Components Group Inc. s—I t bo rasponslblo Tor any tlavlatlon Trom t •• z `h •• tlraw ing, any rollurc eo buI'd the truss In eonrornance wl[M1 ANSIWPI 1, or for hantlling, shlpptng, • �J • a AN IT'WCOMPANY I etal atlan&brocing of trassae. e� . +•••.� ..•• 't`TOT.LD. 45.0 PSF $EQN- 3609 An.s.11on ehls d— g br toys pg. I1.ting this drawing, In0le.tss—pt.nce bT profseslon.l snglnssring I� _/`�' �.}s• aaponslblllty solely rot Ua tl;:!R shorn, Tha eultebI.My end uao oT eh lv tlr.sing rat.ny etrueriro le tt, ///�V/ �1A1 ���T DUR.FAC. 1 .25 FROM GLM oapom lblllcy or uo Bu1lC ing Dosignar par ANSI/TPI 1 Soc.2. 0 {� �,a� 2400 Lake Orange Dr.,Suite I50 r(►1 Orlando FL 32837 For more Inrormatlon a t—J.b•s ganoral s pogo Intl theca web,Ito,: kpygf{11�U°�� SPACING 24.0" J REF- 1 W1 57 61 Z02 FLCOA90278 ALPINE: www.olpinoltw,com; TPI: www.tpinst.erg: WCA. wvw.sbclntlustry..om; ICC: ..I....r-Bo la Fleming Lie Number:66648 I r• i OS/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - KJS ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 21.92 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bat chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Hipjack supports 5-9-4 setback jacks with no webs. Left end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 3 ) 0.131"x3" nails, toe nailed at Bat chord. 3-5-14 R=219 U=97 3X4 4.24 1 .5X4 III 6-5-6 3-6 12 3X3 R=253 U=17 17-4-0 4X4 �— 2-3-4-->j B-1-14 Over 3 Supports R=395 U=116 W=9.503" r uiV Design Crit: FBC201ORes/TPI-2007(STD) e' v SE•` •� PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1 . .07 0.1 QT t2 L/-/3/-/-/R/- Scale =.375"/Ft. **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI • O, ' T LL 20.0 PSF"111PORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7 61-- 954 Trusses reeulro..creme corn In Tabrleating, 'and ling, shlpping, In talllnd ant bracing. Rofer to and Sell w j DL 15.0 PSF the latest otl plan f DCSI (Bulltling Campanant Safety InTermaclon. bysTPl and WTCA) for safbcy prectices . . DATE 05/26/1 7 o p.—r.lna theso functions. Installers shall pravleo comporary bracing por Des I. Unless notvtl Ithergs • • top chord shall havo proporly--hed structural sheathing and bottom chord shall havo a Properly at—od • 1 rlIt telling• Laaatlans shown for permanent lateral rastrnlnt of webs shall have bracing Installetl par S + ATE : DL 10.0 PSF DRW HCUSR761 1 71 46019 �^ sections DO. .I or D10. os appllcablo. Apply places to each me oaf tru and positron as shown abovo a 'IILJI---'1 cha Jalnt Dacalls. unloss noted achcrMlso. Rotor to Erawings 160A-Z forsscandord pieta positrons. an s p •• AI Inc, a division o! ITW DuIIEIn Cem p vsponslbly Tar any devlatlan Tram t •. A•° LL 0.0 PSF HC-ENG AK/DF p g ponvnes Grou Inc. shall n t be r O • tlrowin any fnllura to bulltl cha truss In conrormance with ANSI/TPI ,, or Tar hantlling, shlpping. �,h�• L O \• . �' TOT.LD. 45.0 PSF AN IT'WCOMPANY Inscal9eclon&bracing of crassps. '�" +1• OR •'• a SEQN- 3610 A seal on this drseing or cover page Ileting Vtle drving, Indlvetee ecceptence of professional onalnooring rosponelblllty sololy for Cho doslgn sham. Tho sultobllMy end uno of this d—Ing for any etrue ure Is th � 2400 Lake Orange Dr.,SuiteISO rosponslbllicy of cna Building Deslgnar par ANSI/TPI , Sv<.z. �i�� � DUR.FAC. 1 .25 FROM GLM Orlando FL 32837 For mo o in---s th1,Job's general n s pago and these web It..: 11f111 1�11% SPACING 2 4.0" J RE F- 1 W1 5 7 6 1 Z02 FL COA 110278 ALPINE: www.olpinnlcw.cem; TPI: wm.tpinst.org: WTCA: www.sbalndusery.coml ICC: ..I ccsa roDOL la Flemin Lic Number•66648 i1 �• 05/26/2017 I� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - KJ9 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 20.95 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Wind loads and reactions based on MWFRS. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Hipjack supports 2-0-0 setback jacks with 0-0-12 cantilever one face; Deflection meets L/360 live and L/240 total load. Creep increase 0-0-12 cantilever opposite face. factor for dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 4.24 �— R=-1 U=2 1-6-10 JL 1-6-2 0-6-2 20-4-0 � R=-5 Rw=10 U=0 3X4(B1) 2-1-7--99Uz-1 -9-15 Over 3 Suppods tRtllpy/ R=195 U=65 W=1.061"(++) G�c■ cb�p/ Design Crit: FBC201ORes/TPI-2007(STD) Q •' s.F •• PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1 . .07 0.1 QT i1 L/-/3/-/-/R/- Scale =.5"/Ft. —WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI " ••r p, ` T LL 20.0 PSF REF R761-- 955 110'ORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, ■ Trusses requlro...... a corn In faDricating, handling, sM1ipping. Installing and bracing. Rafor co ane roll w j ■ cho latest eelc,.n f GCS I (Guiltling Component Svfoty Information, by TPI ane wrCA, far aaraty praatiaas DL 15.0 PSF DATE 05/26/1 7 o pv rforming thaso runctlans. Installers shall provltlo tamporary broc ing per BCS I. Unless noictl o[hers ■ ■ top chard shall haves praparly a[tachod atr..t ral sho.thl.g ane bottom cM1ore shall haves a properly a taclgltl E ��� 1 DL 10.0 PSF r ig le calling. L...ti.ns shown for parmana.ta lateral r--int of webs shall havd braaing I.—IlcdtP—SCS O 1DRW HCUSR761 17146013 C Ions B3, 87 or BIG, as appl—bl a. Apply pietas to oath foco of cru ane position as shown a d ��� 2 r�o Jalnt Datall.. anla..natatl atharwl.a. Rarer to drawings,Ggo_Z rara;taneare plafa pa=Itlan,.ba a an �• P ;` JC LL 0.0 PSF HC-ENG AK/DF I� Alpine o division of ITW gulltling Components Group Inc. shall n t Da responsible f any dovleti..from t O ♦• 0 rowing, ony fallury io builtl tM1a truss in conformance with ANSI/TPI 1, or for handling, shipping. O • AN III COMPANY Instal Iatlon B broc ing of trusses. �j �'�♦�•L�R, '♦��� `aTOT.LD. 45.0 PSF SEQN- 3611 A seal on this drulno or cover page Ilacing"I.dr..ing. indicates¢eeptsnes oT prof.n:Icn.1 -0Inssring ••■■� ■■• roeponalbl l lty splmy for iho tlm lgn ahem. The soitnbl I My and um or this er_.P9 for any structure 1.th ryI/ Iblllty of tra Galldln Bess, //�/ OUR.FAC. 1.25 FROM G LM ospvns g goer par AHSI/TPI 1 Sac.2. /I/ V��� 2400 Lake Orange Dr.Suite 150 /4/ Orlando FL 12131 Far.a Information s thls,Jabs general a pogo and thasa web Mt- w411111 t1 kw% " FL COA W 2'. ALPINE: www.alpinoltw.com; TPI; www.tpinst.org: WTCA: www.sbcindustry.com: ICC: wwx.IccsafoDou la Flemin Lic NDm er:66648 SPACING 24.0 J RE F- 1 W1 57 6 1 Z02 ` " 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010—/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES — KJ10 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 21.84 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 . Webs 2x4 SP #2 Wird loads and reactions based on MWFRS. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Hipjack supports 5-6-8 setback jacks with no webs. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=231 U=103 -0-23-3-14 3X4 4.24 3-3-6 0-6-2 -T- +0-4-0 3X3 - 3X4(B1) = R=23 Rw=39 U=0 1 .5X4 III �— 2-1-7� 7-10-1 Over 4 Supports R=147 U=34 W=5.657'R=499 U=111 W=11.314" Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 11 .0f 07 .1 T :;1 /-/3/-/-/R/- Scale =.5"/Ft. **WAR N INGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI T LL 20.0 PSF "IWFORTANTr• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7 6 1—— 956 Truss..requIro oxeramo taro In labrlcocing, hendling. shipping. Install Ing and bracing. R.—co ontl �'I • no Ietost adItI-n of BCSI (BUII.Ing Component S—ty Inlormatlan, by TPI ontl WrDA) far safety practl—T�'1 : SDL 15.0 PSF DATE 05/2 6/1 7 o performing chose runcClons. Installers shall provieo temporary bracing por BCS 1. Unless noted oth-a. • cop chard sM1all M1avd properly a[tachatl strut[ral shaatM1ing ontl bottom chord shall havo a properly attach O p�+w f rig ltl tolling. Loc.tl ons s awn far permanentalatara l r.train[Pr webs shall havo bracing Inatallad Par B ;ATf : t Ji DL 10.0 PSF DRW HCUSR76 1 17146039 d �� soctlans B10. .snaappllcth.r Apply plates to ooch facoaoT tru tnntl posl tlafn as shown above ontl • . C the Jolnc Betalls. Unless tetl atharwiso. RaTor to tlrawings 160A-Z larss lard pinto positions. /Al P .• LL 0.0 PSF HC-ENG KD/WHK A 1pinc. a divlslan of ITW Bulltling Components Group Inc. shall n c be rospansl elc! any Ocvlati on Trom ih y'��.0+'/ O�IO•�• tlrawing. nny!allure c bulltl t a cross In canTormanca with ANSI/TPI 1, or Tor handling. shlpping. ` ` ♦ \ AN ITW COMPANY instal lotion A bracing of traasoa. '�-°� ''•••..••••• 'TOT.LD. 45.0 PSF SEQN- 3790 A...1 on thl.dr.•InO Dr cover p.g. Il.tlnp thl.dt.•Ihg. Indlt.[...capt....Df prdfoa.lbn.l .nufp.In..rinp /� .y rosponslblllty.ololy far the tlaalBn shd.n. Tha sultebllley ontl use of Chls tlrs•InB far any.tr ra la th �i "/Q NAt DUR.FAC. 1.25 FROM G LM osponslblllcy of H,a Building Doslgnar por ANSI/TPI '1 Sac.2. ,���I/�� 2400 Lake 0mnge DL.Suite I50 �tttttflg11g1U�� Orlando FL 32 Par mars InTormat s this Job's gonaral neta,pogo ontl thaw web altea: SPACING 24.0" J REF- 1 W1 57 6 1 Z02 FL COA H0278 78 ALPINE: www.alpinoitw.cpm: TPI TPI: www.tpinsc.org;WTCA:www.sbclntlustry.com: ICC: www.IccsofoDou la FlemingLie Number:66648 4 05/26/2017 — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - KJ11 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 16.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x6 SP #2 Wind loads and reactions based on MWFRS. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Hipjack supports 1-2-0 setback jacks with no webs. Left end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 4.24 � 16-6-4 1 .5X4 R=-56 Rw=12 U=0 6-9 12 6-2 12 R=3 U=0 10-0-0 1 .5X4 III 2-3-4� 1-7-1 Over 3 upports IRM1041% 11, R=179 U=41 W=9.503" Design Crit: FBC201ORes/TPI-2007(STD) a °�°°V� S�°•sff PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1 .0t 07 .1 T Scale =.375"/Ft. '•WARNINGISH READ AND,FOLLOW ALL NOTESCONTRACTORS ON THIS ORAMN GI e TC1�LL 20.0 PSF REF R761-- 957 "IMPORTANT" FURNISH THIS DRAW NO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ` �— Truss-s requlro-xtrema ea ro In fabr I.—rg, In—I Ing. sb IppIng. Insta l l Ing ontl broeing. R-for to ontl f��I p cbo la[asc oelclon of SCSI (BUIItlIng Component Safety Inf-rmaclon, by TPI ontl WTCA) far g' " practicas�-i ; Y� DL 15.0 PSF DATE 05/26/1 7 o porforming the,,functions. Instal lets I-II pr-vitla tamporary broeing per SCSI. Unlass notatl-char--.- cop chortl shall b-v-properly-tta.M1-tl etruct— shoothing ontl bat[m-b-rtl shall havo a properly attachd¢ ° i'T E °°� DL 10.0 PSF 1 rig ltl coiling. Loc-[Ions sM1own Tor porman-nt"Iatarol rostroln[of webs shall havo broeing Ins[-II-tl pot B (� • ���"'YYYDRW HCUSR76 1 17146097 a �^ soctlons Ba]. B]or D10. -s o ed tbl-. Apply flatus to aIng tarn--f cru ta^tl position as shown oboe-ontl F IIILI�JI [M1e.lalnt Data III . -nlass n t-tl atha rwlsa. R--r t-or--logs 160A-Z fetes tlartl plat-pa=Itlan=. .�I�• �I (�P..•� LL 0.0 PSF HC-ENG AK/DF A 1pin-, tlivision of ITW Builtling Components Group Inc. —11 n c bo rosponslbl-for any tlovlacion from th;$ (/x, C O©1v owing. any toll.,-to bulltl the truss In conf-,man--with ANSI/TPI ,, or for hantlling, shippin i� .TOT.LD. 45.0 PSF S E N- 3613 AN ITW CO MPANY inscallaci-n F broeing of tr-sees. 9' 'y0� +••.� .��•°♦ A uAl on chic tlrA�lnO or cov*r pAg* II-In0 tnlA tl...Inp lbelleat:A accept nee of prof.-.Zonal unpin••,Ing �j rosponslbllliy eololy for Cha tl-slgn ahem. Tho sulwblllty ontl use of chic tlre-Ing for en trueturo la U / .y N r-sponslbl l lty of Ua Bulltling Daslgnar par ANSI/TPI ,S-e.2. y- ,� ~ DUR.FAC. 1.25 FROM G LM 2400 Lake O Orange Dr.,2837 150 /�1 lui�„y N Orlando,FL 32R37 For mares Informatl-n s [hla,ab•-ganaral n n pogo ontl Lhasa-ab SPACING 24.0" J REF- 1 W1 5 7 6 1 Z02 FL COA 80278 ALPINE: wm.olpinol tw.cam; TPI: -w-.tpinst.erg: WTCA:ww-.sbclnoustry.com; ICC: www.Icc—Dou la Flemin Lie Number:66648 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. , ( 17-0010-/OAKMONT CUSTOM HOMES / '/NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - KJ12 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Hipjack supports 5-8-0 setback jacks with no webs. Deflection meets L/360 live and L/240 total load. Creep increase Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. factor for dead load is 1.50. Provide ( 3 ) 0.131"x3" nails, toe nailed at Bot chard. R=207 U=62 13-0-10 1 .5X4 4.24 3-4-2 0-6-2 10-0-0 �— R=244 U=0 3X3 3X4(B1) 2-1-7—� 8-0-3 Over 3 Supports R=376 U=56 W=11.314" P��7 F/ �•!p'/y/�ry� IL Design Crit: FBC201ORes/TPI-2007(STD) °•♦ SF°•• PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1.0.4't 07J,0.1 T :`,1 /-/3/-/-/R/- Scale =.5"/Ft. ••WARNING1•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI : T LL 2O.O PSF•.IimffrANr'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7 6 1—— 958 Trusses r.qulr.a cram.car. in 1-1 cot lag, —dling, shipping. Insc.11ing Intl brae Ing. R.far to an0 r�II • tn. Incosc.dl<len of BCSI (B.IId1.9 C.mp....t Snf.ty Inf.r.oclon, by TPI .nd WTCA) Tar--y *C=DL 15.0 PSF DATE 05/26/1 7 o porfor.ing theso Tun<tlens. Inscollers sM1a 11 pr—ld,temporary bracing p.,BCSI. Unless noted.chewy. • cop th,,d shall h...pr.po,ly.< -ld.truce..I shoa<hIng antl bate..chord shall h—a prop.,ly.tt.chz • b rIgIE tolling, L.e.tl.ns shown Tor p.rm.nantal.to..l ..st-int of webs shall heel br"eing Install.tl par D , : ATE ers DL 10.0 PSF DRW HCUSR761 17146045 — ALP s.ctl.ns B13 1 or 810, as o Id th l.. Apply plot..to oath taco If cru tnntl p.sl tl.n as shown above Ind P♦ ° CM1a J.Int Datalls, unless n[etl.[hcrwlsv. R.f.,[o tlrowings 160A-Z fors. tlard pl.eo positl.ns. • //��- P •• LL 0.0 PSF HC-ENG AK/DF A l pin., a d1,1,:.n of ITW B.I Id lag C..p....t,Group Inc. shall not ba rasponslb 1,Tor.ny d—lati.n Tr..tM1�.,y��•+• �OO,O•♦♦ tlr.wing. eny f.I —co build th.truss In c.nT.r.anc.wICh pN51/TPI 1, or Tor h.ntlling. sh 1pping, • R AN ITW COMPANY InstaI _In A bra.Ing.T tr.ss.s. ,i F ••••�•••• �` TOT.LD. 45.0 PSF SEQN- 3614 A uwl on thl•tln•In•or covwr papw Iletlnp Nle tlra•Inp. Indlewt•••ee•pnnew oT DroTwaaloml wnpin—In III, 'It sol.:"Tor cho tloal gn shown. ThI sulubllley and use of[hls tlrI•Ing Tar eny•tructuro Is<h / 1'u1 IbII It or th.0.1Min Dosl • ry�9 •, a DUR.FAC. ' 1.25 2ZO Lake Orange Dr.,Suite 150 "'�""' y g gner por Axs vTPl T soar z. ///pj , � FROM GLM �ft1e1t11lRU Orlando A 32837 For mar. Informal TPI s .tp Job's gonoral a page and those web altos: SPACING 24.0" J REF- 1 W1 57 6 1 Z02 FL COA H0276 ALPINE: www..lpin.itw.c.m; TPI: www.epinse..rp; WTCA: www.sbclntlustry.tom; ICC: www.lcc r.IDou la FlemingLic Number:66648 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI- RESIDENCE (MARBE /LOT-7 THE RESEREVES - KJ13 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Hipjack supports 7-0-0 setback jacks with no webs. Deflection meets L/360 live and L/240 total load. Creep increase Provide ( 3 ) 0.131"x3" nails, toe nailed at Top chord. factor for dead load is 1.50. Provide ( 3 ) 0.162"x3.5" nails, toe nailed at Bot chord R=309 U=85 13-8-10 3X4 4.24 4-0-2 0-6-2 10-0-0 —� R=402 U=0 1 .5X4 III 3X3 3X4(B1) �- 2-1-7- LE 9-10-13 Over 3 Supports INtlldtl►ry�. R=502 U=71 W=11.314" F !�iq/bi�Q Design Crit: FBC201ORes/TPI-2007(STD) V • S� • PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1 .0.1.07 .1 QT ! /-/3/-/-/R/- Scale =.5"/Ft. **WARNING!** READ AND FOLLOW ALL NOTES ON THIS ORAWINGI = ; 7 T LL 20.0 PSF•'IUPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7 6 1-- 959 Truss,,rI It aotraml co ra In fabrlca[Ing. M1ontlling, sM1lpping, Installing Intl bracing. Rofar co antl •M'I • [ho lat,st Itll[lon of DCSI (Balltl�ng Campanant Slfoty Information, by TPI antl WTCA) for safety pr,tcic.I grl • C;c DL 1 5.0 PSF DATE 05/2 6/1 7 form In" n than,functions. Installers shall do a br,eln Best. Unless note,othor •o p,h g prov am�arary p par hp • cop cM1ortl shall havo praparly ottochatl,truct III rII Ming It bottom c-1 shall havo n proporly,pI.1oQ0l e0•A w�r� •. _ r. r lgltl calllnp, Locntlons sM1own for parmanon["Iota rat rostrolnt of w,bs sM1all havo bracing Instollotl`par /A�] C . /`+.+� DL 10.0 PSF DRW HCUSR761 17146023 tl ins B3. B]or BID. as appl lcabla. Apply plot,,to oath faces of trus Intl position as shown III antl* • ALP the Joint Dat,lI,. unless nit,tl Ithorvlso. Rarer to tlr,wings IBDA-Z for stand,rtl plats pa,ltIII- :, F OP. •' � LL 0.0 PSF HC-ENG AK/DF Q I��� Alpine, a tll vision of ITW Bulltling Companan s Group Inc. shall not ba rospons""for any tlovlatlln from cM1 �� ♦ •• tlrawing, Iny fliluro co- 'd the truss In canto rma nco with ANSI/TPI 1, or for han,ling. IM1lpping, ♦♦♦ I�R •♦ AN ITW COMPANY instol—1,n a bratin ,f cross,,. I� • • '. • •.....• • �� TOT.LD. 45.0 PSF SEQN- 3615 A assl on chin tlrswing or cover page I Iseing this tlroing, In,l—t—a—pbn—of profasslonsl sogln«ring '/// raspanslhlllty sololy for tho tluslgI shorn. The sultsbIIMy In,use of ehls,r—ing for eny stru,tura Is N //Iy'SIQNA�-�'` DUR.FAC. 1.25 FROM GLM 2400 Lake Orange Dr.,Suite 150 o,pon,lmllcy or uo eauaing Doalgnor par ANsl rtPl I soa.z. , ��' Orlando FL 32837 For m,ra Information thls JIb'I Boo nata,pogo antl thi w alt t411UlullNti www.lcc,afa SPACING 24.0 JREF- 1W15761_ZO2 FL COA 90278 ALPINE: TPI:www.Ilpinaltw.com; www,cpinse.org: WTCA: www.,bcintluscry.tom; ICC: IDOu la Fleming Lie Number:66648 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ1 Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "13B" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. R=-58 Rw=33 U=70 6 +12-1-2 1-0 10 0-6-6 11-4-0 _T_ R=9 Rw=15 U=14 3X4(B1) L<— 1-6-0-->J 1-0-71.0ver a, upports rnwrarrnyr_ R=286 U=59 W=8" S• .Fl���hq�,� RL=43/-34 Design Crit: FBC201ORes/TPI-2007(STD) '••V` SF••• PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1.04.07 .1 QT !10 /-/3/-/-/R/- Scale =.5"/Ft. ••WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRANINGI • •'IIMRTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T LL 20.0 PSF REF R76 1-- 960 T russos roqulro oKcramo cn re In fabricating, hantll ing. sM1lpping. Installing and brncing. N"T—co bntl�I ■ , thb Iatvst odltlan of DCSI (Bullding Component Safety Informntlon, by TPI and WTCA) for sefoty practicos QrI ; *C=DL 15.0 PSF DATE 05/2 6/1 7 o porforming thaso functions. Installers shall provide temporary bracing par BCSI. Unless noted oth-W. W tap chard shall halo preporIy nctachId struct ral shonthl,g and bottom chord shall have a properly attach A ATE .•Q$ r lg ltl tolling. LocoClons sM1own far pa rmanan["lateral rosCra Inc of webs shall Favd braeing Installotl per ♦ DL 10.0 PSF DRW HCUSR761 1 7 1 461 23 r1 I� l� clans B3, B1 or B101 as opplicebl o. APply places to ouch facb of cru and position as sM1own whole n tl •P f Q �ll II� I1 [ho.lalnt Datnlls. unless natntl ethnrwlse. Refer to drawings 160Ao_Z fersstnndard Plnco Positions. . .• LL 0.0 PSF HC-ENG AK/DF II ILA Alpine o d1,Irian of I7 Builtl ing Companen[s Group Inc. shall n t ba rosponsiblI for nny tlovlatlon Tram th ' *1••/•/��' O^ O•�• drawing. any fnlluro co build[ho truss In conformance wIN ANSI/TPI 1. ar for M1antlllna. sh 1pping, ♦ • AN ITWCOMPANY Instnllntlen&braeing of tra�ses. � •�■.....••• �� 't..TOT.LD. 45.0 PSF SEQN- 3565 A wul on thlw drwwing or eovwr pwgw Il*tlnp H Iw drw■Ing. Indldwtww wedpewncw of profwswlonwl wnglnwwring rosponsl blllty solely Tor Na doalgn shown. Tho wItablI lty and use IT[Ills dra.Ing Tar any atructura Iw thAL.���'o� DUR.FAC. 1 .25 FROM G LM osponslblllty of Hie Dullding Designer par ANSI/TPI 1 Sac.2. /y/�� 2400 Lake Orange Dr.,Suite I50 �w"nitmiul11O� Orlando,COO 3278 Far mare Infnrmat TPI, this,eb•s general n ,pngn and Hasa web alter: SPACING 24.0" J REF- 1 W1 5 7 6 1 Z02 FL COA A027g ALPINE: www.alpinolcw.cam; TPI: www.tpinst.org: WTCA: www.sbclndusiry.cam; IDD: w.w.lccsof"IDou la FlemingLic Number:66G48 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ1A ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 20.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "13B" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"0" nails, toe nailed at Bot chord. * SUB-FASCIA BEAM AND CONNECTIONS TO BE DESIGNED AND FURNISHED BY OTHERS. 6 F_ R=110 U=43 1-0 10+1 1 2 R=23 U=0 'YY 20-4-0 M(B1) = 19-9-8 R=121 U=11 RL=62 -6-7 Over 3 Supporis /4 Ole Design Crit: FBC201ORes/TPI-2007(STD) _4 • S� • PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 Lt 1.(4.07 .1 QT !1 /-/3/-/-/R/- Scale =.5"/Ft. ••WARNINGI*• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI S` 41 T LL 2O.0 PSF••NOORTANT" FURNISH THIS DRAWING TO ALL COMPACTORS INCLUDING THE INSTALLERS. • REF R7 6 1—— 961 Tru s r.gulro I-ram.tar. In fabricating, h.ndling, shipping. Installing and br.cing. R.f.r t a.tl cl ; (�DL 15.0 PSF DATE 05/26/1 7 tha Inc sc od1t1on of BCSI (Building Comp..nt Safoty Informatlon, by TPI .nd WTCA) for safoty pr.ctl...arl • .parform ing thaso functions. Inst.11.rs sh,II provlda tamp.r.ry brating per..St. Unlass noted.thar-- AT tap chord shal l L. properly.twchetl..nuctur.l sM1o.r"t antl bottom chord shal l havo a properly.[tech �A �'1{E •• DL 10.0 PSF DRW HCUSR761 17146037 1 rigid tolling. Locncl.ns shown Tor pa rm.n.n! low ral r.atra lnt.f w...shall h_brating installed par G Q L^ soctionn BO .I or B11 as o'd Ith lo. Apply pintos co aa.h focaoaf tru t.n0 position as shown.b.vo.neS ••• • - ILIr'f the Joint Datalls. unless n.II .charwls.. R.f.r t. In,, gs 160A-Z farss a.tlartl plat.positions,' • /� • LL 0.0 PSF HC-ENG KD/WHK Alpin., n division oT 17W Building Components Group Inc, shall n t bo responsl bla far.ny tlavl.tlon tram tM1 •e./�t �w,O�••• awing, any Talluro co build th.cross In confa rmanca with ANSI/TPI 1, or for h.ndling. —pping. I�, ♦ o •• �' AN ITWCOMPANY Inst.11atlon A I—ing.T�ruaa.e. '�, �` '••..•.®.••• �� 'rTOT.L.D. 45.0 PSF SEQN- 3775 A ea.I on cols drwing or Boyar papa II-Ing thin drawing, Indicate.acceptene.or prof...Ideal engineering .aponslbllley aololy ror w.dmlgn shoen. Thu agitabllity and usa of Vile drdwing Tor any atructuro le u y SIQNA�- DUR.FAC. 1.25 FROM GLM spanslbility or tha Bulldi.g Doslg..r por ANSI/TPI 1 S.c.2. / 2i00 Lake Omnge Dr.Suite 150 h�kll4N p1f,{N� Orlando FL 32837 F.r more lnformntiI.s thl.Job's 9...ral .pogo.nd the,.web altos: SPACING 24.0" J REF- 1 W1 5 7 6 1 Z02 FLCOA90278 ALPINE: www.alpinolcw.com; TPI: .spin .erg: WrCA: www.sbclndufcry.c ICC: www.i..a.f.Dou la Flemin LicNumber:66648 • 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ2 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Wind loads and reactions based on MWFRS with.additional C&C member Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. R=77 U=25 11-9-2 6 2-0 10 0-6-6 —� R=54 U=2 -�10-0-0 3X4(B1) L<- 1-6-0-->j 3-a 7 eve- 3 sQppereal nnin nor, R=304 U=30 W=8" �,` �niS Ff!•;_N* RL=76/-41 OV� �2 Design Crit: FBC201ORes/TPI-2007(STD) °��� S�••• PLT TYP. Wave FT/RT=20%(O%)/5(0) 16.111.Ot 07 .1 TY A /-/3/-/-/R/- Scale =.5"/Ft. **WARNING!** SH READ R W FOLLOW O•ALL NOTES TO THIS DRAIN GI • TCI�LL 20.0 PSF REF R761-- 962 ••IMPORTANT•• -FURNISH THIS OM191NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. _ • Trussas r.qulro m tremor call In(abrlcating. "'""Ing, shlpping, lnstsll1. nd brncin Rolor t antl fA0�Ior • �s the latest atlitlon or BCSI LBulidlag Component Sofocy Informatl on, by TPI and WTCA) far su raty proaticos l_I S. IDL 15.0 PSF DATE 05/26/1 7 o por.orming-d—functions. Inscallors shall p—ldo temporary bracing par BCSI. unless n _o<hcrwljo m cop chortl shall havo praporly atcach,d struc<ral shoothing and bottom chord shall havo a properly attach ELT•L_• •41 rigid coiling. Lacaclons shaven for parmanantu la<ara i last olnt o!webs shall haoa bracing Inn<ollad per B : „ c ° R� DL 1 0.0 PSF DRW HCUSR761 17146112 rl l� colons B3, B]or 810. ns appllcabl o. Apply plotas<a loch loco o!tru ontl post tlon as shown above pnd @ A • Q ��� [hc Joint Docalls. unless noted ochcrwlso. Rarer co drawings 160Ao-2 rarssimdartl place positions. •• /�� 10\ •v LL 0.0 PSF HC-ENG AK/DF LI Alp—, a dlvlslon of ITW Bulltling rusmpananis Group Inc, shall n<Oc rosponslblo for any tlavloclon from th y®�•O°/`• OLD •••• g, any falluro co bul ld—t s In conforms nca with ANSI/TPI 1, or(ar handling. shlpping, • R • ` VVV"' AN ITW COMPANY Ins[allatlan A bracing ar trw==aa '�., ••••-••• �`fOT.LD. 45.0 PSF SE N- 3567 A Awwl on ihl•drAwlnp or cover pwgw Ilwtlnp NI•drawing, Indlubw wcaptmcw of prohwwlonAl m0lnwv roaponalblllty coldly Tor tha dmlgn sham. Thu.sultoblllty and use IT this drawing for any•[rueturo Is thj� y/Nor`��a DUR.FAC. 1 .25 FROM GLM 246O Lake Orange Dr.,Suite 150 rosponslbl llty of No Building mslgnar par ANSI/TPI 1 Soc.2. 1tyl.,1 ti�� 'V rnrnuiun Orlando 32837 Far mars lnlarmatlan, tp ,ab•s ganaral n a papa and ih cob altaa: SPACING 24.0" J REF- 1 W1 57 6 1 Z02 FL COA A0278 ALPINE: wm.olpinalcw.eom; TPI: wm.tpinst.org; WTCA: www.sbcinduscry.tom: IGr:: www,lccsalaDOU la Flemin 1:ic Number•66648 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ2A ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 21.22 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by 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 dead load is 1.50. Shim all supports to solid bearing. * SUB-FASCIA BEAM AND CONNECTIONS TO BE DESIGNED AND FURNISHED BY OTHERS. 1 .5X4 III R=-86 Rw=33 U=50 -(0-22-1-2 6 2-0 10 0-4-0 * 3X4 61 R=- Rw=25 U=37 19-9-8 R=110 U=4 1 .5X6 III RL=106/-22 4-6-7 Over 4 Supports 11111111!!l!►j!. R=412 U=169 W=8" �• AS 41Fi�y�� 00 Design Crit: FBC201ORes/TPI-2007(STD) °°° °°v S� • PLT TYP. Wave FT/RT=20%(O%)/5(0) 16. 1 .0 07 .1 TYI /-/3/-/-/R/- Scale =.5"/Ft. —WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ° TC LL 20.0 PSF REF R7 6 1-- 963 "INPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C • Truss.s r.qul r..Cremo c r. In rabr......a, nondl Ino. sI,l PP 1... Ins[al l ing...brae l no. Roror co antl r • [h. l_ .tll Gl.n or BCS aBulltlln Com o t So roc Information b TPI antl WTCA for I 'w DATE 05/26/17 I 9 P nen Y Y ) r s.roen Croeoe I�ta� I , +DL 15.0 PSF a p.h.rd ing tM1I, Tuncclons. Inscollors sholl provldo compsrary brocing por SCSI. Dnl.ss .M t.rw l'j. top cM1ortl snail M1ovo praporly at[och.d siructur.l sn..th,no and bottom chord shall hava a pr.porly.CCacM1 7ATEU;'_-'Q�rigid calling. Locations shaven for por.....t Iatorsl rosCr.InC.T wvbs shall hava bracing Inatall.d par B : DL 10.0 PSF DRW HCUSR761 17146036 clans Ba. B7.r B10, as opp 1110 It. Apply pintos co cacM1 rota of tru .ntl p.slcl.n as shown ebov.antl C • , d (� O thaw Joint Dotalls, unless n.t.d.tllcrwl Roror to tlr.wings 16OA-Z Torsst..d.,.plat.pasltlons. y�yws��.•• • L�� AlPina, a tllvlsl.n or ITW D.Ilding C.mp....ts G...P Inc. shall at bo raspa..Ib.1 Tor any d.vl.[I.n Tram th' VA•°+FL O R��P•.• £ LL 0.0 PSF HC-ENG KD/WHK tl rowing, any ralluro co bulltl[h.truss In conr.......wlcM1 AN51/TPI 1, or Tor M1antlIIna. —pping, I� /�� O• AN IT'WCOMPANY Install.tion&brocing of tr—t. i�i0 '•••..••' SOT.LD. 45.0 PSF SE N- 3772 A swsl on thle drwrinp or eovr p•g• I l.ting"IS drawing, Indlutaw.ccaptan—oT Prof u.tonal wn�lnawring �I/��"S F 'oO9��,I�IIIty ml.ly for th.dm lgn sno.n. Th.sult.blI ITy and us.of"I.dra.ing rur any ecru ur. la Ch -yid, /0 NA� ��-+` DUR.FAC. 1.25 FROM G LM 24110 Lake Orange Dr.,Suite 150 Y.r thaw Bul Idl.g Ooslgn.r por ANSI/iPl 1 Sac.2. /(ll,.! yy1�{� Orlando FL WT 12 For mar. Inrormacl.n a this,.b•.ganor.l a and[ w.b altos: SPACING 24.0" J REF- 1 W1 5 7 6 1 Z02 FL COA N0278 78 ALPINE: axw..Ipinolcw.c.m; TPI: www.cPlnsc.org; CA;www.ab,1, str tluy.c..; IGG: www.IccsaraDou la FlemingLie Number:66648 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ3 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT Il, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "136" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 0.131"xY nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 12 9 2 R=157 U=47 6 3-0 10 �L 0-6-6 10-0-0 �- R=95 U=0 3X4(B1) 1-6-0--j 5-0-7 5-0-7 Over 3 Supports Rfllltft/�Il/ R=383 U=29 W=8" RL=110/-48 o�V�.•'' •••.'�+'�f/L' it }, Design Crit: FBC201ORes/TPI-2007(STD) s °•°•� S�°••• 9 PILT TYP. Wave FT/RT=20%(O%)/5(0) 16. 1 .0107 .1 TY:'�D /-/3/-/-/R/- Scale =.5"/Ft. • WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TOLL 20.0 PSF REF R76 1—— 964 •'IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TV VV`VW i T russos r.quiro.eremp taro In Tab.lcacing, hnndling, s11pping, Installing and bra.Ino. Rar r t and f I j tho lo[esc otlltlon of DCSI LDUI.ding CnmPonnnt Snfnty Information, by TPI and cr,CA) ter safaty`prn.tl..e 1 ' DL 15.0 PSF DATE 05/26/1 7 o po......no thus.r.n.tlons. I—.tees shall pr—I..temporary b.eeing por DCSI. U.I.—noted oth.rern, tap chord shall nnvo propor.y nttacM1etl serue[u rot sheathing and bona.che.d ahnll h.—a properly nttn.M1 • ��� rigid c.l ling. Lncntlons ehown rar par....— lateral rostralnt of webs sheI I hovo bra.In9 Inacall.d par D ,q,: ,• Q@ DL 10.0 PSF DRW HCUSR761 17146101 soeclons 63. DT or 010, as o pllembl c. Apply platos co each fnc000(tru C nd position es shown abova and Q♦ • I1u11�1 IIILI���' the Jolnc Docnlls. unless n Id othorl— Rorar,to tlrawings 16OA-Z forss andnrd pinto posi tI.". 4 ♦ A Alpino. a divisi.1 of ITW Dallding C..p.n.n[s Group Inc. shall n t b.rospenslbla fo.any dn„Intlnn from tM1 y�PJ�•���OR`Q',••• LL 0.0 PSF HC-ENG AK/DF drawing, any(allure to build oho cross In.onto.mane.wIIn ANSI/TPI 1. or for hnndI Ing. sn Ipping, Ir •• •♦ ` AN ITW COMPANY Instal lotion&bracing If Ira=aaa. '� ••••�•••' OT.LD. 45.0 PSF SE N- 3569 A*eel on thl*tlrawing or cover pogo Ilating thle drawing, Indl.etaa a ;,p.nea of profeu lone. ongInearing �I� rr- rasponslblllcy sololy for cha d_...shown. 7ho suliablll[y end use of[his tlraw lag for any atructu ro Ie Zh ,,`��/��io��` a^� asponslblllty of_y Du1.d.ng Dnslgnar por ANSI/iPl ,Soc.2. �Ry f L" DUR.FAC. 1 .25 FROM G LM 2400 LgF:e Orange Dr.Suite I50 !� p wteww Orlando FL 32 Fa.mare .nrarmat , this Job•,general n e gaga and tM1asa wab s .I SPACING 24.0" J RE F- 1 W1 5 7 6 1 Z02 FL COA N0278 ALPINE:78 www.alpinoltw.cam; TPI:TPI www.[pinst.arq: W1CA: www.xbclndustry.cam; IGG: —wwrvccsaf-Dou la Flemin Lie Number:66648 • 05/26/2017 1 .. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ3A ) Value Set: 13B (Effective 6/1/2013) The maximum horizontal reaction is 415# Top chord 2x4 SP #2 170 mph wind, 21.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 SP #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Webs 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left cantilever is exposed to wind Special loads Deflection meets L/360 live and L/240 total load. Creep increase ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) factor for dead load is 1.50. TC- From 74 pif at -1.63 to 74 pif at 5.04 BC- From 4 pif at -1.63 to 4 pif at 0.00 Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. BC- From 20 plf at 0.00 to 20 pif at 5.04 Provide ( 2 ) 0.131"0" nails, toe nailed at Bot chord. TC- 34.00 lb Conc. Load at -1.50 Wind loads and reactions based on MWFRS with additional C&C member design. R=92 U=43 23-1-2 3X4 6 � 3-0 10 0-6-6 20-4-0 3X4(B �— R=-170 Rw=74 U=172 1) - 5X5 = 1 r III 1-6-0 :> 1-8-0--J 5-0-7 Over 3 Supports �Ifq�dtp R=698 U=206 W=8" RL=146/-45 q V•..�.``0 "•.0 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(O%)/5(0) 16. Of. 7 1 Y.161, F -/3/-/-/R/- Scale =.5"/Ft. "WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ` w REF R761-- 965 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 3 � :T L 20.O PSF Trussos roqulro ortr...corn In fobrle—g. h—d—g. shipping, Insealling ono bracing. Rafar[ antl fo q, (' DATE 05/26/1 7 cho Incase atl l tl on of BGSI (Berl IdI.g Camp....t Safoty Informotlon, by TPI antl WTCA) far safoty pro ticos P . ; TC L 15.0 PSF o parlor.,..c asa funcClans. InstaI"rs shall pro....c..P—ry brocing por BCS1. D.._noteticothorwls 0 ATE top choro sM1nIlM1M1ova proparly a[tocM1ad ICruct ral shoo[M1l.D antl baCCom cha rtl shall hove a proporly attachatl • rlgId call ing. Locatlmns shaven far parmana.t"I—rpl r—ralnt of wabs steal l havo brocing In.tallao Par BG . DL 10.0 PSF DRW HCUSR761 17l46035 occion.BD, B]err B10. as o pllcablc. Apply plocos co oath foc000f Cru cantl post colon os shown obovo antl a •• P, tM10 Joint DeColls. unlbss n catl ocher rwlso. Rafar to tlr.—gn 160A-Z rorss antlartl places past Clons. .�y • r— Alpino, a olvl.lo.or ITN Bulltling C..ponents Group Ina. .hall n t ba raspan.lbla f any tlesvlatlan from th.'%uj� •N Q�� 01*• LL 0.0 PSF HC-ENG KD/WHK awing, any falluro to h"Iltl cha cross In conformances with ANSI/TPI 1, or for M1anol ing, sM1ippin , • • [�\ 'r AN IT Installation&brocing of trussos. g '��i��' MA `�v TOT.LD. 45.0 PSF SEQN- 3787 11 anal on thl.drawing or covert papa Ilatlng this draw Ing, IntlI cat.a—ptanba of prof•salonal err:ng.1,arinp �� {y./, `,f� rosponslbllliy mlolY for eho tloslgn shown. Thp eu:e bl l lty antl use of[GIs Cr..Ing far eny at uro la[h �/a `•• DU R.FAC. 1.25 FROM G LM 2400 Lake Orange Dr.,Suite l50 rasponslblllty of Na Bulltling Doslgnar par ANs vtPl t O,Imdo,FL 32937 Far mares Infa...tlan s thl.J. .g:cw P.ga antl tM1asa wab.I[a.: SPACING 24.0" J REF- 1 W1 5 7 6 1 Z02 FL COA 90278 ALPINE:www.olpinolcw.com; TPI: www.cpinst.org WTCA: www.sbclntlustry.co.; ICC: w 1....r. ou la FlemingLie Number:66648 n r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ4 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set 11136" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 0.131"xY nails, toe nailed at Top chord. Provide ( 2 ) 0.131"xY nails, toe nailed at Bot chord. 6 � R=-58 Rw=331U0 9 0 10-9-2 0-6-6 10-0-0 �— R=9 Rw=15 U=14 3X4(B1) L--- 1-6-0-->j _77 ver upports �ronvmu,��u R=286 U=59 W=8 RL=43/-34 �V•••••• •••.•��/� Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(O%)/5(0) 16. .0 7 1 Y.1'Y) F -/3/-/-/R/- Scale =.5"/Ft. -WARNING-* READ AND FOLLOW ALL NOTES ON THIS DRAWING) ° •'ILOIORTANr'• FUIWISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 3 j ■T L 20.0 PSF REF R761-- 966 Trusses Iro etc rams ea ro in fabrlcacin handlin shl g r g.raqu g, g, pping. Instellln one b acln Rofcr to end fo ° DATE 05/26/1 7 cha laca.e aelela.or Bcsl (B�ileln.componant Sarmey Informntlan, by TPI ane WTCA) ror safocy practleos p . TCL 15.0 PSF O o parrorming tha.a functlona. Insiallars sholl pro Id.tamporory Drocing par SCSI. Un I.—noted oth...is r A Af rw top chore.hall In—proparly att..h,d atrocturol .h oathing and bottom chore shall hava.proporly ntt...tl 11 II rlatl collIn.. Locations shown ror parmanen[ lo[aral ros[rolnt of waba shall hava brneing Inatallad parDBe C�DL 10.0 PSF DRW HCUSR761 17146090 ct I...03. B7 ar 310, as applicable. Apply plates to oath f...of tru and position as shown above ane o ♦♦ .p Othv Joint Dotal ls. un loss noted otharwlsI. Rofor to drawl...16OA-2 for5stantlarl plots posltlons. Sj ♦ F P' d LpI AlpInc, a division of ITW Building Components Orou Int. .hall not be r ble far ��1 '• ( R\Q ♦•� LL 0.0 PSF HC-ENG AK/DF p espons any davlatlan from th s ♦� ♦♦ awing, any fa l lure t bul le tho truss in conformonco with ANSI RPI 1, or for handling, shipping. �I� C ♦1.���a♦••• AN IrWCOMPANY Installation 8 bracing.f tre..aa. 0# ss�oNA OT.LD. 45.0 PSF SE N- 3571 A anal on thla draaing or eov♦r pap♦ II-Ing thla draaing, Indleat♦a aeaptanea of prof♦aaloml er glnaaring ��I/ roapmalbl l lty sololy far the da l[ n ahv Tha aUItIb[llty end uao of ihla drain.far e.y at bra Is ell y� 2400 Lake Orange Dr.,Suite ISO r.°pdnalblllty of the Bauei.g D.Ignar par ANSI/TPI 1 Sae.2. �w�4pMil�q��►1�� DUR.FAC. 1 .25 FROM GLM Orlando,FL 32837 F.r mars infarmati.n a this Jeb•a g...ral n .pe.e and those web altar: SPACING 24.0" )REF- 1 W1 5 76 1 Z02 FL COA 90278 ALPINE: www.alpinoltw.com: TPI• www.tpinat.org: WrCA:www.sbclndustry.com: 'cc: www.l....r-Dou la FlemingLic Number:66648 ( ° THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ4A ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 20.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 6 1-1-2 R=110 U=43 1-0 10 0-4-0 R=23 U=0 3X4(B1) _ 19-9-8 R=121 U=11 RL=62 1-0- -6-7 Over 3 Su s IIIHIpgj 5 .FCE�l� Design Crit: FBC2010Res/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(0%)/5(0) 16. 0f 7 1 Y.1•. F -/3/-/-/R/- Scale =.5"/Ft. *'WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! •- _ "IMPORTART" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1 20.0 PSF REF R7 6 1-- 967 Trussas Ira—eramo c ra in fa)rltvcln handlln shl g g. •roqu g, g, pping, ins call in and)ratio Rafar c0 and!p r 'TC L 15.0 PSF DATE 05/26/1 7 cho latest etll tlon df SCSI (Oullding Componene Safacy InTormatlon, by TPI antl WTCA) for safaey practices p . • I.perform log chase--loos. Inseallars shall p-1-temporary braalnq par OCSI. Unless--d otborwis r • • cop chord ZM1oII M1ovo properly actachdd strueturnl sM1on[M1l�g and bottom chord shell have a properly accaehatl ® • .DL 1 0.0 PSF DRW HCUSR76 1 17146027 rlgld cplling. LOcatl.ns pI,—for permanonc 1p,a rostrolnt ar wab,shall hove)rvcing Inscal I'd per OC WATE � ALP sections OD BT or 010. as opplleth Apply plvcas co r..fotOoof tru C nd posi clpn as shown obovo antl o •• (�• p cho JOlnc Oocolls, unless n tatl otbl,.lsA Rafar to tlraw logs 1GOA-Z fors,antla rtl pieta posl[l_ fj • `" AI Ino, a dlvlslon of ITW Dulidln Cam o an,Grou Inc. shell n C b0 r nsiblo far •���••.(O�`Q• •• LL 0.0 PSF HC—ENG AK/DF p g p n p espo any tlovlaClon from th s . • drawing, any folios co bulltl tha cross in confo rmanta.IU ANSI/TPI I. or ror M1antlling, shlppin I ........• [�\ AN ITW COMPANY Installation A bracing of trusas. c g, `�v `1'OT.LD. 45.0 PSF SEQN- 3572 A w..1 on eblw dr•Wlnp or ddwr-g• 11-119 thl•Crw•Ing. Indl,,t••.,—ptmc•oT profpaalon:1 Imtuglnw•rinp raspon,lblllty eOl1l,for eh0 dmlgn ZM1awn. Tha sultablllty and use of tills tlre•Ing Tar.no,air r0 1•eh ! DUR.FAC. 1.25 FROM G LM 2400 Lake Orange Dr.,Suite 150 rospon.Iblllty or cho qullding Doalgnar par ANSI/TPI t Sx.2. !�/jw+ lu1��U Orlando FL 32837 Far mora Information, thi,Jan's gonaral ,pogo and t wa) T] FLCOAH0278 ALPINE: www,alpinoltw,cam: TPI: www.tpl—t—,; WTCA: www,sbcindustry.om; ICC: wwa.ltt,a Dou la Fleming Lic Number:66648 SPACING 24.0" J REF- 1 W1 57 6 1 Z02 h � THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ5 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "136" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. R=77 U=25 11-9-2 6 2-0 10 0-6-6 R=54 U=2 10-0-0 3X4(B1) L<- 1-6-0-->j 3-0-7 Irtaia�npi�. R=304 U=30 W=8" S .F �qi///rye• RL=76/-41 o�G�♦♦r •�•/�/J�! �6 • rf/ Design Cr i t: FBC201 ORes/TPI-2007(STD) °♦+�` S�`•�°• y PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1 .0.1.07 .1 QT !7 /-/3/-/-/R/- Scale =.5"/Ft. **WARNING!** READ AND FOLLW ALL NOTES ON THIS DRAWINGI = 4 al T LL ZO.O PSF•�II1PORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • REF R7 6 1-- 968 T,ussos ragalra I--..car. In fabrlcating. handling, shippl.g. Installing and braeing. R.—t and al ; 1� "I'rC DL 15.0 PSF DATE 05/26/1 7 too I.test.dlel.n of BCSI (BUI Idl.g C.mpon nt Safaty Informaelon, by TPI and WrCA) for saf.ty p....l...arl • o porforming thus......Ions. I....IIors shall provido tampor.ry br..ing per BCSI. Unless n.t.d.drop. r • cop ch.1d shall havo prop.,Iy att..h.d strut[rnI sho.thI ng and bottom ch.rd shall M1avo a pr.p.r ly Deco h rigid cal I Ingo Locael.ns shown for p.rmanentulaeorol roseralne of wobs shal I havo braeing Install.tl par : ATE °:t8 DL 10.0 PSF DRW HCUSR761 17146079 succlons BB. .I or B10, .s a pllcabr Apply plows to oath fat oaf tru [antl p.sl clan as shown.bov.antl ♦. tA' J.Inc Dotalls. ..lass n tad othcrwlsv. R.f.r to tl,awings 1GOA-Z f.rss and.,tl plat.p.aitinna °.+F O`i. • LL 0.0 PSF HC-ENG AK/DF Alpinc. a tllvlslan of ITW Bulltling Componan s Group Inc. shall n t bo r....nslbla far any d-1—lon from th • p tl,awing. any f.11urI to build No truss In confa,mancc wi[h ANSI/TPI 1• .r for hand IIng• shipping. ♦ �♦• AN ITW COMPANY inswl laclon s bracin of cr.ss.s. ♦ • O(\�• v 9 '. F ' •...••• ' �� �TOT.LD. 45.0 PSF SEQN- 3573 A seal on this drawing or cover peg*I]Sting this drawing. Indicate.Acceptance IT professional engineering '�/� eap.nslbiI My sally far th.ensign ah_. Th.Suitability and—of"Is drawing for any atrb.tur. IS thS�ifJNA DUR.FAC. 1.25 FROM GLM sp—lbl l lty of th.B.. dl.,Ds lgnar par ANSI/1PI 1 S'ae.2. y/ 24Ci)Ln4elando, Dr.Suite l50 y f/y� loll OrFLC FL 3278 For or. Inform;tI.nTPI a thla,.b•a;..oral not.,pogo antl[boon w.b altos: SPACING 24.0" J REF- 1 W1 5 7 6 1 Z02 FLconao2Ts ALPINE: www,alpinolcw.com; TPI: www.tp'InSt.arg:WTCA: www.sbclntluscry.tom: IDD: wsw.IccsafoIDou la Flemin Lie Number:66648 _ 05/26/2017 .l r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ5A ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "136" uses design values approved 1/30/2013 by ALSC design. (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. factor for dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 6 13-1-2 R=103 U=31 2-0 10 0-6-6 �11-4-0 T R=59 U=0 3X4(B1) i< 3 0 7 Over 3 SupparIng IIIHIdlry�!. R=146 U=0 Design Crit: FBC201ORes/TPI-2007(STD) F • PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1 .W_ .07 .1 T !1k/-/3/-/-/R/- Scale =.5"/Ft. **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI g ;•• T LL 20.0 PSF THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, REF R7 6 1—— 969 Trusses r.quira c tremo taro In Tabrlcating. h.ntlling, shipping. Install Ina antl bra.ing. R.f.,t antl NI ; Ilk �`j DL 15. 0 PSF DATE 05/26/1 7 the latest etll elan of SCSI (Bulltling C..pon nt Saf.ty Informatl on, by TPI and WTCA) far saf.ty P...t1c. rl o p.rforming Chas.functions. Installers shall pl—Id.t..por.ry br.cing per BCS1. Unlass n.totl otb..W. cop ch.rtl ah.II hover prop.,ly.tt.—d It r.. r.1 I-1hing antl bottom chortl sha11 IM1a va a p,.pp I otter h A AT � r 19 ltl col I Ingo Locate ens shown for p.r.....tu Iota-I r.str.lnt.f webs shal I h...br.cl no Instal l.tl p., , !"11 E ♦ �$( DL 10.0 PSF DRW HCUSR761 17146011 O thctlons G3 B]err DID, as app''...'.. Apply plat..to...h loco of er. antl P.sltlon.s shown above.ntl� @ ♦° ..l.,.t Det.II1. amass not.tl.th.rw1so. Rotor to tlrawings 160A-Z fora;t.ntl.rtl pint.positions. . ° r[�c- LL 0.0 PSF HC-ENG AK/DF a LP Alpinc, n tll alsl.n.f ITW Duiltling Compon.n[s Group Inc. shall nee be responslbl.for any tloalaClon from eh ���•♦♦��Op,O�♦.• �c_ awing. any Te11ur.[.bulId tM1.[ruse in cool.rmencc with ANSI/TPI t, or far handH . shlpping. ♦ • AN ITW COMPANY 's I I.tl.n a 6,..1.,.T era==.,. '�. °�... �j° �� TOT.LD. 45.0 PSF SEQN- 3574 Anss.l on this tlr..ing or co—Pao, II-Ing the.tlr..Ing. Intllt.t...ccspt.nes bf P-Ir—Ion.l snglnssring osp.bslblllty s.l.ly Tor th.Emig,sb— Th,su leabll lty and use of wIs Cr..ing far.by atr In. I.N DUR.FAC. 1.25 .spans ty oT too S.II.Ing Dos lg...par ANSI/TPI ]Soc.2. // FROM G LM 2400 Lake Orange Dr.,Suite I50 .y Orlando FL 32837 F.r mar. Information s this J.b•s g...ral . s pogo antl Chao.web altos: kIlyryMl11gg1U SPACING 24.0" J REF- 1 W1 5 7 61 FL I• www.t COA 90278 ALPINE: www,.lpina tw.coa; TPpinst.org: WTCA: —bclntlustry.coml MCC: www.IccsofoDou la FlemingLie Number:66648 _Z02 • 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ6 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 12-9-2 R=157 U=47 6 3-0 10 �L 0-6-6 _T— R=95 U=0 10-0-0 3X4(B1) 1-6-0� 5-0-7 5-0-7 Over 3 Supports _.�IH9lIdl/Igry R=383 U=29 W=8" S .FA�4i�i RL=110/-48 �'•pOR.� ."••••�••%/ y Design Crit: FBC201ORes/TPI-2007(STD) � e S� • PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1.0.1.07 .1 QT ! /-/3/-/-/R/- Scale =.5"/Ft. "WARNINGI'• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI = IF "111PORFAN" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 70. T�j LL 20.0 PSF REF R76 1-- 970 Trussos rogulro o cromo c ro In fobrlcocing, hontlling, shipping. Inatal1I.R ontl bracing. Rofor t nntl�I ; G;DL 15.0 PSF DATE 05/2 6/1 7 tho Imtost_'tlon of SCSI (Dulltling Comp on nt Safaty Informntl on, by TPI antl WTCA) Tor safoty procticos�rl • o pa rform log th osa funet:_ InstalIor,—11 provltlo tnnpornry bracing por OCT I. Unlnss not-mthor o . . top chartl s 11 hova proporly nttachatl st ruct ral shaathing nn0 bottom chold shmll havo a plaporly mt<mch�1 • rlgle cal I Ing. Locotlons shown fur pnrmnnnntulatmra1 rastralnt or wobs In,I I hova bra�ing Instal Intl parntS ; ATE DL 10.0 PSF DRW HCUSR761 17146068 [Iona Da, 07 or 010, ns opplicnblo. AP; places to each loco of eru antl position as sM1awn abovm o 0 • • f d (II1II O [hh Joint Duta115. unless nntntl a[hnrwlso. Rofor to tlrawings 16OA-2 forastantlortl pinto positions. ••• Q, e• LL 0.0 PSF HC—ENG AK/DF I��� Alpino, a tllvisian of ITV Oulltling Components Group Inc. sM1all no[bt rosponslblo for ony tlavlatlon from th �� •• `O •• d—Ing, any lallurn to bulltl tIa truss In cmnformanco w1 th ANSI/TPI 1, or for hnntll log, shipping. ♦ • AN ITW CO MPANY Instnllaclon 6 brnnin or crussns. i, '•1 .•• A ssel on this Crewing r bays s Iletln this arewln InCltetwa et W •,,,F •••�•,• �� TOT.LD. 45.0 PSF SEQN= 3575 rosponalhlllty eolaly for[ho tlmlgn eM1oen.W Tha aultebl�ley antl use of thlentl rbwingrforeenynatructuroelanN '�// 2400 Lyle Orange Dr.,Suite 150 ;,onal blllty or tbo 0,Iltling Dos19—por ANSI/TPI 1 Sob.2. yiyy��ONA�-� DUR.FAC. 1.25 FROM GLM Orlando FL 32837 Fur morn InlarmatI..a thla Job•a gnnnral ..to,page nntl rhos wnb aItca: kl/ypfQlW�Ctti� $PACING 24.0" J RE F— 1 W1 5 7 6 1 Z02 FLCOA90278 ALPINE: www,blpinolcw.com: TPI: www.cpinst.org: WTCA: ww .—Industry.cam; ICC: ..IntaafaDOU la FlemingLie Number:66648 1 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ9 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bat chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "136" uses design values approved 1/30/2013 by ALSC design. (J) Hanger Support Required, by others Left end vertical not exposed to wind pressure. ' 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. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 6 5X5 : R=58 U=17 14-1-2 1 .5X4 III 3-0 10 2-0-6 R=178 U=25 11-4-0 5X5 - 3X3 I, 3-0-0 _I_ 2-0-7 ,I 5-0-7 Over 3 Supports --� RY11lUy R=236 U=18 RL=33 H=H1 OV•• •••.!'!� Design Crit: FBC201ORes/TPI-2007(STD) ' • PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1.4 .07 .1 QT 1 L/-/3/-/-/R/- Scale =.5"/Ft. -WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING[ O. T LL 20.0 PSF REF R7 6 1-- 97 1 "II[PORTANT'• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru....r.gulr...tram*Cara In(I rlc.ting. M1antlling, sM1IPPIng. Ins[alling Ind bracing. R.fcr *°�DL 15.0 PSF DATE 05/26/1 7 ch* lacost cdl clan or 8CS1 (Bulltling Compon*nc S.roty Inr....Cl*n, by TPI antl WTCA) ror s.fo[y Pr*.cices ro W o porforming cM1*s*runcclon.. Ins[allors shall p-11do[..Po ry bracing P*r BCSI. Unloss naiad*thor cop chord shall havo Prop*rly at[a...d s ructur.l s__Ih si antl b.ctom chord h.11 huv..prop.rIy att.clCd W � DL 10.0 PSF DRW HCUSR761 17146010 rlgld colling. L...tI.ns shown ror p.......t lator.l r.s[r. of wobs shall havo bracing Instal lad Por S A ccI—B3, B7 or B10. .s appll—I.. Apply plat..to o..h f...of cru and poslcl.n as shown obou.one •• A ••• ` a n �� T. tM1.J.lnt D.[.Ils, unl.ss..t*d.tharv,ls*. It—to drawl...16OAA_Z r.rsst.nd.rd Placo P*sitl*ns. ♦ ,�y °• P .• LL 0.0 PSF HC-ENG AK/DF IIIJLLII Ill�� Al Pln.. .tllvl sl.n of ITW Dulltling Canponenes Group InC. snall n t ba respanslblo far any tlevl.Cl.n from[ awing, any 1.11ur.[ build cho truss In conrorm.nce wICM1 ANSI/TPI 1, or for h—dling, shlppin •• AN ITW COMPANY 1 t*I IaCI*n&bracing of trusses, g ,��/fin •'•�����•'•�� ��TOT.LD. 45.0 PSF SEQN- 3576 Anmeal on thl.drving or—or pegs listing"I.drawing. Indlcs —ptsncl of profs.slonsl snpin—Ing r.spons lblllty saloly for eh.doslgn eh_. Th..ult.bll lty Intl use of ehls drawing for any.true uro Is th .sponsl bllity or th.Bul Iding Ooslgn.r par ANSI/TPI 1 Sae,2. �i� I+�}�� v DUR.FAC. 1.25 FROM G LM 241m Lake Orange Dr„Suite I50 //� � Orlando,FL 32837 For m... Inf.rmatl*n 11,thl.Job's g...r.l .....pogo and th...w.h.It..: NI/4il1{�I�U°tip SPACING 24.0" J REF- 1 W1 5 761 Z02 FL COA 90278 ALPINE: ww —pinoltw.com; TPI: www,[pinsc.org: WTCA: www.sbclndustry.c*m; ICC: xww.I ccs...Dou la Fleming Lic Number:66648 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ10 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 20.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Left end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. factor for dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 6 21-1-2 R=-70 Rw=74 U=108 RL=55/-35 1 .5X4 III 4-0 10 3-6 12 R=19 U=0 17-4-0 1-. X6 III L<— 1-6-12->J 0-11-1 Over Supports ��p,S FLF R=279 Rw=280 U=114 W=7.25" Design Crit: FBC201ORes/TPI-2007(STD) ' �� aS� • PLT TYP. Wave FT/RT=20%(0%)/5(0) 16 1 .(1 .07 .1 QT 2 L/-/3/-/-/R/- Scale =.5"/Ft. -WARNING!- READ AND FOLLOW ALL NOTES ON THIS DRAWING[ • • "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ,� � O' � Tj LL 20.0 PSF REF R7 6 1-- 972 T..... req"Ire eatramo cnra In fabricoting, M1antlling, sM1lpping. Installing and brocing. Rafor t and all w . r • �DL 15.0 PSF DATE 05/26/1 7 the latest odItIon of BCSI (Bu l 1ding Comp on nt Soroty Information, by TPI and WTCA) for safety prnccl • o Porfa..ing Chas.funeelons. Instnllo—shall p—ldo loop...ry brocing For BCSI. Unless noted oche top chold shall hula properly ott.,h o scrod..I shoothing antl bottom chord shall have o properly octet 'o W Il I� rigid calling. Locations shown rot per.ononc"lateral r.stralnc of webs shell h...bracing Installed par 5 . DL 10.0 PSF DRW HCUSR76 1 17 146029 II II II� I� thcclons B13 1 .. B10, as o pllcoblo. Apply places to each rota or cru tandape'Ic t.as sM1own above on�a • ATE �• d ILI�ILJ�J III��� a Ualnt Batalls. pnless n tad atncrwlsa. Rarer to tlrawings 1GOAo-z rar's d r ware positions. s •. . LL 0.0 PSF HC-ENG AK/DF A 1pino, a tll vl scan or ITW Builtling Components Group Inc. shall n t to rasponslbla far any Eovloelon from t C `O �. d rowing, eny rnlluro c build cho truss In confo r.....wl th ANSI/TPI 1, or for hantlling, sM1ipping. •� O �• AN IT'WCOMPANY Installat;an t braclhg or tresses. '�?, �. '•.•.•�•.••• �� TOT.LID. 45.0 PSF SEQN- 3577 A Heel en this tlreelnp or cover pep•Iletlnp NIe dnelnp, Indlcetee ecaptence of profeeelonel eng l nee I� .,� osponslblllty mloly tar the tloslpn sheen. Tho eultobll lty end use or thle tlre•1. Tar any aeruoture Is t11 �4y S10����j�a DUR.FAC. 1 .25 FROM G LM 2400 Luke Orange Dr.,Suite l50 o"h.Iblllty or the BUIlding Oaalgnor por ANSI/TPI 1 Soo.2. // 444 ' Orlando,FL 32837 For mare Infa.matlan Io.this job"general n s Page and chow web epee: SPACING 24.0" JREF- 1W15761 Z02 FL COA 90278 ALPINE: www.olpinoltw.com; TPI: www.tpinst.orp; WrCA: www,sbcindustry.com; [CC! www.Ittsar.DG la Flemin Lie Number:66648 • 05/26/2017 � 'a THIS DNIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ11 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 21.22 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by-ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Left end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. factor for dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 6 �R=75 U=10 22-1-2 1 .5X4 III RL=100/-41 5-0 10 3-6 12 R=59 U=0 17-4-0 1 .rX6 III L<- 1-6-12->j -11-11 Over 3 Suppo s RYIIf11l1 R=301 U=119 W=7.25" Rt/p Design Crit: FBC201ORes/TPI-2007(STD) • V S€ PLT TYP. Wave FT/RT=20%(0%D)/5(0) 16 1.0• .07 .1 QT 2 L/-/3/-/-/R/- -Scale =.5"/Ft. "'WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWING] • • "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. O' • T LL 20.0 PSF REF R76 1-- 97 3 Trusses ro..Iro extreme core In fabrlcocing, hantlling, shlpping. Installing ontl bracing. Refer co and fill w • (;C DATE 05/26/1 7 chI lacdse Id eel on of SCSI (Bullding Component Safoey Informoeion, by TPI ontl WTCA) far slfmty preset'.c o • o porformin9 t"'I functions. Installers s„all prI'll cempo rary a acing Por OCS1. Unless noted ethe ; DL 1 5.0 PSF tap chord s 11 M1aeg properly at=-Il structural shoe thing and bott m chord shall have a preporly It • rigid calling. L...tlons shaven for p.......t Ietorll rastrolnt gf webs shall have bracing lnstalled per IRS . /p{T DL 10.0 PSF DRW HCUSR761 17146030 rl colons Ga. B7 or B10, as appl lcabla. Apply places to I_f...of c Intl pesitlon as shaven above ar1j. ; _ ""� •1• .� Q ��� 2 ChI scent oeta Is. and ass acted]th—l— Rarer to drawings 16OAA-z fer standlyd pled positlens. i ° P i LL 0.0 PSF HC-ENG AK/DF I L�� Alpine, a d1,lsion of ITW Build Ing Components Group Inc. sM1all n e be response bla for any dovleclon from t •♦ O d rewing, any T.I1Ure to bu Ild the truss In conformance wit„ANSI/TPI 1, or for hantlling, shlpping. CC •• AN ITW COMPANY Instal IItI.,&bracing of tresses. •�'•.0�.�•.,•'• /C+�� TOT.LD. 45.0 PSF SEQN- 3578 Y A.I.1 on the.dr'.Inp or elver p.p. II.LInp NI.drawing,lap. IntlIe.LI.I,g.nd.oT proT...lon.l mtp lnoorinp espon.lblllty solely Tar the tloslgn sha.n. Th..ultabiIIty Ind...Ir ihl.draw TIr any.trot urI I.m DUR.FAC. 1.25 FROM G LM aspens l blllty of the H.Ild lag Designer par ANa.11PI 1 S—I . �// 2308 Lake Orange Dr.,Suite 150 /y/ �y►P'" Orlando FL 32837 Far mare Infermltlen a thls,)Ib•.general ,page and the..web sites: Hqy I gulft1�1 SPACING 24.0" J REF- 1 W1 5 7 6 1 Z02 FL COA 110278 ALPINE: www.Ilpinoltw.com; TPI: www.cpinst.org: WTCA: www..bcintlustry.com; ICC: —is—f.Dou la Flemin Lie Number:66648 • 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ12 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 21.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 Bot chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "13B" uses design values approved 1/30/2013 by ALSC design. Truss passed check for 20 psf additional bottom chord live load in Left end vertical not exposed to wind pressure. areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase i factor for dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 6 �3-1-2 R=162 U=5 RL=146/-46 1 .5X4 III 6-0 10 3-6 12 R=144 U=0 +17-4-0 1 .5X6 m L-'c1-6-12� — — It11lNldfQp�� R=439 U=151 W=7.25" S �I� %h Design Crit: FBC2010Res/TPI-2007(STD) • PLT TYP. Wave FT/RT=20%(0%)/5(0) 16. 1 .01 07 .1 TY: /-/3/-/-/f2/- Scale =.375"/Ft. *WARN INGI•• READ AND FOLLOW ALL NOTES ON THIS DRAW]NGI • TOLL 20.0 PSF REF R761-- 974 —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • Trusses roqulro c c erns ere In fabricoting. „snail. shl Il g, ppl ng. Installing pod bracing. Rvfor ca and I ■ chp latest adItIv -BCSlc(Bullding Compan nc Safety Inrorma[lon. by TPI and WTCA) far safety praetlepsf l , ROL 15.0 PSF DATE 05/26/1 7 o parforming tM1psv funcclons. Installers shall provltlo comps ra ry bracing par SCSI. Unless nocod-h—lsp ■ cap chore s„al l I,—praporly petac„ed struct ral s„vat„Ing antl bocipm chord s„al l have a propo I attach ATE � � DL 10.0 PSF DRW HCUSR761 17146031 rlgld colling. Locaclons 1M1pwn far pprmanontala[aral rastrp int of webs shall hove bracing instal�od par B r, ^ sec[Ivns BD B]or B10. os appllc^bl o. Apply Places'co oar„fnc000f cru antl Posi Tloon as s„own^hove nntl Q • , d Illll�IIP [M1e Jalnt Dat^Ils. anions nRuII a[„arwlsc. Rafar ca drawings 160A4 far'=tandard plats panlilans. �.L OP.•• LL 0.0 PSF HC-ENG AK/DF A lPlna. a tllvlsion of ITW Bulltling Companencs Group Inc. s„all "I ba rvspanslblc any Opplotlon tram[h ®�A•••• O®1 ••• tl raw leg. any failure[o band tM1v trans In cpnformancp wICM1 ANSI/TPI ,, or far hnndling. sM1ipping. '/�� • r`` OT.LD. 45.0 PSF S EQN- 3 5 7 9 AN ITW COMPANY lns[allacion S bracing pr trusses. iji4 •••■f�••••� A■■nl on thl•■rn■InW or eoyr peg■ 11■tlnR thin■r■■InO, In■lubn•eaptnne•oT prof■n•lon■1 //�/ rasponelbllliy solely Tor the donlen shorn. Tho nuliab111Cy end use pT this d6 Or P Tor any 1 11ol lInth ',�� /{,J�At �Aa 240O Lake Orange Dr.,$DIID ISD roaponslblllty of C„a Oulltling Donlgnar Par ARSI/TPI 1 Soc.2. /�fyf 1,"y1{�' DUR.FAC. 1 .25 FROM GLM IptMd11U11 v Orlando FL 32 Far nary Informa[ s this,Job's:poor^ page and[bona wpb slten: FLcoAsoz78 ls ALPINE: www.alpinvltw.com; TPI TPI: www.cpinst.org: WTCA: www.sbclnduscry.com; ICC: www.IccsafaIDou la Fleming Lie Number:66648 SPACING 24.01. J REF- 1 W1 5 7 6 1 Z02 ,, 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ13 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 20.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Left end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. factor for dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 6 R=-70 Rw=74 U=108 1-1-2 RL=55/-35 1 .5X4 w 4-0 10 3-6 12 R=19 U=0 17-4-0 1 . X6 III 1-6-12->J O-11-1LOverj Supports IRg11Uf//ry�. R=279 Rw=280 U=114 W=7.25" in llia. n5 Fa �i�4 A4X Desi Crit: FBC201ORes/TPI-2007(STD) ° �� S�°°•° PLT TYP. Wave FT/RT=20%(O%)/5(0) 16.J11.Ot 07 .1 TY: /-/3/-/-/R/- Scale =.5"/Ft. ••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 20.0 PSF REF R761-- 975 ••IWPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. e7AT reortremc taro In febrlcacing. M1andling. shipping. Installing ontl bracing. Refer co and Iaao dition of BCSI (Oullding Component Safety Informacl.n. by TPI ontl WrCA) far safety pr..tlaf ! a��� °DL 15.0 PSF DATE 05/26/17 operfrming Ihaso functions. Installers shall provltlo t-mporary bracing par BCSI. Unless notedtop ch.,d shall h—,prop.,ly att"ir'Osteet ral snobthl.g antl bottom chard ah.11 have a prop- I attach � rigid collage Localons snow"far Perm-vent"lotoral rasvelnc or webs sh.11 H.—bracing Instaly-tl Par B y.0 a ,+ DL 10.O PSF DRW HCUSR761 17146026 colons 03. BT or I. as appl 1c 11 . Apply plates to oath face of tru and p.sltion as Sh...-bova and Q . �, the J.nt Data l Ia, un lass noted oth...la.. Rarer to drawings 16OA-2(o,sstandord plat.posltlons. ALIPIN Alpin-. o tlivislon of ITN Building Compono s Group In s all oc c .sponslbl-f-r d--Iatlan ,ram t ' ^•. R�QQ'.°' LL 0.0 PSF HC-ENG AK/DF tl row lag, any fallura to build tM10 truss In conformance wlchhAN51/TPlbI.ror for M1antllinga"shipping, h�'�`�^ �•• O,` �.,a AN IT'W COMPANY Installed..B bracing of tra—a. '�i�� '•••�•`•' �\ OT.LD. 45.0 PSF SE N- 3580 A aaal on thin drawing or cover papa 11 at l no thin drew l no. IndIeaten accept.new of profa..lonal anglnearino �I tY r.nponslblllq solely for th.dmlgn ahem. Tha aul tab I l lty and uaa or th In draw l no for any aeructurl Is th ,�/y .p��V 2400 Lake Orange Dr.,Suite 150 raspa—blllcy of the Building Dos Iona.par ANSI/TPI T See.2. '"'�k11 •/�{ a•" DUR.FAC. 1.25 FROM GLM wnnanuu Orlando FL 32837 For more Inf.rmad.n s Ihla J-b's g-n-rel n •pogo and tM1asa web altos: SPACING 24.0" J RE F- 1 W1 5761_ZO2 FL COA M027R ALPINE: www..lpin-Itw.cam; TPI: www,cpinst.org; WTCA: w+.w.ebclndustry.c.m: IDD; vnrv,.Iccsnf.DOu la FlemingLic Number:66648 a 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ14 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 21.22 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Left end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. factor for dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bat chord. 6 R=75 U=10 +2-1-2 1 .5X4 III RL=100/-41 5-0 10 3-6 12. It 17-4-0 R=59 U=0 1 . X6 III -11-11 Over 3 SUPPO s 111111U1/gr� . R=301 U=119 W=7.25" 'S II Allc: Design Crit: FBC2010Res/TPI-2007(STD) � ••�•V' aS�•••' PLT TYP. Wave FT/RT=20%(O%)/5(0) 16.11 .of 07 AQTY:'i /=/3/-/-/R/- Scale =.5"/Ft. "WARNING!" READ AND FOLLOW ALL NOrES ON THIS DRAWING[ ..IMPORTANT'- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TCLL 20.0 PSF REF R76 1-- 976 e a Trussas r:qulro a creme taro In Tabrlca[Ing. M1antlting. 111pping, installing and bracing. Rarer t and fdpl ■ - ML 1 5.0 PSF thy. lorosc celclan of BCSI .Itling ComPan rat SaToey Iafarmatlon, by TPI and w7cA7 rar safety practicas jI ■ / DATE 05/26/1 7 y.parrorming chose functions. Installers shall provldo temporary bracing per SCSI. Nnloss noted othorwl� e cop chard shall have proparly attach.d stru t ral shoothing and bottom chard shall hava a propo I attach /�TE r lgltl calling. Locations shown far parmana to lateral restraint y.r wcba—II aavy.bracing Ins callotl par B . A • DL 10.0 PSF DRW HCUSR76 1 1714601 8 I� ct Ions B3. B7 or BIG. as nppllcabto. Apply plates to each Taco.1'tru antl posltlon as sM1own abava antl d ♦ , Q n I1� [ha Jalnt Datalla, anlaaa natal atM1arw laa. Rafar to d[awings,BDAa_Z Tarastanda rd plats positions. It 0 /��O� 01�.•• LL 0.0 PS F HC—ENG AK/DF ILIA_ ILL11=J Alpina, a division oT ITW Bulltling Componen s Groupine. shall n t ba asponsibla Par any deviation rrom th YVI •O/� , '•• drawing. any f^I Jury.to build tno truss In con fornanco wi[M1 ANSI/TPI 1.rar for h adling, shippin • • \ AN ITW COMPANY instal Iatlen b braaing aP traaaaa g' '�i, Fq((�� ••••.•••' OT.LD. 45.0 PSF SEQN- 3581 A seal on this tlnwing or cover papa I lacing thl■drawing. Indlcat•e-pt..ca of prof..tonal wagln..ring raaponslblllty solely Tor, the doalgn shown. Tha aultabll icy and usy.oT thls drawing Tor any atructuro la th Q1L 24In�!Lake Orange Dr.,Suite 150 ry.aponal6ll ley or thy.Bulltling Doaignar par ANSI/TPI 1 Sat.2. 0�• "���a OUR.FAC. 1.25 FROM GLM �reewiun www.tpIn .or Orlando FL 32537 Isar morn I^farm^clan a ,ob•a gy.naral n a pogo and tM1aay.wy.b altos: SPAC I NG 24.0" J REF- 1 W1 57 61_ZO2 FLconaozlg ALPINE:www.alpinoltw.com; TPI: plscg: Ill www.soclnduscry.tom; ICC: www.IccsaroIDlw la FlemingLie Number:66648 �. 05/26/2017 t THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ14A ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 21.22 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, .RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Left cantilever is exposed to wind Left end vertical not exposed to wind pressure. 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. Provide ( 2 ) O.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 6 R=75 U=10 2-1-2 1 .5X4 III RL=100/-41 5-0 10 3-6 12 R=12 Rw=52 U=50 17-4-0 1 .5X4 III 1-6-12 -11-11 Over 3 Su or IfIt111U71�/f R=378 U=145 W=4" Design Crit: FBC201ORes/TPI-2007(STD) ••`�` S�•••• • PLT TYP. Wave FT/RT=20%(O%)/5(0) 16. 1 .0— 7 1 TY 1 F -/3/-/-/R/- Scale =.5"/Ft. '•WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IN TG_L 20.0 PSF REF R761-- 977 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. +' Truss..requlr.a romo eoro In fabrleating, handllnU• shipping, Install Ing and bracing. Rofar[ one fowg • • A ha laeoae am clan of BCSI �Btlllding CmP.nant S.faty Infarmatlon, by TPI and WTCA� T.r a.T.ty p...tlem po7 •• TC L 15.0 PSF DATE 05/26/1 7 o performing those funcelons. Ins[ollors shall prwldo tomp...ry bracing por BCSI. Unless no[ed oehorwl • ��� • top chord sholl M1ovo praporiy ot[och.d s[ruc<ural s llthing and bottom chortl sM1alI hove o proP.r ly —ch. + rigid calling. Locations shown for porman..t 'It" l roscrolnc of wobs shall hevo br.clnp Installed per BC • • DL 10.0 PSF DRW HCUSR76 1 17146028 a r, ^ .�, Crycclonos B]. B]or B10. os aopplicabl o. Apply plat..co ooch fort...!tru C nd poll[ion as shown abovoroo�tl , . S IIILIII'�IIILIrJI IIIII��~ o Joln[Dacails unloss n tod o[harw lsa. Rafor[o drowings 160A-Z fors and.rtl plat.posl[lans. o 0 •. {y► •• Alpin . a division of ITW Bullding Camp...rts Group Inc. shall "It bo raspansiblc Tar any davlatlan r th s�j��'•. Q R1O .•• ILL 0.0 PSF HC—ENG SSB/DF I— any Tailuro co build the[russ In conformanco wltM1 ANSI/TPI I. or for M1andling, shipping, ••.• �•.• AN IT'WCOMPANY Installation&bracing eT truaaas 'Gyry ��+ OT.LD. 45.0 PSF SEQN- 3582 A seal on thle drawing or ewar page II ting thle drewing. Ind leatee.eupt.ne..T pr.T...loneI mglneering rosponslbllley solely Tor tho tlm lgn shorn, Tha.ulesbll ley and uao If thl.drawing for any etruceuro la U -.e aspon.lbl l icy IT Via Building Doslgnor por ANSI/TPI 1 Sx.2. Vi�� {sue DUR.FAC. 1.25 FROM G LM 24('ill Labe Orange Dr.,Suite I50 /yl�lglll Orlando FL 32837 Far l 0 Infarmetian. this Jab',gandral ,page and thasa web.It : SPACING 24.0" J RE F- 1 W1 5 7 6 1 Z02 FL COA H0278 ALPINE: www. IPlnai aw.com: TPI: www.ipinst.org: WTCA: www.sbclneuscry.com: ICC: wew.l....foDou la FlemingLie Number:66648 e 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ15 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 21.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Left end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. factor for dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 6 R=162 U=5 3-1-2 RL=146/-46 1 .5X4 III 6-0 10 3-6 12 17-4-0 R=99 U=0 1 .5X6 III L<1-6-12J R=380 U=151 W=7.25" •'.•• ' •••.• Design Crit: FBC201ORes/TPI-2007(STD) •�•�� S�•••. • PLT TYP. Wave FT/RT=20%(0%)/5(0) 16. 1 .0 7 1 TY. • F -/3/-/-/R/- Scale =.375"/Ft. ••WJU2N INc1•• HIS AIMRA rouor ALL Nores ON THIS owDING ' TG_L 20.0 PSF REF R761-- 978 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �' � � � +' Trusses reiulrI..tram.card In labricating, hantlling, sM1ippin,. Installing antl brae,.,. Rafar[o and I j /l rho latasc edit,..or BCS' cnullding Compo...e Salary I"rormatlon, by TPI a.d WTCA> rar aaraty p...ticas p� ; • TC L 15.0 PSF DATE 05/26/1 7 o porforming thaso!unctions. Insiallors sM1all provide temper.ry brocing per SCSI. Unless noiotl othorwl p [op chord shall havo properly att.cM1atl structural shoocM1ing nntl sect m chord shell hnvo a praparly--ha A rigid tolling. Locations shown for pormanant ,.taro, rostralnt of webs shall havo bracing Installed par SC ATE �• DL 10.0 PSF DRW HCUSR761 17146022 [IN Fg� ons 03, BT or DID. as appil—o'.. Apply placers to I—face of tru and position as shown above a.d 0 a n �� �No�al.t Gatalls. anlass na[ad a[harwisa. Rarer to drawl.gs,6GAe_Z rarss[a.dard pla[a positions. ram a G' f]�' O P••• LL 0.0 PS F HC—ENG AK/DF II'J LI Alpino, a division of ITN Bulltling Camponon[s Group Inc. shall n t bo rosponslbla for any tlovia[lan T th �j(�/���� R,O'•• tl rowing, nny failure[a bulltl Cho Yruss In cent.rmanca with ANSI/TPI ,, or for hontlling. shlpping, C ��1� ��� AN IT"WCOMPANY Ins[alla[lan A brae,.,of trussaa. a y'o/i "�" �`���i'OT.LD. 45.0 PSF SE N- 3583 A seal o thle dreeing or cover pegs listing thin dreeing, Indic—.eeceptence or profs..lone) engineering /// rosponslbllley solely for cha doelgn oh— Tho eulceblI lty e,1 use or thle dreeing for eny ecrIctur, Is N / 24U1 Lake Orange Dr.,Sui(e 150 responsibility or Via Sullding Design,par ANSI/TPI ,Soo.2. ,'•f(uo�M1�� DUR.FAC. 1.25 FROM GLM Orlando FL 32837 Far mar. I.formotion s this,Job's gannrnl a pogo and thaa web a,t.,: SPAC I NG 24.0" J RE F- 1 W1 5 7 6 1 Z02 FL COA 90278 ALPINE: www..lpinoltw.cam; TPI: www,epinst.orp; WTCA: www.sbclndustry.cam; ICC: wwx.Iccsaf.Dou la FlemingLic Number:66648 05/26/2017 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ15A ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 21.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x.4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Left cantilever is exposed to wind Left end vertical not exposed to wind pressure. 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. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. s R=162 U=5 3-1-2 RL=146/-46 1 .5X4 m 6-0 10 3-6 12 R=64 Rw=75 U=26 17-4-0 1 .5X6 m �-1-6-1e— R=433 U=167 W=4" Design Crit: FBC201ORes/TPI-2007(STD) • PLT TYP. Wave FT/RT=20%(0°/B)/5(0) 16. 1 .0 7 1 TY. , F -/3/-/-/R/- Scale =.375"/Ft. •*WARN INGI•• READ AND FOLLOW ALL NOTES ON 7N15 DRAWING] TG'L 20.0 PSF REF R761-- 979 ••IIIPORTNiT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. : 71• Trussos regalia okeramo per. In fabriea[Ing, nandling, snipping, Insealling and bracing. R.f.r e.antl fa r • 15.0DATE 05/26/1 7 CM1e latst etlltl on of BCSI (Bulltling Compon nc Saf.ty In formation, by WI and WTCA) Tar sa Taty praeticos P1 : TC L PSF o porform ing thoso functions. Install.rs shall provide temporary bracing par BCSI. Unloss n.t.d oth.r :j top chortl shall h.v.Prop.rly att..h.d sCrucZ'ral sn.nching antl bottom chord snail h.vo a properly.tt.cn. A �/,p�f� rlgld tolling. L...tlans Shawn far perm..rlt lae.rel r.stralnI,of webs sh^ll I,—braeing Installed ATE ••�DL 10.0 PSF DRW HCUSR761 17146017 n c[lons 03. B7 or BID, as.ppl—b— Apply pl...s co.ncn taco of Lru snd position as shown.b.—antl 6 aIIII - Cho Joint D-tolls. unless naiad othorwiso. Rarer to drnwings 16OA-Z Torsst.nd.rd plate posl[lons. o`��✓1 44 •/A'- .•+ LL 0.0 PSF HC-ENG AK/DF ILSM Alpino. o divlsl.n of ITW Bulltling Comp... s Group Inc. snail not b.r.sponslbl.Tor.ny deviatlon Trom t s'�j(��•��� O R\V .wing. nny Tallur.t.bul'd Lh.truss In conform.....—ANSI/TPI 1. .r far handling, shlppl.g. • • r• AN ITW COMPANY instal Incion&braeing.f tr.aa.�. n �i� �.f`�- /•� ' _N`C.1 SOT.LD. 45.0 PSF SEQN- 3584 A rrrl on UIr drw ing or court prgr IlrtlnW th lr tlrrring. IntlloNr redpbnu of prohnrlonrl rnglnrrrinW ���'v,//����'wv rvapannlblllty solel.Tor th.tlmlgn nhvrrl. Thp sultnbl l lty end uno oT thin drrring for any aerucCuro le Lh z V _.VIP r 2460 Lake Orange Dr.,Suite l50 r.sponslblllty of Bullding O.algn.r p.r ANSI/iPl 1 S.c.2. y/w1�ir' DUR.FAC. 1.25 FROM GLM Orlando,FL 32837 Far morn Inform.tlon s I,—J.b's g.n.ral a peg.and thee. www SPACING 24.0" J REF- 1 W1 5 761 Z02 FL COA#0278 ALPINE: www.alpinelcw.c.m: TPI: .cpinsc..rgl W CA: www.sbclntlustry,�om; 'cc: www.1....r-Dou la Flemin Lie Number:66648 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ16 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. factor for dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 6 1 .5X4 m K 11-9-2 R=45 U=13 2-0 10 1-4-6 +10-0-0 R=97 U=14 4X4 - 3X3 I, 1-8-0 _I_ 1-4-7-1 3 Over Sup _ II R=142 U=9 ss``���' F/ RL=22 OVA••+" me...• H=H1 ® �••�� S�•. Design Crit: FBC2010Res/TPI-2007(STD) ' PLT TYP. Wave FT/RT=20%(0%)/5(0) 16.,_1 .Of 71431 TY: /-/3/-/-/R/- Scale =.5"/Ft. —WARNING]'• READ MO FOLLOW ALL NOTES ON THIS DRAWING] •• TTIC_ L 20.0 PSF REF R761-- 980 114PORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, i. Tr....raadlr.o[ram.car In f.brlca[Ing, handling, shipping. In tolling one bracing. Rafcr[ one! l 7 L 15.0 PSF DATE 05/26/1 7 the 1.cost oeltlan of OCSI (Building C.mp.n nc Safocy Informnclon, bysTPI and WTCA) for saf.[y Pr.c[Ic.s p l . .p.rforming chose functions. Ins[ail.rs sM1all provltlo c.mparory bracing per BCSI. Unless noted.[h.rwI ATE • cop chore shall nova propariy.tt..h.d structural sha.thing.nd bo<c.m chord shell ha .properly.tt.ch. e• • DL 10.0 PSF rigid col Iing. L...ti...shown for porman..t lateral r.str.InC.f webs shell hove bracing Installed par B • DRW HCUSR761 17146002 cci.ns 133. B]or DID, as oppllcabl c. Apply places t....h loco.!tru .ntl p.si[lan as shown abov.one ®• D.ta1ls. unl.ss n.[ad.[h.rwlsa, R.—t.dr.wings,GOAA-Z rarsst.nd.rd Pl.t.positions. r.m '• P/J� '• [ Q •• r^Qy`[- LL 0.0 PSF HC-ENG AK/DF LLII Alpin., a division o! 17W Building Components Group Inc. shall n c be rasponslbl.for any d—Hon f ch s��'v� O+� O}��&, �. S drawing, any!allure c butte cn.truss In c.nformanca wlcM1 ANSI/TPI ,, .r r.r handling, shlpping. /// L�� ••...=�.:•• ^` �VVV"'OT.LD. 45.0 PSF SE N- 3585 AN ITW COMPANY instal lotion&b...I.g of cruss.s. - // ` _N`lVA Q A uwl on chi.draw lnD or.oyr p.D. IIrting this drawing. Indic—,—pcwn.,of pror•s.lonwl •nginwwrinp ,// t{ r.sponnl blllty mloly for eh.dm lgn shown. Tho sultebliliy end us..i thin drawing for any scructur. la Ch / DUR.FAC. 1.25 FROM GLM 2460 Lake Orange Dr.,Suite l SO ranp.nn l bllicy or[h.B.II ding D.n Ig..r p.r ANSI/TPI ,Sac,z. Nfffry IIIN fl"Mul" Orlando,FL 32877 F.r m.r. Inl.rm.tTPI n chia,ab•n ganar.l n a pogo one th.n.w.b nI[.a: SPACING 24.0" J RE F- 1 W1 5 7 6 1 Z02 FLcoAsong ALPINE: www.aipinalcw.c.m: TPI: wwx.tpinst..rg; WTDA: www..bclneuscry.com: ICC: www.IccsofoDou la FlemingLic Number:66648 05/26/2017 I ,L THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ17 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design. (J) Hanger Support Required, by others Left end vertical not exposed to wind pressure. 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. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 3 ) 0.13111x3" nails, toe nailed at Bot chord. 6 5X5 12-9-2 1 .5X4 III R=15 Rw=21 U=1 FI 3-0 10 2-4-6 R=220 U=33 10-0-0 5X5 = 3X3 = 1_ 3-8-0 _I. 1-4-7 J 5-0-7 Over 3 Supports �����, R=236 U=25 RL=22 O�•°••e• ■ R•••�•f•JdAI H=H 1 � ��•�� S�•• Design Crit: FBC201ORes/TPI-2007(STD) ' PLT TYP. Wave FT/RT=20%(O%)/5(0) 16.-1 .0?.07 1 TY: /-/3/-/-/R/- Scale =.5"/Ft. ••WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI �' • • "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TICL 20.0 PSF REF R761-- 981 Lw ! •� ; Truss..raqulra oKtrema taro In fabricating. Fantlling. shipping, Installing antl brocing. R.—t antl!�I 7 • �tD ° L 15.0 PSF DATE 05/26/1 7 tho I__.dl[Ion of SCSI (Building Compon nt Safaty Inrarmocion, by TPI .ntl WTCA) ror softy p,octlt.s I . o porforming C........tlons. Install...shall provltl°[.mporary brocing por BCSI. Unl.ss not.d otl.lslw Cop-rd.boll havo p,op.r ly.tt.th.,d structural sM1aoCh lag antl bottom chold shall I-a prop.,ly attach. O rigltl tolling. Loeotlons.how,for p°rm...nt Iat...I r.str.Int of w.bs shall havo bra°Ing In-II.d por B � ; l�TE ; L 10.0 PSF DRW HCUSR761 17146001 clans B3, B7 or DID. as.Cplltabl.. Apply plat..to ooch lac.of tr...antl posi[lon as shown ab.,.and ° f a A-1 M10 Jolt D.,tails, un loss no od.Ih.rwis.. R.-to tlr.w(ngs 160AAC2 fa.,-nd.1d 0-positions. rom °° �` ° LLII Alpino, a tllvlslon of ITW Building Compo...1,Group Inc, shall .,spanslbic f ony tl.viatl.n r tM1 sly,�A°O•• OO �°° LL 0.0 PSF HC-ENG AK/DF draw lag, any rallury co bulltl tho vuss In con lorm.nco wltM1 ANSI/TPlbl.ror far M1nnaling, shipping. /� • . `O• �� 1FaT'OT.LD. 45.0 PSF S E N- 3586 AN ITW COMPANY sc.i lotion&brocing of truss... g �j • m•j° I W� Anurl on[hlr dnrinW or eovrr Wg• Ilatlnp Nla tlnrinW. ladled[..—peanor of profrralonal onglnrrring rasponalblllty soroly for[ha dmlgn ahem. Tho auledblIMy end use of"Is drawing for any a[ruttur. Is th n� N AAAry 2450 Lake Orange Dr.,Suite 150 r°sp°^slblllty of t.B.Ilding D°sig...por ANSI/TPI 1 Soe.2. �7%,,,ONA��„ � DUR.FAC. 1 .25 FROM GLM Orlando FL 32837 For".r. l^farm ' this 0ab•a g°^°,al 'page°,d °°°w°b aI°°a' Dou la Fleming Lic Number:66648 SPAC I NG 24.0" JREF- 1W15761_Z02 FL COA H0278 78 ALPINE: www..I pinoltw.com; TPI TPI: wm.tpinst.org; WTCA: www.sbclnd ustry.com; IGC: www.lcc so to • 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ18 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "13B" uses design values approved 1/30/2013 by ALSC. design. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. ( ) Laterally brace BC above filler @ 24" O.C. (or as designed) Provide 2 0.131"x3" nails, toe nailed at Bot chord. Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point) 1 5X4. R=75 U=23 +13-1-2 • 6 � 1-4 10 +12-0-0 R=52 U=3 0-6-6 0-8-0 _ Tj 11-4-0 1 .5X4 III 3X4(B1) - 1 .5X4 ul L<- 1-6-0-->j 0-11_6 2-1-0 01-7 RQldp�pl� R=304 U=30 W=8" `` 'S F� �iiry RL=76/-41 AV `M•■■■. ■ ■••••�rf�j Design Cr i t: FBC201 ORes/TPI-2007(STD) > VV•� �\ 5�••''/Y PLT TYP. Wave FT/RT=20%(O%)/5(0) 16.- 1 .07.07 1 TY: /-/3/-/-/R/- Scale =.5"/Ft. ••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC L 20.0 PSF REF R761-- 982 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � e •� � s Trusses requlr..xtrc.c car In inbricaeing. handling, shipping. Instnlling an0 brating. Rafe,t .nd f I . it L 1 5.0 PSF DATE 05/26/1 7 t„o Intast etlicion of OCSI (Bullding Component Safety Infor.atl on, by TPI and WTCA) for safety pr..tl..s J1 • o p.rf.r.1. chase fun Cleo.. Installara sM1nll provlee c.mporory bracing par BCSI. Nnloss n.cce.chores i=p tap ch.,d shell hove properly actnc„otl scruec r.l shooching and bottom c„ord shall h.—a properly attach. �6 T rlgld coiling. Locations shown far p......nt"lateral restraint.f webs shall „ova brocing Installed per B I� ; ; DL 10.0 PSF DRW HCUSR76 1 17146120 Uctions B3. B7 or 810. as appllc.bl.. Apply plat..co ouch loco of cru ontl position.1 shown nbovv antl �('�, • • le JolntnDacalls. unless noted of„orwls.. R.far t.drawings,BBaA-2 forsstantlard plate nys.,lot. ••. �` `OP•.•' LL 0.0 PSF HC-ENG AK/DF A 1p lno elvlI of ITW Id th ng Components Group Inc. shall n c be r.sponsl blv for ony Ipp tattoo from cM1 sej 6• O R tl rawing, any failure to bulltl c„.truss In conformance wltM1 ANSI/TPI ,, or far hnnel log, sM1ipping. 90�G '••...>.■••••• G� 1�aTOT.LD. 45.0 PSF SE N- 35 87 AN ITW COMPANY Instal lotion&bracing of truss... A u.l on thl.tlr�W lnW or eovr pwp. Ilst lop ihl•tlrwWlnp. Intlle.t•w ecaptmc.of prof.w.lon�l wnpin•.rinp ���F roep.nslbllley sot oly for Ua tlmlgn shown. The sult.bllity end use of till.tlr..ing for any eerutturo Is eA ��/�b� oN���p�v 24M Lake Orange Dr.,Suite 150 raspanslbl llcy of the Building Designs p.r ANSI/TPI 1 Sac.2. ''YI/uu{w' DUR.FAC. 1.25 FROM GLM Orlando FL 32837 F. .or. in---s this Job'.g.naral s p.g.and th.s.w.b,lt.s: SPACING 24.0" J REF- 1 W1 57 6 1 Z02 FL COA 90278 ALPINE: www.alpinolcw.c..; TPI; www.cpinsc.org: WTCA: www.sb.Industry.co.; I= www.icc-Dou la FlemingLie Number:66648 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ19 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in -roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "1313" 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 dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point) 6 R=151 U=43 14-1-2 1 .5X4 2-4 10 Fl +12-0-0 lul 0-6-611 0-8-0 R=93 U=2 Ll �11-4-0 1 .5X4 III 3X4(B1) - 1 .5X4 III 1-6-0� 0-11-0 2-1-0 2-0-7 5-0-7 Over 3 Supports IRIIIIUpp1�� R=383 U=29 W=8" "S F/ IS Design Crit: FBC201ORes/TPI-2007(STD) 4 PLT TYP. Wave FT/RT=20%(O%)/5(0) 16.11 .Ot 07 .1 TY:$4 /-/3/-/-/R/- Scale =.5"/Ft. •'WARN ING!'• READ AND FOLLOW ALL NOTES ON THIS DRIIWINGI ••IMPORTANT" FURNISH THIS DRAW TCLL 20.0 PSF REF R761-- 983NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. _ T...... Ir^o[am^ nro In fabricstin M1anal In shi o ` ' s raqu a r c g, g, .ping. Installing one bracing. Rafcr c antl f I , & DATE 05/26/1 7 the latast atli tion of SCSI (B..Itlin.C......9, Safn ty In formocl.n. by TPI ontl WrCA) far sn focy praccicas • / DL 15.0 PSF o porforming thaso functions. Ins[nllars shall pravlao temporary bracing par BCSI. Un lass n.t.a.tn.rwSp • cop ch.,d shall h.—properly^tt..h..structural ahonthing antl b.tCom chortl,h.II I,—a praporly a Loch °® ��� riglE c.11.ng, Locations shaven far parmon latarnl rastraint of wobs shall nova bracing Instnliotl`por B 0 • DL 1 D.0 PSF DRW HCUSR76 1 17146119 <tlons 03. B]or B10, as appllcsblo. Apply platas to anch fnc.of tr antl pas.Clon as shown nbovP ontl �},Q • , d �n� F �M1a lalnt Datalle. .nlass natatl atha wisn. Rafar to tlrawings,GDAo-2 far atnntlnrtl pinta positions. . ,QP.•° rG��w, LL 0.0 PSF HC-ENG AK/DF Imo' Alpinc. o tllvlslan of ITW Building Compo....t Group Inc. shall n t ba rasponsib I1 for any tlavlation from to F*(/iA•0a O n •. ` S- wing, any fall..1 t b.11tl[ho truss In conformance with ANSI/7P1 ,. or far Fantlling. sM1ipping, /�- •• (. •. OT.L.D. 45.0 PSF SE N- 3588 AN ITW COMPANY ins<nllatlan&bracing of trusnos �I� F •••.®�.•• !1 A coal on thle draw lap or cover page Il*tl"g"IS tlrawing, Intlleatea ecmptanco of profoaelonal �f roapanalbllley solely for ebo aoslgn ahoan. Tha 111-1 1Ity antl use of role tlrowing for any serucwglroe la N ',���io N�t�� o 240u Lake Orange Dr.,Suile150 rasponslblllty or"y.OullaIng D.signor per ANSI/TPI ,SOC.2. ,�41W1 DUR.FAC. 1 .25 FROM GLM WtIewlUpl� Orlando FL 32837 Far mars infarmatTPI a this Jab'.ge^oral ^ ,pegs and theca web n—. Dou la Fleming Lie Number:66648 SPAC I NG 24.0 JREF- 1W15761 ZO2 FL COA N0278 ALPINE: www.nlpinaltw,com; TPI: www,tpinst.or9: WTCA: wxw.sbclntluscry.com: ICC: wxw,lcc snip W 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ20 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "136" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. ( ) Laterally brace BC above filler @ 24" O.C. (or as designed) Provide 2 0.131"x3" nails, toe nailed at Bot chord. Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point) 1 .5X4 R=75 U=23 +13-1-2 6 1-4 10 R=52 U=3 — —'—+12-0-0 0-6-6 H1 0-8-0 �— +11-4-0 1 .5X4 III 3X4(B1) - 1 .5X4 III 1-6-0-->j 0-11-0 2-1-0 0- -7 IE ^ c I - IR111d111g1y. R=304 U=30 W=8" •°�••• • ••°•'• 'f�'� Design Crit: FBC201ORes/TPI-2007(STD) s °°°� SF�°• PLT TYP. Wave FT/RT=20%(O%)/5(0) 16. 1 .0107 .1lAdQTY:1 /-/3/-/-/R/- Scale =.5"/Ft. ••wMNlNc I•• Reap AND FOLLOW A xorEs ON THIS DRAW GI "IMPORTANT" TCJLL 20.0 PSF REF R7 6 1-- 984 "IMPORTANT" FURNISH THIS DRAWING TO ALLL M COPACTORS INCLUDING THE INSTALLERS. C s Truss.s r.quI—,xtr,m,ear. In fabric.[Ing, h dling, shipping. Installing ono bracing. R.fer c antl f I j ch. l.t.aC coition of SCSI (BuIIdl.g Compon.nt S.faty Inf.rmnclon. by TPI .nE WTLA, far mfacy practicm I , �L 1 5.0 PSF DATE 05/26/1 7 o p.rforming cho..functions. Instoll.rs shall p_.th tompor.ry bracing par BC I. unI_notod oth.r W • cop chord shall h.vo properly.CC h. sCructu ral sM1ooChing ono bottom ch.rd sh.II I,—.properly att..h ,/t��T rEc rigid col Ing. L...tlons shown for p,r....n latvrol rostr.int of w,bs shall I,—br.cing Installed p.r B to . AI G �• DL 10.0 PSF DRW HCUSR761 17146122 ALPINE! ^ actions 83. B]o:B10, as aoppll[abl°. Apply pl.c°s Co oath taco of for st"tl pass clon as shown°bov°antl Q♦ • IIILIII—�IIILIr—I cM10 J°Inc Details unI...n tod ocher 1l R°�er to dr°wings IGQA-Z fr .ndard plat,positions. ♦ ° Alpin., a tlivislon,f ITW Building Lompon a Gr.up In,. sh.11 n.t a .apenalbl,f.r any d..l.ti,n fr..tM1'�j,�� •�F[OR QP.•° LL 0.0 PSF HC-ENG AK/DF tl rowing. .ny Tailuro c build cho truss In°conformance with ANSI/TPI°l,ror for handling, shipping, I ♦ ` • ` AN ITW COMPANY I—tall.tlon&b..cing of cr..... ''�i, F�+s••••-•••'� SOT.LD. 45.0 PSF SEQN- 3589 A seal on thla-drewing or°over pope Ilatln0 NI•dla ln0, I"d.1 a ee eoapten[e of profeeslonel enpin r1i ��I IY roaponalblllty solely for Cho doalBn shorn. Tho sultablllty and us o of this Draw ing Tar any atructuro le th '�� 240ti Lake Orange Dr.,2837 I50 rasponslblllty of N.B.Ilding Doslgnor par ANSI/TPI 1 Soc.2. �/� DUR.FAC. 1 .25 FROM G LM Orlando FL 32837 For mo. lnr.rm.ci.n a this .b's I and th...w.b alc,a: �Il�1lIW11<{� °° ' B°°.ra °°`°'p www.l[cs.f, SPACING 24.0 JREF- 1W15761_Z02 FL COA#0218 ALPINE: www..Ipinolcw,com: TPI: www.Cpinst,org;WTCA: www, eclndustry.com; ICC: DOU la Fleming Lic Number:66648 0 All, 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - CJ21 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "1313" 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 dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. ( ) Laterally brace BC above filler @ 24" O.C. (or as designed) Provide 2 0.131"x3" nails, toe nailed at Bot chord. Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point) 6 14-1-2 R=151 U=43 1 .5X4 - 2-4 10 R=93 U=2 +12-0-0 0-6-6 0-8-0 _T_ _ 11-4-0 1 .5X4 III 3X4(B1) - 1 .5X4 III L<— 1-6-0-->j 0-11-0 2-1-0 2-0-7 5-0-7 Over 3 Supports miv'arxnr�y R=383 U=29 W=8" 110Ns ••'°�� •�•'•• 'ice % Design Crit: FBC201ORes/TPI-2007(STD) °•�� s� • PLT TYP. Wave FT/RT=20%(0%B)/5(0) 16 J1 .01 07 .1 TY:'A /-/3/-/-/R/- Scale =.5"/Ft. ••WARNING!'• READ AND FOLLOW ALL NOTES ON THIS DRAWING] b TC LL 20.0 PSF REF R7 6 1-- 985 •'IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trussequire t Lrt.t care In fabrlcoLing. M1andling. shipping, Installing and bracing. Rofor Lo and f I thv s re latast edition of DCSI (Bul.d.ng Component Safety Infarmaelon, by TPI and WiCA) far stfocy proeticosi �L 15.0 PSF DATE 05/26/1 7 t pt rft rm ing t.... ....Lions. Installers shall pr,,,do camparary braeing par SCSI, gn lass noted othdrw=1 • top chord shallhh.—properly tC--d strucc ral __hing antl bottom chord shall have a pro t I tech ATE ° ct� r 191tl ctlling. LoeaLl ens shown for p....... rmanontulatrol res[ra lnt tf wabs shall Nava bran ing Instn lYOCtpor B i ° DL 10.0 PSF DRW HCUSR761 1 71 46121 d �^ soctl.ns Ba, B]b. B10. as oepp.Iceblt. Apply,.arts co oath f16OA-Z tru nd ptsltltn as shown abova antl q. • A OI cha Jtln[Dotalls, unless n[td t[bcrwlsA. Rtfar[a tlrawings 160A-2 forIt.—Id place post[Ions. • /A'/ P ° AI Ina. a dlvlslon tf ITW Bulldln C.m Grau Inc. shall n t bo r my /�,0, : C OR�Q'1•• � LL 0.0 PSF HC-ENG AK/DF p g pavanes p tsponslb.t for dov.atlon from Lh! °° • drawing, eny(allure[o bulltl cha Cruss In conformance wlCh ANSI/TPI 1, or for M1and1 Ing, sh Ipping, I�' ••••.•_.0. AN ITW COMPANY Install—J..a braeing mf Lrussas / A s..I on ehl.dr.wlnQ br edy.r p.D. Il.eln0"I.dr—Ing. Indlb.t...ec.ptence of prbf...lbn...n..I. nO , (r/O IN At, �� v SOT.LD. 45.0 PSF S EQN- 3590 roaponslblllty solely far the daslgn shorn. The.ult.bll lty antl usa of thl,dr..Ing for.ny atruc[uro I.N -•I VV �,A 2405L1:e Orange DL,SUlle 150 ^sP^^a.bn ley ar the ern lm ng Ot......par ANSI/TPI T Sad.2. /fyw� 1`wa1W" DUR.FAC. 1.25 FROM GLM WN1W a0 Orlando FL 32R37 Far mars Information s tM1ls Job. gtnaral pogo and Lhasa web.ILaa: SPACING .24.0" J REF- 1 W1 5 7 6 1 Z02 FLCOAU0278 ALPINE: www.alpinal[w,com; TPI: www.tpinst.org: WrCA: www.abclndustry.com; ICC: www.I....faDou la FlemingLie Number.66648 • I• 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - PB1 ) Value Set: 13B (Effective 6/1/2013) (**) 5 plate(s) require special positioning. Refer to Top chord 2x4 SP #2 scaled plate plot details for special positioning requirements. Bot chord 2x4 SP #2 170 mph wind, 22.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 SP #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Lumber value set "1313" uses design values approved 1/30/2013 by ALSC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member In lieu of structural panels use purlins to brace all flat TC @ 24" design. OC. Deflection meets L/360 live and L/240 total load. Creep increase Bottom chord checked for 10.00 psf non-concurrent live load. factor for dead load is 1.50. Refer to DWG PB180101014 for piggyback details. 6 r-4X4 = 1 .5X4 III 1 .5X4 III 1 .5X4 III 4X4 - 6 2X4(A1 = 2X4(A1) 21-11-8 1 .5X4(**) III 1 .5X4(**) III 1 .5X4(**) III YY 1 .5X4(**) III 1 .5X4(**) III alb}1 ate}1 L-o-111_ 15-5-8 17-6-14 Over Continuous Support h111ly/. R=97 PLF U=27 PLF W=17-6-14 4C.5XI RL=2/-2 PLF w•--�p``.•111" Ica' • ■•..•�j ' y Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(O%)/5(0) 16. 0 7 1 Y.1L F -/3/-/-/R/- Scale =.375"/Ft. **WARNINGI** READ AND FOLLOW ALL NOTES ON THIS DRAWING] • ..IMPORTANT'. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. _ T L 20.0 PSF REF R7 6 1—— 986 Trusses rcqulro ortremo taro In(abricating. M1antlling, s Ipping. Installing antl brating. Rafar t antl ft TC L 15.0 PSF DATE 05/26/1 7 tbo latost atlltian of BCSI (Bulleing Companont Safoty Infarmatlan, by TPI antl WTCA) Tor sa forty procticas p { r ■ o porfa rming.M1asa functlans. Install rs sM1alI provlea femporory brating par BCSI. Unloss notoe oih P'w OA TC ■ tap cb ore shall M1ava proparly nitacbae structural sM1ootM1ing antl bottom chore 5h I M1avo a proparly attacM1atl I rlogltl poll ing. LocaClanosssbawn far pormanant latarel u sorts lnC of wabfusholl M1ovo brating Insiallte par BC : �f G • D L 10.0 PSF DRW HCUSR76 1 1 7 1 46093 arl r-� trio s B3. B]or Bni aoppllcablo. Apply plaits t och foco of t C ne position as town obova antl a +� •♦ ]III O 1 tM10 Joint Details, unless n[otl oihtrwlst. Rafcr to erawings 160A-2 farss antlora piton pasltlons. (" Alpint, o tlivision of ITW Bulleing Ctmpanants Graa lna. shall not ba r Ibla far rpm �� �/L''� e ��\��•'� LL 0.0 PSF HC-ENG AK/DF p ,,pone ony tltviailan f th s ♦• {• awing, ony falluro io butte In,truss In confo rmanco with ANSI/TPI 1, or Tor hantll Ino. shipping. , •1{ ..• AN ITW COMPANY instal tattoo&bracing of irpa�ta ''�i� S ""' ' TOT.LD. 45.0 PSF SEQN— 3591 Arowsponslbl le era r er paa sIM1I■omin.g NIA e ■Ing. Ineltd aetptane�ofIn p rroofaa■nlyo nalae erIellty sloly sl Tht sulalllty atl era. ln / ,O�AL�q 24,E Lake Orange Dr.,Suite 150 rts—lbl l Ity or tha Bulleing Daslgnar por ANSI/TPI 1 Sac.2. NIV� + ,u1p�r- DUR.FAC. 1 .25 FROM GLM Orlando,FL 32837 Ftr mtrt Infarmatlan a this 3ab•a ganaral n s paga antl ihtat wtb alto,: SPACING 24.0" J RE F- 1 W1 5 7 6 1 Z02 FL COA 90278 ALPINE: www,alpinaltw.com: TPI: www.tp—t—g; WTCA: www.abc lneustry.com; 'cc: www.ices Dou la FlemingLie Number:66648 J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010—/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES — PB2 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 22.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "1313" uses design values approved 1/30/2013 by ALSO In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase Refer to DWG PB180101014 for piggyback details. factor for dead load is 1.50. 4X4 - 1 .5X4 III 1 .5X4 III 4X4 -� 6 6 1-11-8 2X4(A1) - 1 .5X4 III 1 .5X4 III 1 .5X4 III 1 .5X4 III 2X4(A1) I, 3-0-11 I 11-5-8 3-0-11 I 17-6-14 Over Continuous Support �Iy�4i R=97 PLF U=27 PLF W=17-6-14 RL=3/-3 PLF � at�V°•.••' ' '••.•.f/1/ �1y Design Crit: FBC201ORes/TPI-2007(STD) . V' PLT TYP. Wave FT/RT=20%(O%)/5(0) 16. 0 7 1 Y. F -/3/-/-/R/- Scale =.375"/Ft. **WARNING]** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI i • _ REF R761-- 987 •'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. _ ■ :T L 20.0 PSF Trussos roqulro estremv ca ro In fabrlcating. M1a ntlling, shlpping. Instal l ing ontl bracing. R.—co ontl fo� ■ [ha laces.otll.lon of SCSI (Building Component Saraty Infvrmo tlon, by TPI and wCA) for.ofo.y prac.ic..P ■ ' ; TIC 15.0 PSF DATE 05/2 6/1 7 o p.rrorming these.....Ions. Ins.allers shall provld.temporary bracing par BCS1. Unles.noted otherwls r ■A Cap chartl shall have prapvr ly ot.acM1vtl sC rucCurol shvatM1ing ontl butt m cnord shall hava o properly aitachvtl rigitl calling. L...tla^s shown for p.......t lots.. rostra lnt of webs'no'' hava bracing Inst.11vd par Bc ; WATE DL 10.0 PSF DRW HCUSR761 17146094 t Ions B3.'B]or BID, os oppI lcobla. Apply plates to v..b foco of tr. and posl Clan os shown ob.—ontl o c. °p \ AL�O tho Jelnt Dotslls. .n loss nototl othcr l— Rofor co drwings 1GOA-2 for sstond.rd pl...posltlons. *j /// • F �• p 0 Alpine, a tllvlslon of ITW Building Components Ina. shall not Ibl.far ��'• (Q RS •• LL 0.0 PSF HC-ENG AK/DF p aspens any devlaclan from th s�j �� awing, any!allure Co bulltl Cho Vuss In conformance wl[M1 pNsl/TPI ,. or far M1antlling, shlpping, ryI,'Fss.......... OT.LD. 45.0 PSF S EQN- 3592 AN IT COMPANY Instal latlo.a bracing or trusses �I `r w A...I on Nle dr..lno or go p.o. Il.tlno thl.drawing, Indlwt...iapt.ni.of prort..lon.l .n■Inawring ��I/y o/u r.sponalblJ icy solely rar tn.dwlgn..own . Th. aulteblllty and use or this drawing for any structure 1.tl, 114 DUR.FAC. 1 .25 FROM G LM 24v'G Lake Orange Dr,Suite l50 rbapan.Iblllby or mo B.n d...Do.....r par ANSI/TPI i So..Z. NltyptUl{{{{p►{ Orlando FL 32 Far mare In*arms. . pl Jeb•s ge^oral .page and those web"boa: FL CDA ND 278 ALPINE: Dou la FlemingLie Number:66648 SPACING 24.0" JREF- 1W15761 ZO2 18 www.alpinolcw.com: TPI:TPI www.cpinsc.org; WTCp: www.sbcintlustry.com; IOC; —.I cc THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - P133 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 23.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chard checked for 10.00 psf non-concurrent live load. . Deflection meets L/360 live and L/240 total load. Creep increase Refer to DWG PB180101014 for piggyback details. factor for dead load is 1.50. 4X4 = 1 .5X4 III 4X4 --] 6 6 F- 21-11-8 2X4(Al) = 1 .5X4 III 1 .5X4 III 1 .5X4 III 2X4(A1) I 5-0-11 _I_ 7-5-8 I 5-0-11 I 17-6-14 Over Continuous Support R=97 PLF U=28 PLF W=17-6-14 �0���SurtuFUi�tf •r�N' RL=5/-5 PLF • 4 's0 • . �Design Crit: FBC201ORes/TPI-2007(STD) •••�\ ��••• • PLT TYP. Wave FT/RT=20%(O%)/5(0) 16. 1 . A GRLTV. , F -/3/-/-/R/- Scale =.375"/Ft. ••WARNINGISH READ DRAG FOLLOW ALL NOTES ON THIS DRAWING] •' DRAWING • TIC _L 20.0 PSF REF R761-- 988 IY r•PGRrANF FURNISH THIS TO ALL CONTRACTORS THE INSTALLERS. � �T.......r.qulro Ixc....... . In rabrlc.ting, h-11n9. shipping, Installing Intl bracing. R.I.,to antl T.�gw • • t'I ..cast Idlt.on or BDSI 18"1Idl..C.I,,.—It S.r.ey Inrormat.on, by TI'l antl WrCA) III s.r.ty practicos poem" ; C TC L 15.0 PSF DATE 05/26/1 7 o........IS th.so(unctions. Inst.11lrs snail provld.temporary bracing por SCSI. UII. noted oth,_:i • top chord shall h.v.P..plrly.tt.1hId strucc ral I—thing antl bottom ch.,d s 11 h. I properly__.ha �\• rlgld calling. Locations sM1own for I,.......t"lateral rascrllnt oT w.bs shall h.—bracing III—I.d p.,BC ; ;ATE •. DL 10.0 PSF DRW HCUSR761 17146095 _Ions B3, B7 or B10, as ePpll..bl.. Apply pintas co Itch I.co or tru antl Position as sM1own above Intl � •• O�•• r a n �� 2 Cha'._D°talls. .nllss IItId°tn.rw.so. RI—t.d.awings 1BDAo_:III.,..d..d pl.t.p.1ltIII1. °`� .•. / ` • LL 0.0 PSF HC—ENG AK/DF I ILJLI IIL—J—' Alpino division oT 17W Bulltling Comp°n°ncs Group Inc. 3ha 11 n t bo rospanslbla for IIy d—I. ion Trwv th s I�� i l`Oft .• ` ' tl'awing. any Tnllurl c bui14 ch.truss In conTo'm.nc.w;W ANSI/TPI 1. or Tor M1e ntlling, shipping. 'Vj •.. •� AN ITW COMPANY Instil I.CIOI&bracing IT t'usal= '�y, " as is OT.LD. 45.0 PSF SEQN- 3593 A n••1 on this drys lnp or cover Ygs listing this drawing. Indicates acceptance IT prcir—lon•I anglnssrino Q V �usppOonsiniii ty ofl H,a Bul.d.ngtlD.s gno par Th. jtablIIt2 and us°dr chls dresing rdr any atructu'o Is ch , //�S�a�VAL�ea,� DUR.FAC. 1.25 FROM GLM 2.%Lake Orange Dr.,Suite 150 �W(ffQ1CIU11111\" Orlando,FL 32837 F.r m.r. Inrormatlan s tM1 J.b•s g.....1 n s page IId thisl w.b $PACING 24.0" J RE F- 1 W1 57 6 1 Z02 FL COA 90278 ALPINE: www..l pinlltw.com; TPI: www.tpI.s .,q; Y us TCA: ..sbclndtry.c.m; ICC; www.1.... Dou la FlemingLic umber 66648 OS 26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - P134 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 23.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "136" uses design values approved 1/30/2013 by ALSC design. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase Refer to DWG PB180101014 for piggyback details. factor for dead load is 1.50. 4X4 = 4X4 1 .5X4 III 1 .5X4 III 6 _� 6 �1-11—B 2X4(A1) - 1 .5X4 III 1 .5X4 III 1 .5X4 III 1 .5X4 III 2X4(A1) I_ 7-0-11 _I_ 3-5-8 _1_ 7-0-11 I 17-6-14 Over Continuous Support 1en1dA1 _I FCC R=97 PLF U=28 PLF W=17-6-14 ,a / RL=7/-7 PLF �Qv'�j° ° °°•''•f Design Crit: FBC201ORes/TPI-2007(STD) • PLT TYP. Wave FT/RT=20%(O%)/5(0) 16. 1 .0 7 1 TY. , F -/3/-/-/R/- Scale =.375"/Ft. ••warwlNc!•• NERD NND FOLLOW ALL NOTES ON THIS DRAMINGI ' TG _L 20.0 PSF REF R7 6 1—— 989"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •`.� � � � 7C Trussos rcyulr^oxt—tarn In fabrleaeing. M1andling, shipping, Installing antl bracing. Rvfcr to antl fa$ ° TC L 15.0 PSF DATE 05/26/1 7 tho Idtasc edition of BCSI (Builtling Component Salacy Inrormatlen, by Tpl and WTCA) for soraty prattle..pon • m porrorming t oso runttlons. Installers shall prov'' temporary brncing por BCSI. Unless noted ocharwl cop chord shal lhhavd prapor ly attached struetur^I shonch Ing and bottom chord shall have a properly attache • �A,p�T rig la col l Ing. Locstians shown far perm^n^nc Iocarnl rnScra let of webs shdl l haves brae Ing Instal Intl per Bc ; ATE •.�,(Y�ltw DL 10.0 PSF DRW HCUSR761 17146096 c[lons B3. B]or B10. as appllchbl a. Apply plates eo enc„taco of tru antl posit'an as shown above antl 6 W�I��II Q ��� chc J. Deenlls, unless noeotl otM1crwlse. Rarer to drawings 160Aa-Z forsscnndnrd place positions. a G •• F� , P •� LL 0.0 PSF HC-ENG AK/DF L1 Al plea. a dlvlslon or ITW Bulltling Components Group Inc. sM1AN n t ba raspanslDlo for any tlaviaelon from th�,�j������ O R Off••• drnwing. any Talluro to bulltl[hd Cruss In confarmanco wltM1 ANSI/TPI ,. or far hnndling, sM1lpPln9• '•• •00 �?�'S OT.LD. • 45.0 PSF SEQN- 3 5 94 AN ITW COMPANY Insta l laden A bracing of trusses. �°° A uwl on thls dr,wlno or cover pwoo Ilating this dr—Ino. Indlcmtww wdeoptsndw of profww•IonAlr-glnwwrI //// V rosponsl blllty sot oly far No dm ion shorn. Tha sultebll lty wed use of thla tlrowlno far ony se ro Iw Ch 24U Lake Orange Dr.,Suite 150 rasp°^s1 b1l lty of the Dul ld 1ng Oast gear por ANSI/TP1 ,S«2. 41�0 f lu-r, DUR.FAC. 1 .25 FROM GLM Orlando FL 32837 For morn Infhrmntlon x t„Is Jeb•s general nIt.,pogo and thasa web spas: SPACING 24.0" J REF- 1 W1 5 7 6 1 Z02 FL COA 40278 ALPINE: www.alpinelcw.cam: TPI: www.tpinst.org; WTCA: www,sbclndustry.cam; ICC: www.Ictsa..Dou la FlemingLie Number:66648 05/26 2617 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - PB5 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 24.40 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase Refer to DWG PB180101014 for piggyback details. factor for dead load is 1.50. 4X4 � 6 1 .5X4 III 1 .5X4 III 6 1-11-8 2X4(A1) - 1 .5X4 III 1 .5X4 III 1 .5X4 III 2X4(A1) �1 �1 L_ 8-9-7 I 8-9-7 1 17-6-14 Over Continuous Support Iftillf►ryf RL PLF U=29 PLF W=17-6-14 RL=8/-8 PLF /- �Ay��°ry�7� � Design Crit: FBC201ORes/TPI-2007(STD) •' �T SF •• PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1 . .07 0.1 QT i1 L/-/3/-/-/R/- Scale =.375"/Ft. "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING] • o Q, ` T LL 20.0 PSF REF R761-- 990 •'IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .,}` ■ Truss raaulr. em. nr in fabricating, hnneling. shipping, Instnlling.ntl bracing. Rofvr co end roll w 0 1 tho lac adltlon.rrBCSlc(Bullding C..pon t Snroty Inrarm[Ian, by TPI .nd WTDA, Tar saroty pro tiaa. . ; 7� DL 1 5.0 PSF DATE 05/26/1 7 o porforming Chas.runccl.ns. Instal tors In, provldv tvmpor.ry brncing por BCSI. Unlvss notedcathvr�s ■ ■ cop chord shall h.vo properly at_.d.t ruccur.l _.thing.nd bottom chord s 11 1,—n properly.tc.clmd f rlgld calling. L...tlans shown Tar p.rmanant lateral rnstr^Int oT web.shall In—bracing Instoll.d p.r�s °. ��-� • DL 10.0 PSF DRW HCUSR76l 17146072 ar, �� accians O3, BT or 010, ^s^oppllcnblo. Apply pintos co ouch Toco of tru tend post clan os sM1own above onijfo a . Z IIIII� - �ha Jalnt Oa<nlls unlass tad atharwisa. Rarar to drnwings 1011-2 Trrss and^rd plat.F..tl^ns. p ' r(y�� LL 0.0 PSF HC-ENG AK/DF f1-'• dAlpin.. a tll vlslan of ITW Dulltling Components Group Inc. sM1.11 no[be rosponsibl.for nny d.vl.Clan from t y/�/y'•• �/ �O�'•• ing, any rnilur.to bulId th.truss In c.nTormanc.with ANSI/TPI 1, .r for handling, shipping, V O• C R o, y. AN ITW COMPANY IrrisCallntlan a bracing aT tra..... sy, F •.•a••���,..• `TOT.LD. 45.0 PSF SEQN- 3616 A...I on chl.dr.ring or coy..pg. Il.ting thl.d...Ing. Inelb.b..capt... of prof...lon*I 'gln...1., 01j S ro.pon.lbllley.ololy iar thv dmlgn share. Th..ult.blllty ene u.v of chic drering Tar any.era.t�rp I. th ��i, S/0�Q1L�Na DU R.FAC. 1 .25 FROM G LM 24''U Lake Oran eDr.,Suite 150 spons1 bl llty of-.B.IIding Dos Inns p.r MSI/TP1 1 S..2. °/j Orlando FL 32837 - F..m... Inr....ti.n s this,. .g.n...I n .page and thosa w.b zits: '°ffj tNOR{�I uml��� $PACING 24.0" JREF- 1W15761 Z02 FL COA 90278 ALPINE: www..lpin.lew.com; TPI: www.tpin.t.org:WTCA: www,sbclndustry.com; ICC: www.Iccsar.Dou la FlemingLic NUm Or 66648 lo, 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - PB6 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 24.40 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase Refer to DWG PB180101014 for piggyback details. factor for dead load is 1.50. 4X4 � 6 6 0-11 12 21-11-8 2X4(A1) - YY �}1 I, 8-9-7 I 7-6-4 I 16-3-11 Over Continuous Support RL PLF U=28 PLF W=16-3-11 �` A c A�% RL=9/-8 PLF V'`aa77 �'�•� Note: All Plates Are 1 .5X4 Except As Shown. ••#00 ' RS••'r� Design Crit: FBC201ORes/TPI-2007(STD) �` '• PLT TYP. Wave FT/RT=20%(O%)/5(0) _16 1 . .07 0.1 QT a2 L/-/3/-/-/R/- Scale =.375"/Ft. w WARNINGISH READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ♦ 70. T LL 20.0 PSF REF R761-- 991 •'IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. tthTrusses regulr.o tram.c ro In fabricating, hantlling. snipping. installing ono brocing. Refer t .nd roll w j • . Incase odltl.h of BCSI (Building C.mp.n t S,roty Information, by TPI antl WTCA) r snfety or.ctic.s DL 15.0 PSF DATE 05/26/1 7 o p.rforming rhos.functions. Inscallars sM1.11 provltlo tempo r.ry braeing par BCSI.fODnlass noted others • f tap chard snail have props iy oeeaehad structural sheathing antl b.[to.chord shall hoe a pra I tt d t T. rlgitl telling. Loc.tlons shown or pormanon[ locoral rostra In[of webs shall hay.or.. Installlctl par s 60 ��p., .; DL 10.0 PSF ORW HCUSR761 17146103 FI ctlons B3, B7 or B10, ° oppI 1111, . Apply pintos to.och f.co or cru antl position os shown.bov. L� cho Joint Dot°Ils. urI.—notod oth.,.Is.. R.—to drnwings 16OA-2 for'scnndnrd plot.p°,Itlons. °n°� '♦ :� � LL 0.0 PSF HC-ENG AK/DF Alpino, a tllvlslon oT ITW Building Components Group Inc. shall o<bo rosp...Iblo for.ny oovlotlon fr..t ♦ Q •• y tl rowing, any folluro to bulltl[ho truss In conformonc.with ANSI/TPI 1. or for M1ontll ing, ah 1pping, ♦ /� R ♦ �`1 ��1Tvv AN ITWCOMPAIJY Inst.11o[lon&brocing or cr.sa... , �4��♦.4 O``� ♦'•(��` `TOT.LD. 45.0 PSF SEQN- 3595 A...1 Ib thl.dr..lnW or eowr papa I I.Ling NI.tln.lnW. Ind le.b..empt.ne.of proT...l.n.l .ngln..r InW P��y ••••moo♦•• v rospon.lbI l ity solely for the dmign.hem. Tho suit.bll lty end use of this dr..ing Tor eny structure Is th tr 2400 Lake Orange Dr.,Suite150 r.sponslbiIIty of th.B.1Ming D..Ig..r par ANSI/TP1 1 S.c.2. �N�j r�� DUR.FAC. 1 .25 FROM G LM Orlando,FL 32837 For morn Information s this Job's Son-I n s pogo and thaw w.b.It.s: %Q41au," pe1u SPACING 24.0" JREF- 1W15761 Z02 FL COA k0278 ALPINE: ..Ipinoltw.com; TPI: www. pinst.org; WTCA: wm.sbclnd—try.com; I— wm.I....f-Dou la Flemin Lic Num�er:66648 — ` . = 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - P138 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 23.80 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 'Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase Refer to DWG PB180101014 for piggyback details. factor for dead load is 1.50. 4X4 - 4XIS 1 .5X4 III —Is 6 F— 1 .5X4 III 0-11 12 1-11-8 2X4(A1) - 1 .5X4 III 1 .5X4 III 1 .5X4 III 1 .5X6 III C�5}1 I, 6-4-11 _I_ 4-9-8 _I_ 5-1-8 I 16-3-11 Over Continuous Support R=95 PLF U=27 PLF W06-3-11 RL=6/-6 PLF �OV�•••■ ■■���.�A- r Design Crit: FBC201ORes/TPI-2007(STD) °•��'� S�•, PLT TYP. Wave FT/RT=20%D(0%D)/5(0) 16 1 .0f 07 .1 TY-. /-/3/-/-/R/- Scale =.375"/Ft. **WARN EA ING!'• READ AND FOLLOW ALL NOTES ON THIS DRAWING! a I UVLL 20.0 PSF REF R761-- 993"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Truss°s requires o.,rcma taro In(abricating. M1a ntlllnfl• sM1ipping, installing one bracing. Rafcr t an 1 iep DATE 05/2 6/1 7 tho locasc oditlon of OCSI (Duliding Camponene 6afety InTormailon, by TPI one wrcA7 far aaraty practitesl : L 1 5.0 PS F o porforming chases functions. Installars shall provlda tamporary bracing por OCSI. Unloss nocce oth-M, • top chord shall hover praporly ac[oclletl structural xhoothing and bottom chore shall hovo a proporly oecach. 1 rigid tolling. Lacotlons sM1awn far parman°nt Ia[ora. rascralnt of wcbs shall nova bracing installed par D ,0 . P'11 C ; Q$ DL 10.0 PSF DRW HCUSR761 17 146102 ar, ^ socclons B3. D]or 010, os o pllcnbl o. Apply plotos to oath Taco of cru tantl post clon as shown°bov°antl . • (r IIILIII�IILI~I tM10.l°Int D°tails. anl°ss n tad°thcrwlsa. R°f°r tc drawings 16OA-Z fors andare places positions. A. .• LL 0.0 PSF HC-ENG AK/DF l - Alpino. a dion of ITW Dulleing Companants Group Inc, shall not o osponslbla for any dovlatlon from tM1 y�y �•.��z/',p vop'.� s, erawing, any failure to build[M10 truss in conformances with ANSI/TPlbl.ror for M1antlling, shlppin V P, AN ITWCOMPANY Inatallatlan A brating esf trdssesa. g' °.,,y ' .•....••. G� TOT.LD. 45.0 PSF SEQN- 3597 A uwl on th lw orw•Inp or eovwr pwpw Ilwtlnp"t.dn.ln■. Intllewb�aowptunce or prof..lon.l onglnearinp /� G roapons;b;;icy mloly for tno doslgn sM1dwn. Th°nulubllley and use of thle tlre.ing for eny etructuro Is eM1 �� ��` V�v DUR.FAC. 1 .25 FROM G LM 2A Lake Orange Dr.,Suite 150 °gP°"' y or v,a Dal Iding Doslgnar por ANSI/TPI 1 S-2. f�u/fffllflfllWQlU�t Orlando FL 32577 Far mesres Infarmatlen> cnls Jesb•a gn^eral Pafles°^'tM1esses w°"s—. Dou la Fleming Lie Number:66648 SPAC I NG 24.0" JREF- 1W15761 ZO2 FL COA 90278 ALPINE: www.olpinolcw.com: TPI: www.[pinst.esrfl: W1CA: www.sbclneuscry.com: IDD: wvw.lccsafo I, ,, 05/26/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - P139 Value Set: 13B (Effective 6/1/2013) 170 mph wind, 23.30 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. In lieu of rigid ceiling use purlins to brace BC @ 24" 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. Refer to DWG PB180101014 for piggyback details. 4X4 6 F-- 2-6-8 ul +1-11-8 2X4(A1) �5}1 I, ' 4-4-11 _I— 11-11-0LE _I 16-3-11 Over Continuous Support tRHldlt/q�� R=95 PLF U=28 PLF W=16-3-11 , AS RL=8/-2 PLF 4PIN, �Note: AII PIates Are 1.5X4 Except As Shown. �••�� s�••• Design Crit: FBC201ORes/TPI-2007(STD) 3 • PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 A1 .1 /-/3/-/-/R/- Scale =.375"/Ft. "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI : T LL 20.0 PSF REF R7 6 1-- 994"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. W 3 Truss, Ira aitrem.car. In(abrlcatln b.ntllln shl •rega g. 9• PPIn9• Installing antl bracing. Refor to antl II [h. locos].tllc]on of BCSI (Bulltling Componanc S.f.ty Inf.rm.tlon, by TPI antl WTCA) f.,s.foty practicosfe�-1 : DL 15.0 PSF DATE 05/26/1 7 o porforming[h.s.functions. Installers shall provltl.temporary br.cing par BCSI. Unl.ss not.tl.th.r.Q. • top_,d shot] I,—prop.rly att..h.d,crud r.l ,h. 1!"g antl bottom cho.tl� II I,—a prop.,ty attaches 9 • Igltl toll logo L...[1 na,hown-1 pc,man.nt"laeo,al r ra ln[of web,shall hay.bracing lnst.11.tl p.r B s� . ATE ••.gBC DL 10.0 PSF DRW HCUSR761 17146106 a ��� ^ s.ctians 03. B]ar B10, as Q pllcabl c. Apply plat.,to eocM1 loco of eru C ntl position as sM1awn obovo1�60�• • th.J.Int D.talls. anlss n t.tl othar 1— R.f.r to tlr.wings 16OA-Z Torss.ntlara plats poll cl ons. P• O �; LL 0.0 PSF HC-ENG AK/DF /-- r Alpin., a division of ITW B.11tling Componanc,Group Inc. shall not bo r.sponslb1.for.ny tl.vlac1.,from tM1�'a�•.• "�O R,O •.• J tl row l,S, .ny Tailur.to bui ltl Lho truss In conformance wl[M1 ANSI/TPI I. or Tor h.ntlling, shlppl, V' AN 17WCOMPANY instal lotion&bracing oT tr...., g, 4'i ••••..,...•'�• ,TOT.LD. 45.0 PSF SEQN- 3598 A...I on thl.tln•In0 or eov.r pogo Il.tlnM NI•dr .rl.• Intlle. S—pt•n..of prof.•.I on.l •rip ln..rinp .j e ., \ram ro,pon.lblllty ao].ly for Na tloslgn,ha.n. Tha.ult•blI lty.no us.of"I'tlr. Ing Tor eny.t,uetu,o la N ��yti SRO�A` V v DUR.FAC. 1.25 FROM G LM .sponslbl l ley of—B.I Itling Doslgn.,por ANSI/TPI 1 S-2. 11 4Wittltttllllll►bt'� 2�!1.0 Lake Orange Dr.Suite I50 � 4 `n' \ Orlando FL 32837 For m... Infarmatl.n s tM1la Jobs....ral n s papa antl tM1.,.w.b sit.,: SPACING 24.0" J REF- 1 W1 5 7 6 1 Z02 FL COA 90278 ALPINE: w .lpin.lcw.com:TPI:wwv.cpinst.org: WTCA: www.sbclntlustry.cam; ICC: .ww.I....I.Dau la FlemingLie Number:66648 :, 05/26/2017 THIS DVIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - PB10 ) Value Set: 13B (Effective 6/1/2013) 170 mph wind, 22.80 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase Refer to DWG PB180101014 for piggyback details. factor for dead load is 1.50. 4X4 = 6 F-- 1-6 8 21-11-8 2X4(A1) �}1 I, 2-4-11 _I— 13-9-12 1 j� 16-2-7 Over Continuous Support lttlnldil�grir R=95 PLF U=27 PLF W=16-2-7 Os`��►S RL=5/-2 PLF ••"••W • .•.•�• wyy Note: All Plates Are 1.5X4 Except As Shown. �••�\ a�'F••• Design Crit: FBC201ORes/TPI-2007(STD) • PLT TYP. Wave FT/RT=20%(O%)/5(0) 16. 1.Oi•. 7 1 TY. • F -/3/-/-/R/- Scale =.375"/Ft. "WARNING!'• READ AND FOLLOW ALL NOTES ON THIS DRAWING[ • TC _L 20.0 PSF REF R761-- 995 •'IYPORTANr'• FDRNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. e1 1 •_L. : 7t Tru ss.s roqulro owt rem.ca ry In fabricacing. M1ondling, shlpping. Install ing ono bracing. R.fvr t vnd fawg� • j� cM10 lotost aCit_or OCSI (Building"" ' nt Safety Inform.tlon. by TPI and WTCAI or safety prvcticos perm'rri ; • TC L 15.0 PSF DATE 05/26/1 7 o porforming thvso I...tlans. Inscallor,sM1all provldo tomp.rary bra.ing por BC$I. Unloss n.tvd ath.rwl top chord shall I,-pr.p.r I.tto,hud st..t... shoe thing and bottom chord shall havo a properly attoCho • rigid col I Ing. Locations shown far pormanant"l.<.r.l raser.ln<of webs shal I havo bracing Instal lad Par BC -0 ; ATE ••1 DL 10.0 PSF DRW HCUSR761 17146108 .00r} a �^ th.J ns aD el or I as oppllcahly. Apply platos to vI..fat to or tr s`ntl position as shown abovo vnd , d Iu� too Jolnc Docolls. .loss n catl..b II'isa. Rvfor to drawings ttoAor fors and.rtl plat.positions. o PI //�/�•• •• AI Ina. division of ITW..Iltlin Cam Gr.a Ina. shall c b.r any s'P `r�•��(O R\O�••\ LL 0.0 PSF HC—ENG AK/DF g ponvnts p .sponsl bl.for Ovulation from[h I • drawing, any falluro to b.l Id cho truss in conform....with ANSI/TPI 1, or for M1antll lag. shlpping, /�' •• • ••• AN ITW COMPANY Instnllntlun b bracing of � ��1'OT.LD. 45.0 PSF SEQN- 3599 A eeel on Chle dreelnp or cover pegs Ileting chic drerinR. Indlcebe eeaptmee oT proTeeelonel eng lneering rosponslbllley sololy for cho tl.slgn sM1oen. Tho soltebll My end U..of thle Creeing for eny str.ct.ra In th ��S 1AfJ� L 2ti0 Lake Orange Dr.,Suite 150 roapon.Iblmy of—Butldl.g Doslgnor p.r ANSI/TPI 1 S«s. 111'7/u0 1 � DUR.FAC. 1.25 FROM GLM Orlando FL 32837 For moro Inr.rmotlon n s I..- - -this Job's g.n.rol p.go.ntl theso web sltvs: FL COA#0278 ALPINE: www.ol pinaltw.c.m; TPI: ptg; WTCA: www.sb.Ind.stry.cam; 'cc: www.I ...Dou la Fleming Lic Number:66648 SPACI NG 24.0" JREF- 1W15761_ZO2 05/26/2017 Commentary: Deflection and Camber Camber may be built into trusses to compensate L = Span of Truss (inches) for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of loads. Providing camber has the ------------------------------------------------------------------------- following advantages Recommended Truss Deflection Limits • Helps to ensure level ceilings and floors after dead loads are applied. Truss Type L/D Deflection Limits • Facilitates drainage to avoid ponding on flat or Live Load Total Load Low slope roofs. Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical), • Compensates for different deflection Floor of Room-In-Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses • Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag.' Roof Trusses • Avoids "dips" in roof ridelines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) From the gable to adjacent clear span trusses, In accordance with ANSI/TPI 1 the Building Designer, Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) through the Construction Documents, shall provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) Location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof -------- ------------------- -------------------------------- drainage system. The Building Designer shall also specify Truss Tvoe Recommended Camber any dead load, live load, and in-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Load criteria for flat or low-slope roofs subject to ponding loads, Sloping Parallel 1.5 x Vertical Deflection from The amount of camber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras. Floor Trusses (0,25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control vibration. Flat Roof Trusses (0,25 x Deflection from Live Load) + (1.5 x Design Dead Load Deflection) The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or Note: The actua a4�d may be considerably less than codes may exist that require exceeding these the de�1kX6d���g�'r//y� recommendations, or past experience may warrant using �G♦•■■■ ••.♦•/yJ��I�'�g, more stringent limitations. �.•'No as��•.'Y y% AL • ..WARNING!--READ AND FOLLOW ALL NOTES[IN THIS DRAWING! f ; REF DEFLEC/CAMB --IMPORTANT--FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. S • 0. � Trusses require extreme c in fabricating,handling,shipping,installing and bracing. Refer to ands • tailor the latest cd�tiom of BCSI (Hu�ltling Component Safety Information,by TPI and SBCA>far safety— *. �//- shoitt • * DATE 10/O1/14 proctices prior to performing these functions. Installers shall provide temporary bracing per BCSI. { C Unless noted otherwise,top Chord shad have properly attached structural sheathing and bottom chars e DRWG DEFLCAMB1014 1. shall have aproperlyottochedrigidceilingLocations shorn for permanent lateral-testroin; h ace ♦ /n► EC!f'll ���� l� !TI� have bracing instolled per BCSI sections B3,R7 or H10,os oppOcable. Apply plates to each face ♦ %�GI I I U I�I Imo\ III rus and position os shorn above and on the Joint➢etails,unless notetl otherwise. • • C ILI�ILI� ILII \V�111L_f—J' Refer to tlrovPngs I60A-Z for standard plot.positions. % P •• �f lti AN ITW COMPANY ihAllpine,a division of ITV Building Components Group Inc.shalt not be responsible for any deviation fro, 00��*+P Op`O•♦• ` �� g, y fallure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, 4, R •♦ `` installation A bracing of trusses. g ,indicates acceptance f professional �'��// •■•••■■•• _` A seal on this d�owing or ov r page deli this draw �.`-/^ 13723 Riverport Drive ngineering re passibility solely For the design bows The suitability and use of this drawing to Suite2OD for any structure is the responsibaity of the Building Designer per ANSI/TPI 1 Sec2. Maryland Heights,MO 63043 For m re inforno tion see this job's general notes page and these web sites: Ij IU Ht"� ALPINE,v.olpineitw.con;TPI wrw.tpinst.orgl SHCA:rwrsbcintlustry.org;ICG awr.lccsofe.org - .. 05/26/2017 CLR Rein -Forcing Member Substitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf. is specified on a truss design but an alternative web L—Reinforcement: or reinforcement method is desired. L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0%min) nails at 6' o.c. Reinforcing member is Notes: a minimum 807 of web member length. This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re-run design with appropriate reinforcement type. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Rein�orcer�ent Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4(K) minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OK) Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. OK) Center scab on wide face of web. Apply (1) scab to each face of web. ••WARNING!■■READ AND FDLLDV ALL NOTES DN THIS DRAWING! 1 0. TC L PSF REF CLR Subst. •■IMPORTANT■■FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses regndre extreme care in Fabricating,handUng,shipping,instolUng and bracing. Refer to and • �. L PSF DATE 10/O1/14 !� V follow the latest etl�ition of BCSI (Building Component Safety Inffprnation,by TP] and SBCA>for safety ■ • practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. • Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chor ■ AT� ; C DL PSF DRWG BRCLBSUB1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs y /y LIP shall have bracing installed per BCSI sections 13,17 or BIO,as applicable. Apply plates to each Face �Or • • //1111 IIJ J�gg of truss and positron as shown above and an the Joint Details,unless noted otherwise. ,I ♦ • L/�"LB!ILI Refer to drawings I60A-Z for standard plate positions. .r' ��• 0• �' LL PSF Alpine,o division of ITW Building Components Group Inc.shoU not be responsible for any deviation from �� �///���♦♦a O�`�•♦♦'�� ❑T. LD. PSF AN ITW COMPANY this drawln pn failure to build'the truss In conformance with ANSI/TPI 1,or for handling,shipping, ♦.......... ♦ 9. u �P ` instaslleaptiapn b b ra o9 ta'usover page listing this drawing,indicates acceptance f professional �j�A I rPSs drawln l� 1uite20 velport Drive fnGg an ring ure I t solely for the design horn. The suitability and a of this drawing �y/ NA�` a DUR, FAC, * Suite 200 any structure is the responsibility of the Buld:lg Designer per AtSI/TPl 1 See2. �fL... 1_g1��� Maryland Heights,MCI 63043 For more information a this job's general notes page and these web sites �IVV�Idd�� YY,• SPACING ALPINE w w.olpineitw.con; TPI see SBCA�w w.sbcindustry.org;ICC,www.iccsafe.org 05/26/2017 Il 1■ Piggyback Detail - ASCE 7-10: 180 mph, 30' Mean Hgt, Partially Enclosed, Exp, C, Kzt=1,00 180 mph Wind, 30.00 Ft Mean Hgt, ASCE 7-10, Part, Enclosed Bldg. located anywhere in roof, Exp C, Wind DL= 5.0 psf (min), Kzt=1.0. Or 160 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Part. Enclosed Bldg. located anywhere in roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0. Note: Top chords of trusses supporting piggyback cap trusses must be adequately broced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing is 24' o.c, detail is not applicable if cap supports additional loads such as cupola, steeple, chimney or drag strut loads. AN Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications. Piggyback cap truss slant nailed to all top chord purlin ++ Flat top chord purtins required at both ends and at a maximum bracing with (2) 16d box nails (0.135'x3.5') and secure top of 24' intervals unless otherwise noted on base truss design chord with 2x4 43 grade scob (I side only at each end) drawing. Attach purtin bracing to the flat top chord using a attached with 2 rows of 10d box nails (0.128'x3') of 4' o.c. minimum of (2) 16d box nails (0.135'x3.5'). 12 Flat Top Chord <= 36' Up to 12 6' 3, O * 3' 6' 3' 3' ;See Note ++ Full Chord Depth Top Chord Scab (Typical Each End) .y. In addition, provide connection with one of the following methods+ Trulox 28PB Wave Piggyback Plate Use 3X8 Trulox plotes for 2x4 chord member, and One 28PB wave piggyback plate to each face 3X10 Trulox plates for 2x6 and larger chord @ 8' o.c. Attach teeth to piggyback at time of members. Attach to each face @ 8' o.c. with (4) fabrication. Attach to supporting truss with 0.120'xl.375' nails into cap bottom chord and (4) (4) 0.120'xl.375' nails per face per ply. in base truss top chord. Trulox plates may be Piggyback plates may be staggered 4' o.c. front staggered 4' o.c. front to back faces. to back faces. APA Rated Gusset 2x4 Vertical Scabs 8'x8'x7/16' (min) APA rated sheathing ggussets 2x4 SPF 112, full chord depth scabs (each face). (each face). Attach @ 8' o.c. with (8) 6d common Attach @ 8' o.c. with (6) lOd box nails (0.128'x3') (0.113'x2') nails per gusset, (4) in cap bottom per scab, (3) in cap bottom chord and (3) in chord and (4) in base truss top chord. Gussets base truss top chord. abs may be staggered may be staggered 4' o.c. front to back faces. 4' o.c, front to tJlbpt A���1•■■ ' ■f11 /j' V ef••� SF�11�I imp, IF 8 � —WARNING!.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! 1 7AT � ; REF PIGGYBACK ..IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. f ■ Tresses require extreme core in io brit oting,handling,shipping,instolling and bracing. Refer to ant, j ■ /\ follow the latest edition of BCSI (Building Camponent Safety lnfornatlon,by TPI and SBCA) for fetyr ■ • DATE 10/01/14 practices prior to • • //�\� perfarning these functions. Installers shall provide temporary bracing per BCSI. ■ Unless noted otherwise, top chord shod have properly attached structural sheathing and bottom ch 1 g DRWG PB180101014 shall have o properly ottoched rigid telling. Locations shown for permanent lateral restraint of web O�� f.� FI shallhovebr ncing instolletl per BLSI sections B3, B7 or B10,os applico ble. Apply plates to each face + y Q IUi��\\VIJII of truss and position os shown above and on the Joint Details,unless noted otherwise. www• Refer to drawings 160A-Z for standard ptote positions. Alpine,o division of ITW Bullding Components Group Inc.shot! not be responsible For any deviation from 11 O t AN ITW COMPANY this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for hantlllrg, shipping, ��4 11 OR s•• in A ;e tion 6 bracing of trusses. T F�+•If1 f�■`•1�(.\ � A seal on this drawing or cover page listing this drawing,indicates oc ptonce f professional Ile S v 13723 Rivefport Odve engineering this solely for the design shown. The suitability onde use of this drawing f�j� 0 a Sulle200 for any structure is the responsibility of the Building Designer per ANSI/TPI 1 See2. yI� Maryland Heights,MO 63043 For m re information a this job's general notes page and these web sites / tit ALPINE,w w.olpineitw.caml TPle_Apinst.ar9; SBCA-w—lacindustry.org; ICC-w safe.org SPACING 24.0' • 05/26/2017 Piggyback Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, ExposL�r,e C, Kzt=1,00 160 mph Wind, 30.00 Ft Mean Hgt, ASCE 7-10, Enclosed Bldg. located anywhere in roof, Exp C, Wind DL= 5.0 psf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere in roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0. Note: Top chords of trusses supporting piggyback cop trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purling, and lateral bracing for out of plane loads over gable ends. \ Maximum truss spacing is 24' o.c, detail is not applicable if cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications. Detail A P u r l i n Spacing - 24' o,c, . or less Piggyback cap truss slant nailed to all top'chord 12 purlin bracing with (a) 16d box nails (0.135'x3.5') and secure top chord with 2x4 83 grade scab Up to 12 (1 side only at each end) attached with 2 rows of ]Od box nails (0.128'x3') at 4' o.c. 4 2' 2' 4' Attach purlin bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'). 2' The top chord N3 grade 2x4 scab may be replaced Purtin Spacing = with either of the following: (1) 3X8 Trulox 24' o.c. max plate attached with (8) 0.120'xl.375' nails, (4) into cap TC & (4) into base truss TC or (1) 28PB wave piggyback plate plated 'to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl.375' nails. Note: Nailing thru holes of Top Chord Scab (Typical Each End) Flat top chord purlins required at both wave plate is acceptable. ends and at 24' max O.C. spacing in between. « In addition, provide connection Detail B P u r l i n Spacing > 24' o.c, with one of the following methods: Piggyback cap truss slant roiled to oil top chord purlin Trulox bracing with (2) 16d box nails (0.135'x3.5') and secure top Use 3X8 Trulox plates for 2x4 chord member, and chord with 2x4 03 grade scab (1 side only at each end) 3X10 Trulox plates for 2x6 and larger chord attached with 2 rows of ]Od box nails (0.12B'x3') at 4' o.c. members. Attach to each face @ 8' o.c. with (4) 0.120'xl.375' nails into cap bottom chord and (4) Attach purlin bracing to the flat top chord in base truss top chord. Trulox plotes may be using n minimum of (2) 12 16d box nails (0,135'x3.5'). staggered 4' o.c. front to back faces. Up to 12 APA Rated Gusset B'xB'x7/16' (min) APA rated sheathing ggussets (each face). Attach 1' 8' o.c, with (8) 6d common (0.113'x2') nails per gusset, (4) in cop bottom chord and (4) in base truss top chord. Gussets 4' 2' 4' may be staggered 4' o.c. front to back faces. © 2' NI q 2x4 Vertical Scabs 2' 2x4 SPF ill, full chord depth scabs (each face). Attach @ 8' o.c, with (6) 10d box nails (0.128'x3') per scab, (3) in cap bottom chord and (3) in base truss top chord. Scabs may be staggered 4' o.c. front to back faces. Purlin Spoci minn 28PB Wove Piggyback Plate 24' o. Q / =u�j� One,28PB wave piggyback plate to each face Full �'JA1.7 �4j @ 8 c.c. Attach teeth to piggyback at, time of Top Chord Scab (Typical Each End) Chord Flat top chord purlins re e��.:. •' • �' �g, fabrication. Attach to suppor'Eing truss with both ends, urlin s acin �1V1r�7 •s •6, T+ (4) 0.120'xl.375' nails per face per ply. Depth p p ••�Y SA••• 't' Piggyback plates may be staggered 4' o.c. front Note: If purlins or sheathingb are not specified on the flat top of the ase • ` c • to back faces. truss, purlins must be installed at 24' o.c. max. and use Detail A. • eeWARNINGI-READ AND FOLLOW ALL NOTES ON THIS DRAWING! f 0 L7`f8 REF PIGGYBACK wwI11PORTANTwe FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. _ • Trusses require treme core in Fabricating,handling,shipping,Installing o d bracing. Refer to and • V follow the latest aped performing g t (Building ion. Installers Safety Information, a or and SBCA)for safety- � .�r • * DATE 10/01/14 practices prior to perfornimg these functions. installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom&am ! • DRWG PB160101014 shall have properly attached rigid ceiling. Locations shown for permanent lateral restraint of we . ATE •/T FI iii��� 11 I� shall have bracing installed per SCSI sections B3.B7 or B10,as applicable. Apply plates to each Foce •• • ///�I II��� I\\II Re truss ontl position os shown above and on the Joint Details,unless noted otherwise. �,{, • L�LI u v Refer to dro wings 16OA-Z for standard plate positions. ���+''t Q N` AN ITW COMPANY Alpine,a divislon of 1TW Building Components Group Inc.shall not be responsible for any deviation from ,(/�*���`O`l,O�•••`_ �� this drawing, y foilure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, i 1� I> �• ` Installation& bracing off trusses. page g D professional ,I,��I� •f�� ••• A Seal on this drawing or cover po design this shown. Th iui tcotes acceptance f �s^'0 Suite Riverport Drive engineering re ure I llith solely for the designdin The suitability ontl use of this drawing 't Suite 200 for any structure is the responsibility of the Building Designer per ANS]/TP] 1 Seel. Maryland Heights,MO 63043 For more Information see this Job's general notes page and these web sites, lnaJ (U 1'Y� ALP,, E+w w.olpineliw.com; TPl.www.tpinst.org;SBCA:www.sbclndustry.org; 1CD www.iccsa Fe.org SPACING 24,0' s, . 05/26/2017 Job:(17-0010)/OAKMONT CUSTOM HOMES//NAKELSKI RESIDENCE MARBE THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 3 Complete Trusses Required Top chord 2x6 SP#2 Bot chord 2x6 SP_#2 Webs 2x4 SP#2:W1,W13 2x6 SP#2: Nail Schedule:0.128"x3",min.nails Lumber value set"1313"uses design values approved 1/3 012 0 1 3 by ALSC Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @12.00"o.c. Special loads Webs :1 Row @ 4"c.c. -(Lumber Dur.Fac=1.25/Plate Dur.Fac=1.25) Repeat nailing as each layer is applied.Use equal spacing TC-From 35 plf at 0.00 to 35 plf at 13.92 between rows and stagger nails in each row to avoid splitting. TC-From 35 plf at 13.92 to 35 plf at 27.25 Wind loads and reactions based on MWFRS. TC-From 35 plf at 27.25 to 35 plf at 41.17 BC-From 10 pif at 0.00 to 10 plf at 6.81 Max JT VERT DEFL:LL:0.29"DL:0.54".See detail DEFLCAMB1014 for camber recommendations.Provide for adequate BC-From 10 plf at 6.81 to 10 plf at 20.58 drainage of roof. BC-From 10 plf at 20.58 to 10 plf at 34.35 BC-From 10 plf at 34.35 to 10 plf at 41.17 Deflection meets U480 live and U360 total load.Creep increase factor for dead load is 1.50. TC-213.39 lb Conc.Load at 2.10,4.10,6.10,8.10 10.10,12.10;14.10,16.10,18.10,20.10,22.10,24.10,26.10 28.10,30.10,32.10,34.10,36.10,38.10,40.10 The TC of this truss shall be braced with attached spans at 24"oc in lieu of structural sheathing. BC-126.83lb Conc.Load at 2.10,4.10,6.10,8.10 10.10,12.10,14.10,16.10,18.10,20.10,22.10,24.10,26.10 28.10,30.10,32.10,34.10,36.10,38.10,40.10 " 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP B,wind TC DL=9.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 End verticals not exposed to wind pressure. (J)Hanger Support Required,by others Bottom chord checked for 10.00 psf non-concurrent live load. Truss must be installed as shown with top chord up. ._.''f.�r^aee:91€�i2 � - l...iti�'ifiS�'E^•.�itPi"�"3UC�lf6ir -_, •, ..,_, .. APPROVED AS EMOTED [3 NOT APPROVED-REsui raiSSION REQU1E M ' 213# 13 213# 13 213q 13# 213# 13q 213# 13 213q 13 213# 1 213q 1 213# 13q 213p 1 Approval Is only for General Conformance tulth the design = _ 7YA = B concept of the project and does not relieve the Contractor of T - - - respo'i'Sibility for My deviation from the requirpments of the o W13 W1 contract documents or specl�Ications unless If`,3 e:Za�3'i3"4:S £fir has 7ia-acifill Informed Vale Engineer In wylting of such de;viotkin = X8 = = - mB �10' t the fii,me of submission and has pbtgino1 l,, Ant tan:n pruv131 of the specific devi2tion. Approval ahall P Es1,m l&u iiVhe contrat for f a,'z" }ca s r�sss@t:€il€ fcr errors€�r rw• :'E:9 loa(ir1�,'3,a"1„t Y6�Mz`ro�i�dr�:a:�ee6�gg�p, y y + ♦ y ♦ { + y + Yront aclvr Is responsible ���}8:;�t�ILTu� vv(���, to,be vorn�lirme 5a'd 4 127# + 127q + 121 + "" + 127# + 127p + 127p # 127N + 127# + 127l ' \ t t`. 1270 127# 1270 127# 127# 127# 127q 1270 127# 1270 grid cord-elated r t the job si�u;etp i lnil makI bi^d ftit to R=4242# U=729# R=4415# U=759#W=4" eelass trical a.n plursibing f,b,7151 d tEt.hs c9a dJor GO&--rdlhatcr l n 01 H=H1 - (Rigid Surface) . ork to all tr e� ea: '�a utility sulgplie;rd.t., By: Plate: 12 �7 DESC.= T1 MI(Structural Engine-ring,Inc. SEQ= 3600 PLT.TYP.-WAVE DESIGN CRIT=FBC2010RES/rP1-21107FT/RT=20%(0%y5(0) QTY=1 PLIES=3 TOTAL=3 REV. 16.01.01D.0710.13 SCALE=0.1134 "WARNIN01"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 20.0 psf REF Trusses require adrema rare in fabricating.handling,shipping,Instalin a d bracing.Refer to and fomwthe latest eaelonofEcsle61d�+sComfonent Safety Irdw7Von,�yTPIandWTCA)forsafety TC DL 15.0psf DATE 02-06-2017 tmelices prior to pedorming these lunett s. taller,shall provide temporaryb2cing per SCSI. X� Fa Tj:y p Unless noted othemse,lop chord sahavepropery attachedsVuctural chealhmg andhatlom chord10.0 Sf�� 1¢J<ri®1`1Jl.r shaghaveapropedyedacheddgidceilirg.lmationsshownforpenanenllateralresUaintolvrebs BC DL p DRWG nAJ6tLP d 1. shag have bracing installed per SCSI sections 13,37 or B70,as appGrabk.Apply plates to each face df� of Wss and position as shownabove and on the Joint Details,unless noted otherwise. BC LL O.Opsf GLM Refer to draxmgs 180A-Z(or standard pl to positions. nW Balding Components Group Inc.shall not be responsible for any deviation from Nis drawing, y faBure to build the Wss N cenformance with ANSI/TPI 1,or for handling.shipping,insfauation 45.0 psf 410200 an, TOT.LD. O/A LEN. A eeel on Wa drsvdng or oowr page Ilulnp Wa dnW,rp,Indicates aaepnroe of pmleseiorW englnnring rnponkbl@y solely for the design shown.The sultablfty and use of Mls dnwtrq DUR.FAC. 1.25 JOB#: 17-0010 for my structure[a Me isap"blRy of Me Bulking Designer par ANli i Seo.2 For more Information see this job's general notes page and these web sites: ITWBCG:Awlmtag==TPI:Awlunsr=WTCA.-w Mindu=_trv.rom ICC:wwx;-afeera SPACING 24.0" TYPE FLAT p.2r.ml 001 1