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Plans (39) /43 7 c- (JD.2,c2rp�: , t • I S /3 Ns� S&,J 917k ,- r i . 5W.W DEC12015 . 1z 4'-0 2W-W lW T f — C 1 i s { :7.',,;a� y{ W a e s 1 e i' 2 2 .. 811 f� W Iiiloggintj 111 4 E z F NislEigi m a ► Al ao ®a o Fite a . Wgig., D. tin le:,., - WI Da IIIIIIIIIIIIhkk"'"—"I • `= �� i'%,ilii . 1EW0) `iii CJ3 V 1 /Sir AV • DR D • 1, ► All DJB 65 L. CM _ , °� II _.. . „, ci. - .IMPAIIIr at 11 III cm .....moi - 4 / , CJ2 6: Y I Arlin r1) 5 J . 4'4MM MILIfi0 • ,B - IllI 6c MI 6:12 ■ B2 r' A2 1■ EMI e Al11, • • t sit \ e' GARAGE a.. CONFORMS TO DESIGN cONCEPn a CONFORMS�-r 11'-r wean sn�ssNovrN coNc�rrwlTil • I---� I ( I ' ❑ ROI-CONFORMING{ONFORMING-REVISE AND RESU6Hif l8'-6 l Z• r !iii VIE mi INS VIE 2kv:6Ee fa MEM C0021101/CE CR THE SEITSN SCREN MT An DIES 15T NUM VIE 1 �,,Ji WI�I NW FA)QGlTOStvfip7!W AEdlMIIAITY FIN WNF4ttlVE iI TIE E' f 1V'7L�!V "611 EA7"E NN6 MEMINTEa1t ZA.151St PnM7TT �+ Iva TtIS ESP 02/071S. ET: Aree111 i.Mow Me:9eteele 1I.2911 . CT ENGINEERING INC • BUILDER: ISSUE DATE: ABOVE PUN PROVIDED FOR TRUSS POLYGON NW 11/21/14 r i �sNO PROJECT TITLE: ::: EaRa� 5017-B GNERIENGINEER RECORD PLAN: DRAWN BDM %SR. ONSI FOR CwA'IW"S sT PaciffiI.umher r" 5017-B I B-B CHECKED BY:: • "NEEROF TO U.S-5 DQIVERY LOCATION." SCALE. REVISION-3: DEDcr+5 PRIORTO w"STRuciwAE & I• R � �' NY 0.11"-1' • All designs are properly of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss- .. -'..••t: ri! ....____.... , i 1 !i ; •• i., ‘ ! i •. Sof, MjUk USA,. 1110 0.I;COMPLIT-010tiliar* .., Warnings :*,-Generat Notes14 , i ... 1 1 . .. WARNINGS i• .,•-_: • . -,J t .:001*--und Oife:Otkioidi~Orthokgb9-400040t4:90.0C.#4#00.;'i , • 004W6064000e.:0041440.1.69011.#300.- . '''• • - Z:; :1040iniiiii001;40f0§094*-0.401414.1100-0.0:#1.W74-. $.i .44000*.0*,:b**Diiiiii.i0.0:01101*.1•Idui.Mpolisii._,...usti00 *.**:00066011iiiiiittio7 6t*t0petl.tiati.046**W 140*.**::;*ii:4*iiiiiio.o.oti.iif 910..0404K14:00 •i it. N41oo-ood-:o:e4o.f...ie0000*o**4.4*# 19°*. s*iiersiii_te. .0110.00 1-_•_40.44.t.00-400,000.46*.144.4***iii.- .: . -44Atii0.000400040*,4300KORIPOpent, - • 7..;#1 : - •i *., ‘0,00.0400#,-000oxem4-90500P**-- n!;fre00#1-W1,00::: • fetiocatiokboodlkiwAtwArit401601094.001111#400*!: • • 6i•:- ibis•4g4gr)isi**h*l*tj*t*thC..hifiittdke.n$.**** 0411100410.6tavooes.o.whitl*withelort4shed 000.40.0t. ...„,- Ii 4 , • _. ,,, ;i; _ - I ,-. - ii •-• i 001004407014k000theto*--fititoi 1, i liPtrAtiaParATetels$4,M414"„z...a. building*.).r0Porep : .... • .'•Vikte*Ijmg-00080.-TE .: ilIMMOkark6.0;0904vineri90.10*Vg:410):7*111 1`. ..• a A. DegiOnvs*g.agisi*AcoangiegoirOiords,000:14110****4::],. i, *--ff*.a04:0CIWIii41****.4415qbiaRqd:-..**19~10_„,-,qt or00390:00.04**000liemeirt0h***00.740.*:400-VIWY t, *1.100000.6-4000*tail.brO.Vg.**Tdsvbent441.01-tit ." - 4.-, hAfillatioctattoiOstittoopposibiot.OttheoistietsiWoOrliiir, : ,:- '6.• titist.ftatt onesiniStiaiarefatetsidl"Illinin**-• tifict-areiirdgitoffiltibtriftiiiit: S. Dedlipastitiesiettabtig4tali-duptiting.thoWit:SNO.01(.*Wit': . .., :: riiiiiikAg4t• • N ,., . . 7,-.• Ptioiiitt 4.0.011*.400.0011.00.0.00 kti. L. .8.-- PligeOtiiitt00:000.*****0****10.00.004h0100040„.'.- 0404#400000.00104 • .41. — O.: 1.)1.94)646400**0.004041,0.: ,.:. . . ik epitzboo-cisinootiopiatitoeitiotivototit-400:159R-Fottottio,604.0.gt- . , . 0..Fir.ift.: f .. . : ..4-' ei : .R4:1 • . ,ig?',.04 • e.....,47,:,., -:: .., , •, „,„., :-.--: . " 7P414;: , •,47.-• - --- • -...7,i.- .-, :P., --;:„Xt-;•'-•••-i-.. . _ e. 7r.. ..`.: ;7''' - ,-' •-;.4-"' s--"3'-'• - . - _ ' ti ', • • -• • .st• •;-i•......................1 •::-..; 4.icot000tt,...kc,.: -• .1 .,;.,: j•vi.- i.:. .:,,,..... :,.: • • ' 117•4:4Ft10,Y" ,_:•,:.. ,‘,,_. .„,. 1.w.A.---...„-,...--.N,::Is. . ., .- - - ,;•'•i".' ...•'5Wgitir:.-,- • ... ... . . . ., . i ..: ‘- . 1 101111111111 This design prepared from computer input by l I I PACIFIC LUMBER-BC • LUMBER SPECIFICATIONS TRUSS SPAN 16'- 5.5" !COND. 2: Design checked for net(-5 paf) uplift at 24 "oc spacing.' TC: 2x4 KDDF 91iBTR LOAD DURATION INCREASE - 1.15 Design conforms to main Windforce-resisting BC: 2x4 KDDF 11iBTR SPACED 24.0" O.C. system and components and cladding criteria, TC LATERAL SUPPORT <- 12"0C. VON. LOADING • Wind: 140 mph, h•21.2ft, TCUL•4.2,BCDL-6.0, ASCE 7-10,. BC LATERAL SUPPORT <• 12"0C. UON. LL( 25.0)a•DL( 7.0) ON TOP CHORD - 32.0 P5F (All Heights), Enclosed, Cat.2, Exp.B, MW0RS(Dir), DL ON BOTTOM CHORD - 10.0 PSI - load duration factor•1.6, TOTAL LOAD • 92.0 PSF Truss designed for wind loada LL • 25 PSF Ground Snow (Pg) in the plane of the truss only. Gable end truss on continuous bearing wall UdN-' - LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL M-1x2 or equal typical at stud verticals. REQUIREMENTS OF IBC 2012 AND IOC 2012 HOT BEING HET. Refer to CompuTrus gable end detail for complete specifications. BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. ' 8-02-12 8-02-12 1' 1' f 6.00 f7 NM-4x4 d 6.00 0 • I • N 0 u1 iv', 000„iii ....4111111111111111111111111 in c* Iisr R llIl1Ii : f M-3x4 M-3x4 1 1 1-06 16-05-08 1 1-06 l . JOB NAME : 5017-B POLYGON - Al Scaler 0.4317 ��tp PROP4.e, • WARNINGS: OENERAL NOTES,=less otharvdse noted: ,{ kn 1.Bader end ereceon aanbeolor Mould be advised or as General Note 1.This design N based only upon the permem shown and Is for en individual ` GG``Q N u/5 Truss: Al and Warnings before coalman commences. betiding component.Applicability ofdselgn mama'and proper `i`` �,J'. 2.3x4 cempmulon web blueing must be Irtetel edwhan shoat a- Inoorrppogtten of component b the rosponePoNlly 01010 holiday designer. (,. 11.0/. [� 3.Addianei lemp.m,,Macbtp I.(more„,bane dodo ...km.. 2.Deli assumes the tap end bottom chords lobe Weak bread at DES. BY: LAIs la responsibility of the erector.Addidonal psmanentbracing of 2-o.c,and at 1e'o.e.tapecevely unless braced throughout Nab Id by 2 �.P K'' DATE: 11/21/2014 Ow overall stutters h the res m1b111 of the Wilding desknar. M ma a ahbagag such as plywood eheaedng(TO)gnaw dryrrM O). ter' Po ty g 3.1x Imperil bridging or lateral brwplyy required where shown•+ /' •d�' 4.No bad should be applied to any component until ear s8 ageing and 4.Imtetietion of buss is the ore need of the raspsotive contractor, i' SEQ. : 6120750 fasteners are complete and at no time should one leads greeter then 6.Design assumes Weses ore to ba wed In a nnKamWe environmen ! .: design lade be append to any oomponn4 red aro for'dry condition"of use, ,,.......41111111.... M TRANS I D: 412891 5.Compd(nn hos no control over and assume no reapen:May far die B.Done tin eeumn fug beagtg at aB supporta shown,Shim or wedge N e5 ,a febriwan,handling.*Moment end installation of components. necessary. .'^y_ OREGON <F/ 7.Palalater alhatted aw adequatetfage eis ee.,a `� �� • O,b h B.Tina design Is artnlahsd subject to the BmlNdond set brat by a.Plater sal be loo ta� bath hen of toed,and plead so Oteh center �v t$ VIII nil ill ILII VIII Ell SII MIT N USA IrtolCompuTrtts Software furnishedCA in SCSI,copies of wfila will be (11.0 request. , gas coincide with joint center lines. D.Digits 6alsk.OrInip plate design values see SBR-t311,EBR-1 Sae(MITaq O 7 a ` Cs- $R R 10.— EXPIRES:12/31/2015 11116. This design prepared from computer input;by 111111PACIFIC LUMBER-BC • LUMBER SPECIFICATIONS TRUSS SPAN 16'- 5,5" IBC 2012 HA0 HERBER FORCES 4HR/DDF/Cq-1.00: TC: 2x4 ROOF 81ABTR LOAD DURATION INCREASE • 1.15 1- 2-1 0) 76 2- 8.1-1611 866 3- 8.1-256) 209 BC: 2n4 KDOF 811819 SPACED 24.0" O.C. 2- 3.1-1046) 267 8- 6-(-206) 866 8- 4-1 -39) 435 3- 4-) -784) 176 8- 5.1-256) 209 WEBS: 2x4 ROOF STAND LOADING 4- 5"( -784) 176 LL( 25.0)4DL( 7.0) ON TOP CHORD - 32.0 P5F 5- 6-6-1046) 267 TC LATERAL SUPPORT <- 12"OC. SON. DL ON BOTTOM CHORD • 10,0 POE 6- 7.1 0) 76 BC LATERAL SUPPORT <� 12"OC. UON. TOTAL LOAD• 42.0 PSF OVERHANGS: 18.0" 18.0" BEARING MAX VERT MAX HORZ BRC REQUIRED BAG AREA LL 25 ?SF Ground Snow (P g) LOCATIONS REACTIONS REACTIONS SIZE SO.I5. (SPECIES) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0" -151/ 862V -81/ 87H 5.50" 1.38 KDDF ( 625) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 16'- 5.5" -151/ 862V 0/ OH 5.50" 1.38 KODF ( 625) BOTTOM CHORD CHECKED FOR 10PSP LIVE LOAD. TOP ICONS. 2: Design checked for net(-5 psf) uplift at 24 "oc spaclag.l AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/160 MAX LL DEFL - 0.013" 8 -1'- 6.0" Allowed • 0.150" MAX TL CREEP DEFL • -0.014' 6 -1'- 6.0" Allowed - 0.280" MAX LL DEFL - -0.022" 8 8'- 2.7" Allowed - 0.777" MAX LL DEFL - 0.013" 8 17'- 11.5" Allowed - 0.150" MAX TL CREEP DEFL • -0.014" 8 I7'- 11.5' Allowed - 0.200" MAX BC PANEL TL DEFL • -0.047" 8 12'- 8.6" Allowed - 0.481" • MAX H0RI8. LL DEFL - 0.011" 0 16'- 0.0" MAX HOME. TL DEFL . 0.017" 8 16'- 0.0" 8-02-12 8-02-12 ( f '( Design conforms to main windtocce-resisting 4-03-12 3-11 3-11 4-03-12 system and components and cladding criteria. '( f 1 12 Wind: 140 mph, h42.6tt, TC0L•4.2,BCD1..6.0, ASCE 7-10,. 12 11M-4x4 '<16.00 (All Heights), Enclosed, Cat.2, Exp.B, MHFRS(Dirl, 6.00 p load duration factor-1.6, 4 q.y Truss designed for wind loads i r in the plane of the truss only. 1 M-1.5x3 M-1.5x3 y 0 a t (-4 d 1 VI t1 In O t r!0r4�a1 1411/4 7 4 74 O of M-3x4 M-3x8 M-3x4 ' J. ). ) 8-02-12 8-02-12 y l 1 1-06 l 16-05-08 1-06 JOB NAME : 5017-B POLYGON - A2 • Scale: 0.3067 p�o WRM1N09: MINIMAL NOTES,unless omerwe.noted: Qty'<(5`1' � N; pp��°til 1.Budder and.nofon sondes should be ed.ieed of all Omenn Nolte 1.This design I bated only upon me parameters shown and h for an Individual V��)N�gi„i. and Wonting*berm oanabuedan commences. building component Applicability of design pa:am ins end Proper (G t Truss: A2 2.2x4 a nen web bredng mud be Installed wham ehoral•. moerporaOsn d component Is Me responarBN of me balding diedNner. LL! opts 2.Detain aeaum.s the top and bottom donde to La later*brinedCk brined at . ' :926•P I_ • r-. 3.Addison'temporary bruins to Insure etaUaty during construction 2'.....d at 1ff.....sp." ". .brand Siwgl renul fretr tootoobi DES. BY: LA Is the stipendiary so die ender.Additional permanent bracing or oongre coo eh.audng such as plywood nehaddng(TO)smtior dircMO), DATE: 11/21/2014 ma overall structure a the responeriy/I me building designer. 3.ax Impp..dbddseng or Instil trade redewnare ehorm•+ 4.Na load shoed be eppied a cry eompenent until alter as Inning and 4.leteeeon of Inns a die of me re bre wnmeder. „"q .��!! .: .• 6.D assures Mimes am be used In a nen'inoolve envMenmem, n. SEQ. : 6120751 fead.n.ra an complete all q no fan should any b.a peeler Oren end�7:1,..r e for'dry eondlfon'of mess ! ' *� design rade be tippled to eny component. g.0»Igo assume*MA beating stag supports shown.Shim or wedge If TRANS I D: 412891 8.e•nvurrw has no word owe mid mourns'no responsibility for the neoau y. Q /.7'44'OREGON . ,,lu rb.ralon,handing.*Moment and blttalladen al components. 7.Dalgn assumes adequate aremlop.r goN1140. . ,"�ic1. Q� N O.Thr design la furnished widget to to MMteiese set form by 6.Plates shell be loadesize d on bath faces of buss,and played so bah wrier • O. Q 2 '� I INIII III 1�1 I I�III � A(ITT STPYWICA.1ne./n QompuTrue Software 7.13.1301-K request. IOnes coincide wilh joint ansWr!Ines. S.Purr buDigits bo Indicate n plui Pilate Inches. sus 855.1011,055.1 NI(CAMS) 10 • A�{`�,�" ' HII NB.1 EXPIRES:-12/31/2015 1E11011 This design prepared from computer input,by PACIFIC LUMBER-BC • LUMBER SPECIFICATIONS 16-05-08 GIRDER SUPPORTING 35-08-00 FROM 7-00-00 TO 16-05-08 IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1.00 1 TC: 2x4 KDDF 810BTR LOAD DURATION INCREASE - 1.15 (Non-Rep) 1- 2-1 0) 76 2- 9-(-1556) 7382 9- 3"( -134) 72 7-13'"(-392) 1460 BC: 2x6 HOOF 116B7R 2- 3-6 -8526) 1836 9-10.1-1560) 7388 3-10•6 -154) 548 WEBS: 2x4 KDDF STAND; LOADING 3- 4-( -8708) 1942 10-11-(-1624) 7552 10- 4"6 -582) 2788 2x4 OF STAND A; L1 - 25 PSP Ground Snow (Pg) 4- 5-( -6820) 1562 11-12-)-1608) 7450 4-11-6-2524) 576 r. 2x6 KDDF 12 B TC URIF LL( 50.0)+DL( 14.0)- 64.0 PLF 0'- 0.0" TO 16'- 5.5'54/6-6 -6824) 1562 12-13-1-19321 8792 11- 5-)-1348) 5918 ' BC ONIP LL( 0.0)+DL( 20.0)• 20.0 PIF 0'- 0.0" TO 7'- 0.0'817•6 -8568) 1924 13- 8-1-1950) 8880 11- 6-1-2354) 548 TC LATERAL SUPPORT <- 12"0C. VON. BC ONIF LL( 420.8)+DL( 306.2)- 727.0 PLF 7'- 0.0" TO 16'- 5.51-V8-(-102501 2268 6-12-6 -550) 2526 • BC LATERAL SUPPORT <- 12"OC. UON. 12- 1-(-1404) 342 e+ADDL; BC CONC LL+DL- 29)5.0 LBS 8 6'- 0.0" OVERHANGS: 18.0" 0.0" BEARING MAX VERT MAX HORZ BRG REQUIRED 8RG A8EA LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL LOCATIONS REACTIONS REACTIONS SIZE 8Q.IN. ISPECISS) ,- ( 2 ) complete trusses required. REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 0'- 0.0" -1041/ 4661V -74/ 868 5.50" 7.46 KDDF I 625) Join together 2 ply with 3"x.131 DIA GUN i6'- 5.5" -1459/ 6568V 0/ OH 5.50" 10.51 KDDF ( 625) XXnails staggered at: BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ; 9" oc in 1 rows) throughout 2x4 top chords, AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. !COND. 2: Design checked for net(-5 paf) uplift at 24 "or spacing.] • 6" oc in 2 row(a) throughout 2x6 bottom chords, 9" oc in 1 row(s) throughout 2x4 webs, VERTICAL DEFLECTION LIMITS: LL-L/240, T1-L/180 • 9" oc in 2 row(a) throughout 2x6 webs. MAX LL DEFL - 0.003" 0 -1'- 6.0" Allowed- 0.150" MAX TL CREEP DEFL - -0.003" 0 -1'- 6.0" Allowed • 0.200" MAX LL DEFL - 0.072" 8 10'- 7,3" Allowed - 0.777" MAX TL CREEP DEFL - -0.200" 8 10'- 7.3" Allowed - 1.036" "" HANGER BY OTHERS TO APPLY CONC. LOADS) EQUALLY TO ALL MEMBERS. MAX RORIZ. 1L DEFL - -0.023" 8 16'- 0.0" MAX {WAIL TL DEFL - 0.050" 8 16'- 0.0" 8-02-12 8-02-12 1 I I Design conforms to main windforce-resisting • 3-06-02 2-07-10 2-01 2-01 2-07-10 3-06-02 system and components and cladding criteria. 12 12 Wind: 140 mph, h-22.6ft, TCDL•4.2,BCDL•6.0, ASCE 7-10,' 6.00 p M-4x6 'p 6.00 (011 Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor.1.6, 4.0" Truss designed for wind loads 1 5 ff in the plane of the truss only. OK I. H-3x5 AU _ 14-3x5,r, M-3x9 M-3x5 ' o • 1 T r o rt 1. "' M-5x10 M-5x10 •to r >r �. o i o k- yr I•I a .• �_ w, 1 c 9 ' 11 12 13 B o M-1.5x3 M-6x8 M-3x10 M-4x6 t4-3x6 Q A- .1' , i'lfr29751 3-04-06 2-05-14 2-04-08 2-04-08 ), 2-05-14 l 3-04-06 l 3. 3. 1 • 1-06 16-05-08 • JOB NAME : 5017-B POLYGON - A3 Scale: 0.3135 ��*Gp..P RpF�s . WARNINGS: • GENERAL NOTES,unless,Aortae noted: AArr ''nn 1.Budder and emotion contractor should be*Weed of a0 genera;Notes 1.This design H besedony upon the aremetem shown and b for an individual • Gj' Q I I r' tP Truss: A3 end Wendnea before omnhuc8an commences. building component.Appaabillty of design pegmatite and proper �* �(j� )j/ypj�'�y 0,'f 2.2,4 compression web bracing must be butted Mien ahem*, 2.Incorporation Ign sawn=comtherop comdponent is respired* dnnenirole tobe ttterbuilding u dripdttner• ��. '/� �•' ! ''`',{p.. DES. BY: LA 3.Addtonel temporary bracing to insure Mobility dudng comtrucaon O o.c.and at t•e.re 1M Is AM mapenammty of tie a=ctor.AdAtonel permanent bnabng at epeoavety union braced throughout their by .�'' •��(a �� ': '�' DATE: 11/21/2014 Nsowmpabuwm it the refer. ARyone! buildingde os oanueusehe9Bdng such es plywood she0dnp(TC)andfer drywall80). 4.Naload should Wapplied to designer. 3,2r Impeotbddghn,orlatard bmo lb(9�ay Wed Mwm wenn.+ S E 6120752 any component until alt et bmempemt 4.DesIgna ss of Woe u ret reeppoondbmty of the respective contactor. 1L• fastens=aro amptete and at no time should any loads prep.-than a.Oesign assume,tutees am b be end M a nen-convolve environment, .160001." design toads be applied to any component end am for'dry eondNon'cies. , Q TRANS I D: 412891 s cempuT=e ha no eoM=I over and assumed no rosponNblBry for Om O.Deelgt auumes fed burins at as tuppodo shown.Shim or wedge E y 1'y . t�1 tebdc.aon,handful.shipment and Installation of componeme. 7.Design nomas side a;e drainspe b prov;ded. "Q U RE GO'v G.Th4 design n bMaMd su1;1M to the gmlbaea het rot by 7.Plebe khat bem bntadp center Dam woes e(bae,and plead as dbk caller 1 ��'�I��I�)II 1111...I11111 7pOPJrCA an eC81,spies Hweich MB be furnished upon mensµ (0.hos 019 bask,monocle/sizer plea a In In values see ESR-1311.EBR-1ge8(Mind() 11181:01.1r • r I' 9.Olplb sin ase also of lab In Inches. O' �• o� MITeR USA,Inc,/CompuTrua Software 7.8.81E E . L� v- EXPIRES:12/31/2015 This design prepared from computer input'.by Nll��lll�lll PACIFIC LUMBER-BC IMI i(III 1111 TRUSS SPAN 0'- 2.8" IBC 2012 MAX MEMBER FORCES 4HR/DDF/Cq'1.00 LUMBER SPECIFICATIONS BTR IliLOAD DURATION INCREASE - 1.15 1-2•(-131) 93 1-4•(0) 0 IC: 2x4 KDDF SPACED 24.0" O.C. 2-3•( -63) 26 BC: 2x4 KDDF 14BTR IC LATERAL SUPPORT c• 12"OC. UDR. LOADING BC LATERAL SUPPORT <• 12"OC. UON. LL( 25.0)fDLI 7.0) ON TOP CHORD • 32.0 PSF BEARING MAX VERT MAX HURL 8AC REQUIRED ERG AREA LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) DL ON 8010114 CHORD - 10.0 PSF Or_ 0.0" -23/ 237V -30/ 11911 5.50" 0.38 K00F ( 625) 101141 LOAD • 42.0 PSF 5'- 9.2" 0/ 68V 0/ OH 5.50" 0.11 %DDF ( 625) LL • 25 PSF Ground Snow (Pg) 5'- 11.2' -149/ 338V 0/ OH 1.50" 0.43 E001' ( 625) 8'- 2.8" -10/ 4V 0/ OH 1.50" 0.01 KDDF ( 635) LIMITED STORAGE DOES NOT APPLY DUB TO THE SPATIAL REQUIREMENTS OF IBC 2012 AHD IRO 2012 HOT BRING MET. )COND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing.) BOTTOM CHORD CHECKED roil IOPSF LIVE LOAD. TOPVERTICAL DEFLECTION LIMITS: 11-1.1240, TL•L/180 AND BOTTOM.CHORD LIVE LOADS ACT HON-CONCURRENTLY. MAX TC PANEL LL DEFL • 0.058" 8 2'- 11.8" Allowed - 0.397" MAX TC PANEL TL DEFL - -0.053" B 2'- 11.9" Allowed • 0.596" 12 3 y MAX NORIE. IL DEFL • -0.001" 8 8'- 2.0" 6.00 " MAX HORIL. IL 01001 • -0.001" 0 8'- 2.0° j Design conforms to main windforce-resisting system and components and cladding criteria. Wind: 140 mph, 14-21.2ft, TCDL•4.2,BCDL•6.0, ASCE 7-10,; (All Heights), Enclosed, Cat.2, Egg.8, !MFRS(Dix), load duration factor•1.6, Truss designed for wind loads in the plane of the truss only. 0 es o sn ,n Q o .n r-f o c' 1 ie ►- 't M-3x4 1 l '6-00 l 2-02-12 )PROVIDE FULL BEARINGIJts:1,4,2,31 JOB NAME ; 5017-B POLYGON - ADJ1 Scale: 0.5354 .cLc.„tD PR:QFedy, WARNING& OENSHAL NDT06,unless omende•noted: Ce fit? •/O: 1.Roeder and minion contractor Mould be admeed of 0 emonl Notes 1.Thb design Is based only upon the psraneters shown and b for en kMNduel Truss: ADJ1 end Waning.beforeoormbama uencomms. budding componentApplceblgyofdollenpsnmenre.114prayer {I �jl Incorporation of oonenMM b gra nepaeir r sl en buuwig 2.2x4 compression web bracing ms.ttn insbgsd when Mown*. duIpMr. / ,�.. L Dollen•ewmeemetopendbonm ochordsto.alinerftbraceda't 4'. ..g2��PE 3.Addaonsi temporary bracing to inure alnblety during aanaWrdbl 2'o a.and etiG o.s.respectively unless braced throughout timid Is,p4Oin by DES. BY: LA Is 1hs reepoekBM of the erecter.AddWmsi pamene0l bracing of emMuow aheigeng such ol plywood ehpgdntNTC1 anon dlyrny(BC). DATE: 11/21/2019 Me ovens sWebue b gra responsibility ofthe bmlding designer. 3,2x Impact bridging or literal bracing requIredvitime shown++ .. 4.No load should be rippled to any component unlit altar ex bracing end 4.IMnllsgon or buss le 0e ns MlWly of gra respective oonwador. / SEQ. : 6120753 fatsm an complete end et no gra should any lade grata gran 5.0'.101 assumes bona sn 10 be wad In a oen'csrtmlre envlrarm4nt desks loads be applied to eny component and ma for'ley comelier Ouse. TRANS I D: 412891 ti.Oeslgn aaatee ha killing lit al wpPcrte sAnmo 1 dr wtdg•a OREGON / 5.fabrication, o,has no control ever and assumes no responematy for the Mornay, �•p fabrication,handling,shipment and Nsl•INBon et comPS bs. T.Design aolumes int$ o le drainage le provided. f�� '1 y 01 Thb 04030 k MNaMd 1000 to iM HmII0110 s*0 forth by s.Melee shell be loedad on both hese of buss,and placed ss heir o ter �nt center fines. .p. 1:4 V III��ry111I II I III I IIID I�I'� MRek SAIIWTGA h)�noJCo/npuTrus Software 7:.801.))-E W,copies of Mach NMI bs furnished upon nwe� /00.Pe,baDION sic connectorplaKnee coincide teate desIIgngnrdues sot 081-0311.ESR-tans(MITdI R R 10- I Iq {i IB In1,1 EXPIRES:12/31/2015 111111111 This design prepared from computer input:by " PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 8'- 2.8" IBC 2012 MAX MEMBER FORCES 4WR/DOF/Cq-1..00 TC: 2n4 ROOF 818BTR LOAD DURATION INCREASE - 1.15 1-2-) 0) 76 2-5-(0) 0 BC: 2x4 ROOF 814BTR SPACED 24.0" O.C. 2-3-(-132) 92 3-4-1 -63)'26 TC LATERAL SUPPORT o- 12"OC. UON. LOADING BC LATERAL SUPPORT <• 12"OC. DON. LL( 25.0)a-DT( 7.0) ON TOP CHORD - 32.0 PSF DL OM BOTTOM CHORD • 10.0 PSF BEARING MAX VERT MAX HORS BRG REQUIRED BRC AREA OVERHANGS: 18,0" 0.0' TOTAL LOAD- 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 0'- 0.0" -60/ 456V -31/ 158H 5.50" 0.73 ROOF ( 6251 LL • 25 PSF Ground Snow (Pg) 5'- 9.2" 0/ 67V 0/ OH 5.50" 0.11 HOOF 1 625) 5'- 11.2" -136/ 335V 0/ OH 1.50" 0.43 PDF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 8'- 2.8" -12/ 21V 0/ OH 1.50" 0.03 ROOF ( 625) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR lOPSP LIVE LOAD. TOP 'COND. 2: Design checked for not(-5 psf) uplift at 24 "or spacing.' AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 MAX LL DEFL • 0.013" 0 -1'- 6.0" Allowed • 0.150" MAX TL CREEP REEL • -0.014" @ -1'- 6.0" Allowed - 0.200" MAX TC PANEL LL DEFL - 0.057" @ 2'- 11.8" Allowed - 0.390" MAX IC PANEL TL DEFL - -0.052" 0 2'- 11.9" Allowed - 0.596" MAX HORIE. LL DEFL - -0.001" 0 8'- 2.0" s- 4 y MAX HORIE. TL DEFL • -0.001" 0 8'- 2.0" , 12 Design conforms to main windtoxce-resisting 6.00 7 )r system and components and cladding criteria. . Wind: 140 mph, h-22.6ft, TC0L-4.2,BCDL-6.0, ASCE 7-10, 3 (A11 Heights), Enclosed, Cat.2, Exp.)), MWFRS(Dir), • load duration factor-1.6, IYI Truss designed for wind loads CI in the plane of the truss only. 0 w t co N c it o h 1 a U • In �r ti elii o l4-3x4 ...., 1-06 6-00 2-02-12 )PROVIDE PULL BEARING:Jts:2,5,3,4J • JOB NAME : 5017-B POLYGON - ADJ2 Scale: 0.4775 .. ��yyEO.PR:pt� WAR uINOB: O.This d NOTES,memo i on Otu poled: ,(4:9.% �Gr 1,evader and erection contractor should be edNsed of ea general Notes 1.This design in based only upon the p lgn em sheen and le for on mdMdud ` -``�.I N' Truss: ADJ2 and Wamfhge before construction commences. *Chang component.Applosbety of deelgn perimeters and proper \� 4 �Q: • 2.214 compteeden web bracing must be Inedpedwham sham,,a, bhcorpera8on of component le the r,aponaib)H of the bulletin deoloner. v /) / Jy7jp� ?i DES. $Y: LA 3.Additional temporary bracing to Insure Nobility during construction 2.?,1.4.10:47.11;"„7.1I%end bete.chards tetra IetecOy breeed at /- 92 a r'1 Is the f. natd of the erector.Additional tesuch fatty*unless booed iT .!�� P } `• Wo RY perhnenent bracing of u shaatldn as throughout their len h4 by DATE: 11/21/2014 the overall anal=le the res n optyw"odqufred iMeT0)errdfer pie elbDp of the bugdn0 d0 brnet. 3.Sc Impact bddgfhg re Intend bracing required where shoe*♦ �• . SEQ. : 6120754 4.No load should be applied*any component wail eMr et bracing end 4.hie ticin of buss le the m olalbieh dad respaalY4esoyfrea ' fasteners are complain and e<no Oma should any bads greater then 5.Despn assumes fusses m to be vied In a nomoorreYYe envIronmant, TRANS I D: 4128 91 design(cods be applied to any component. and ere for'dry condition"of use ` Imo!' .:•,.' 5.CompuTus has no control over end assumes no reapon eaBty for me U.Deskpr eswmea put baaring atal)support.1,0,,,Shlm or wedge If /%,'�,, , neoeesary, el fabrketIon,bending,shipment and odNlaaon of codponenis. 7.Design assumes misquote drainage Is prodded. ' "Q ; (OREGON !G•- 111101111111111110111111111111111 The design is CSI.co ,.jectof which the WN1shm set fart by B.Plates shell be kited on both Naas al truss,and placed so than canter Fa; � TPNMCA m SCSI,coulee efwhich 1,111 be futnfahed upon request InesDigs eomeroa Mm Joint center tnee. Y�1. "Q}.' ey0\�.. S.Oighs Indicate etre Opiate In Inches. V .'([F _ MITek USA,It1C/CompuTrus Software 7.6.8(1L)-E 110.For bade connector pieta design woes see ESlbibf T,050-1040(MtTaW A_ 14 • EXPIRES:12/31/2015 This design prepared from computer input'by I'ell I III PACI FIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 13'- 1.0" �COND• b Design checked for net(-5 psf) uplift at 24 "or spacing. TC: 2x9 KDDE UhnaIR LOAD DURAI100 INCREASE - 1.15 Design conforms tg main windforce-resisting ; BC: 2x4 KDDF:00:;.111(1. SPACED 24.0" O.C. system and compobenta and cladding criteria, TC LATERAL SUPPORT <- 12"OC. OOH. it Wind: 140 mph, h-20.9ft, TCDL..4.2,BCDL-6,0, ASCE 7-10,' BC LATERAL SUPPORT <- 12"OC. VON. LL{ 25.0)4DL{ i.0) ON TOP CHORD - 32.0 PSF (All Heights), Enclosed, Cat.2, Exp�B, HNFRS(D1'1, OL ON BOTTOM CHORD - 10.0 PSF load duration factor-1.6, TOTAL LOAD - 42.0 PSP Trust designed for wind loads in the plane of the grates only. LL - 25 PSF Ground Snow (P51 Gable end truss on continuous bearing wall VON. LIMITED STORAGE DOES NOT APPLY DUB TO THE SPATIAL M^1x2 or equal typical at stud verticals. REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING NET. Refer to Compuirus gable end detail for complete specifications, BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 6-09-08 6-09-08 f 12 IIM-4x9 Q 6.00 6.oD 3 ti tl• 4 a O a'o 1 i.• ToPP:. 1 o , f M-3x4 14-3x4 1-06 • 1. 13-07 1-06 JOB NAME : 5017-B POLYGON - B1Scale: 0.4975 �(� PR.OP� WARNINGS: OWNBRALNOTES,unisuahelraenoted: ' �ti' GINk'!-t9. : 1.Budder and ersaaon eenbaule should be added el d Gonad Notes 1.TMs design Is baud enb upon he errnete s shore sad is for en Indhlduel r�� Q Truss: B1 end Wanting*before oonsbuolvn commonest building component.Appled:ay of design psamoters and proper �[ '''‘,/1"0/7/31. 2.2x4 compression limb baeb1 must be added where sherd a. pplIarpeela ofwmlensele Si.reae:21�Aty.t lea bugdlAateere. �� r 3.Adddonsl fomporsry bredng to Inure ateblay dudnp ameucOon 2.Design walls W ha fop end vetyem tts braced tiaovold braeed e • •Q E j! S� DES. BY: LA N all responsibility of Fe esker.Addleonel permanent bracing of w e.a.sed et 1 a o.e.such ii ey urdd s bread rC)andic dry allpth by angnuous oheshblp such es plywood ehesgdnp(TG3 and/or drywall C). ' DATE: 11/21/2014 Hie overall Mabee is the ropensIbNb alga building designer. 3.2 linea tbddpng or lateral homing necked where shown a 4 /.. • 4,No bad should be staged teeny component MMI eller as brachia and 4.1nslenagan aides Is ger respond S or he respoetiv dolmans. SEQ. : 612 0 7 5 5 fasteners ere compete and at no Nme should any bads greater than S.Outgo assumes busses are to be used m e non-anoe environment, f',sp deign loads W spptisd a any component Nd Ira for'ay aadGon"of use. `d TRANS I D: 412891 s,complrynrs hes....Am eve and aesumee no mepasiblay for the S.Design e igceesoumes Nd bsarIH at el supports shown.Shin or wedge II '*9 �}�(7Fi,EGpN ,,C[ .. CC aldalon,bonding,oddment and aetelaeon of components. • T.Msipn 7mYlnes odagwte drainage b cogged, '. rel �A_(" P.This design b endshad subject to he N,naegons set forth by S.Plates shat be bated on both has oPtues,and paced so glob sends /y..4.),.14 1. [i' ((I[I(I�I II I UIII M�I�IIID IIII IE�I MIT • A SSA.IncJCompuTrua Software CA Ire SCSI.wads*orwhIdi NE be 7.0 8(1L)•E ed upon mast Ind adiselda Wei dint 10.FForr bask Indicate of del Inches. ate ESR-1311.ESR-10 Id(MITea V " 1:1F3 I i EXPIRES:1.2/31/2015 • • llll II0III This design prepared from computer input:by PACIFIC LUMBER-BC , LUMBER SPECIPICAT1oN5 TRUSS SPAN 13'- 7,0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq•1`00 TC: 2x4 KDDF 11LBTE LOAD DURATION INCREASE• 1.15 1-2•( 0) 76 2-6=1-27) 512 6-3-(0) )14 BC: 2x4 KDDF 11I&BTR SPACED 24.0' O,C. WEBS: 2x4 KDDF STAND 2-3•(-681) 123 6-4-(-27) 512 3-4•(-681) 123 LOADING 4-5-) 0) 76 TC LATERAL SUPPORT <- 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PSF BC LATERAL SUPPORT <- 12"0C. UON. DL ON BOTTOM CHORD • 10.0 PSF TOTAL LOAD• 42.0 PSI' BEARING MAX VERT MAX HORS BAG REQUIRED BRG AREA OVERHANGS: 18.0" 18.0" LOCATIONS REACTIONS REACTIONS 5128 SQ.IN. (SPECIBS) LL - 25 PSF Ground Snow (Pg) 0'- 0.0" -134/ 742V -74/ 74H 5.50" 1.19 ROOF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL• 13'- T,0" -134/ 741V B/ OH 5.50" 1.19 KDDF ( 625) REQUIREMENTS OF INC 2012 AND IOC 2012 NOT BEING MET. "'i, : Dess.n C ecke. or oe (- .a ) u• t a oc oar , BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/100 AND BOTTOM CHORD LIVE LOADS ACT WON-CONCURRENTLY. MAX LL DEFL - 0.013' 8 -1'- 6.0" Allowed - 0.150" MAX TL CREEP DEFL • -0,014" 0 -1'- 6.0" Allowed- 0,260" MAX LL DEFL • 0.013" 0 15'- 1.0" Allowed - 0,150" MAX TL CREEP DEFL--0.014" 8 15'- 1.0" Allowed- 0.200" MAX TC PANEL LL DEAL = -0,035' 0 3'- 7.5" Allowed = 0.455" MAN TC PANEL TL DEFL - 0.097' 0 9'- 8.6" Allowed - 0.603" MAX RORIE. LL DEFL - 0.005" 0 13'- 1.5' 6-09-08 6-09-08 MAO HORIE. TL DEFL - 0.000. 0 13'- 1,5' I. 12 1 Design conforms Co main windforce-restating 12 6.00 " IIM-4x4 "Ci6.00 system and components and cladding criteria. r • • 9.0" Rind: 140 mph, h+22.31t, TCDL•4.2,BCDL-6.0, ASCE 7-10,. ^`_. (All Heights), Enclosed,'Cat.2, Exp.B, MWFRS(Dir), M load duration factor-1,6, Truss designed for wind loads in the plane of the trues only. 1. i. H 1 trl0 • O a • 01 rn0 • I �IU ( 0 o -� 6 "iii l 0 5' .1M-1.5x3 14-3x4 `o ,, M-3x9 ) L. 6-09-08 6-09-08 1-06 1 13-07 1 t 1-06 • • JOB NAME : 5017-B POLYGON - B2 • Scale: 0.3975 t� WARNINGS: GENERAL NOTES,unless othendsenoted: C91 U RR:pFF'• I.Builder end oration eonboelor Mould be advised of oil General Metas 1.This demon Is band only upon the perimeters shown sails forms Individual C Truss: B2 and Warnings before conabwoaon oerametces, building component P sign parameters end Swint © N 2.204a ins o p poomdle the r de pp lii(irlf,::::7 ' mpresefn..,bracingmustbs insblbd imy ahem+. rp mu ofcem lapenbhem aim @toryor Orsally brgd ar.S.AddAloneltellper.rywain a q x Dssl resumes the b ail L Oy a( I • G/ ,pr•. DES. BY: LA Bto r.Ad elaa l duan ensacing o T o,o,end at 1C c.o.rel eodvd�unless bond t bre braood � 'b 1M rospanslaRy orhe eramar,Addeo,sI psrmmaM bndng of oentimleus ehaaBdn wNpl as y 1o1't har bnQtll by '. DATE: 11/21/2014 the overall structure b 8111 rsspnsl4lpry of the bugding de 0 plywood shah g(70)shown drywiRBD). • 4.Nalead shetd be applied to a "beef• a.2x Impact badging or lateral bracing when +r SEQ. : 612 0 7 5( o component until after all bracing and 4.Designaden of Wee Is the responsibility of 8111 en-nol se a environment / . (manors de eemplete end at no arae Amid any wept greater than B. assume trusses era to be used b a noneonosNe environment, TRANS ID: 412891 soya wads be applied sear eompoeant end ere fordo),condition'of use. /r. / �' 5,Compel,,.Ms no conwol over endusumss ire reeponsibmry for he a.Design legumes MI bearing al all supporta shown,Shim or wedge If �... ` .. ' 6Mlatlen,hndgng,shipment end Netalatlon efeo,rpenn4. necessary, adequatey -� (� . C.This design is famished subplot to the amftedons set forth by B.Design I Mal be located both drainage Sl ss,end sad so Sisltventer /� R�GON �. 1.4 Ines coincide with joint ceMer thew. p /Qri 9lll llll Hill Nlltill VII ll�111 I'll r � epfurnished MRek UA(ncComuTnn Software 86(TE oFg00ofpwits. . e t in ass BS-fIt.ESA-1988(M1117.103 M ® P PRILL EXPIRES:12/31/2015 I' Thi, design prepared from computer input:by In plll(�� PACIFIC LUMBER-BC ,NF LUMBER SPECIFICATIONS 13-07-00 GIRDER SUPPORTING 35-08-00 FROM 0-00-00 TO 7-00-00 IBC 2012 MAX MEMBER FORCES 41eR/DDF/Cq'1.00 TC: 2x4 ODD! 010810 LOAD DURATION INCREASE - 1.15 (Non-Rep) 1- 2-(-8408) 1862 1- 7•(-1562) 7284 7- 2-) -404) 1942 BC: 2x6 KDDF S5 2- 3.7-6562) 1484 7- 8.(-1542) 7194 2- 8•(-1658) 404 WEBS: 2x4 ODDS' STAND; LOADING 3- 4•(-6634) 1488 8- 9•(-1066) 5198 8- 3 ( -6301 2756 2x4 DF STAND A IL - 25 PSS' Ground Snow (Pg) 4- 5-(-6536) 1400 9-10-1-1150) 5660 3- 9.1 -656) 3034 TC UNIP LLI 50.0)+DL( 14.0)- 64.0 PLS' 0'- 0.0" TO 13'- 7.0" v 5- 6-( 0) 76 10- 5 (-1146) 5654 9-14•( -126) 370 TC LATERAL SUPPORT <• 12"0C. 0077. BC UNIP LL( 420.81+01( 306.2)- 727.0 IL! 0'- 0.0" TO 1'- 0.0" V BC LATERAL SUPPORT <- 12"OC. UON. BC UNIP LI.) 0.014-DLI 20.0)- 20.0 PLS' 7'- 0.0" TO 13'- 7.0" V BEARING MAX VERT MAX HORZ BOG REQUIRED BRG AREA OVERHANGS: 0.0" 18.0" **ADDL: BC CONC 11+0L• 3004.0 LBS 8 7'- 7.0" LOCATIONS REACTIONS REACTIONS SIZE SQ.1N. (SPECIES) 0'- 0.0" -1252/ 5630V -72/ 610 5.50" 9.02 KDDF ( 625) J.- '( 2 ) complete trusses required. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 13'- 7.0" -815/ 3643V 0/ OH 5.50" 5.83 KDDF ( 6�5) Join together 2 ply with 3"x.131 DIA GUN REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET, ICONS. 2: Design checked for net(3 psf) uplift at 24 "or spacing.' A nails staggered ow at: 6" oc in 2 row(S) throughout 2x6 top chords, BOTTOM CHORD CHECKED FOR DSPAC LIVE NON CONC. TOP VERTICAL DEFLECTION LIMITS: LL-L/240, 1L-1/180 9" oc in 2 row(s) throughout 2x6 bottom chords, AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL • 0.047" 8 6'- 0.0" Allowed- 0.633" 9" oc in 1 row(s) throughout 2x4 webs. MAX TL CREEP DEFL • -0.133" 8 6'- 0.0" Allowed - 0.844" MAX LL DEFL • 0.003° 8 15'- 1.0" Allowed • 0.1500 MAX TL CREEP DEFL - -0.003" 6 15'- 1.0" Allowed- 0.2Q0" •r HANGER BY OTHERS TO APPLY CONC. MAX HORIZ. LL DEFL -0,014' 8 13'- 1.5" LOAD(S) EQUALLY TO ALL MEMBERS. MAX HORN. TL DEFY - 0.031" 8 13'- 1.5" 6-09-08 6-09-08 - 1 1 1 Design conforms to main wiadforce-ceaisting 3-07 3-02-08 3-02-08 3-07 system and components and cladding criteria. .( 1 1 1 1 12 Wind: 140 mph, h-22.3ft, TCDL-4.2,BCDL•6.0, ASCE 7-10,. 12 t1-4x6 "Q 6.00 (All Heights), Enclosed, Cat.2, Exp.B, HWFRSIDir), 6.00 load duration factor-1.6, 4.0" Truss designed for wind loads 1- 3 f••+( in the plane of the truss only. it fk M-3x5 M-3x4 t Lo .4I . M-5x10 M-5x10 ,lib* , t r �4 GSr i• o i. I 1 - g o c 14-3x6 =81-4x4 M-4x8 M-1.5x3 ,- 1. Y 1, *30048 1. 1. 3-05-04 2-06-12 1-07 2-06-12 3-05-04 • Y 1 k 13-07 1-06 JOB NAME : 5017-B POLYGON - B3 Scale: 0.3781 �9,tt PRpFF6S WARNMOer °ANERAI.NOTE,,unless omerMoe noted: fey` ,AGIN� ' /" • 1.Mulder end ereeson contractor should be advised of el Osmond Notes 1.This design la based only upon the perimeters stnr,n end b for an bMhNuol ',,�)g /715 A. Truss: B3 end Wa roe before conebunon oommeneee. bolding ee ettehentApploeWPty*Nair pommies end proper (4b'• rl/7/ll f f ' •-`� 2.1x4 compression web liming meg be b,sIsled*dare sham 4. inoorponhn of component le the reepasaMflr of lbs building deekner. .:.ry „ r ^ 3.Addlloml teegarery bregma to insure Ashley emnbueUon 2.Damen assumes me top end bosom chords e e leterely homed a 7 f= DES. BY; LA ie Ute responebipy of the erecter.Additional permanentbnolnq of c nA,and it ei o.o.nape es wW online breed(TC)emu!their Nnag1yht by continuous shsstldnq such a plywood MssNnp(10)sthdlor dryenl(BC). • DATE: 11/21/2014 gummy eruct=le era msponibSily of ibul MOM designer. 3.2x 1mYsal bridging or atonal Manna(melted where Mown++ � / 4.No load Moulding applied to any conwonentUnOl alter sl bracing end 4.Instaleaon el truss Is the nspondbmly elm respective contractor. , SE()• : 612 07 57 footmen m omnplate and st no time Mould toy pada greater'then a.Nolen assumes busses ars le be used in a non•aonesNe'mamnmo% /•rine.. d leMi M eRpHad to arty component and an for'dry uMndaon'"f use. TRANS I D: 412 8 91 5,OumopuTma hes no eordro1 star and Noumea no respombtmy for 6t. 6,M� oorn eS fol berhtg at.11 suppmro Menu.shim a wedpa if F 4e,REGQN,� . labdsstlon,hemline,shipment and b/aleMlorr of components. 7,aal➢n asatmns edaswN drsmage to mooed. so bob canter `4}r 2� • - 4.This design I furnished subleclte the Pn letlone set forth by H.plates shall be Wonted on both 1�oes olbuss,and plead g+I� II'I''II l�Nmi1PPIANCA In cide nflt Joint cantor laws. Opiate Mee /�j 14 • I II�III�� III II��YIN�I��II MITek USA,InnCJCampuTOis 00Nwafe 77,8.h6(1L))--E �at 10.Pun bub co ahecter eelmh maws as"EBR•131 I.SOR•14I4(Mira) "'• R 1l,M Os 111111888 NN B fff EXPIRES:12/3.172015 ( i IIIIIIIIIIIIII This design prepared from computer input,by 111 PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 6'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq•1.00 IC: 204 KDDF 1114BTR LOAD DURATION INCREASE = 1.15 1-2•) 0) 76 2-5-10) 0 BC: 2x4 KDDE 81&BTR SPACED 24.0" O.C. 2-3.1-103) 69 3-4.1 -40) 0 TC LATERAL SUPPORT c. 12"0C. VON. LOADING BC LATERAL SUPPORT <= 12"OC, 006. L1( 25.01+01( 7.0) ON TOP CHORD - 32.0 PSP DL ON BOTTOM CHORD - 10.0 PUP BEARING MAX VERT MAX HORS BRG REQUIRED BRG AREA OVERHANGS: 18.0" 9.5" TOTAL LOAD = 42.0 PSP LOCATIONS REACTIONS REACTIONS SIZE SQ,IN, (SPECIES) 0'- 0.0" -74/ 471V -24/ 141H 5.50" 0,75 HOOF ( 625) LL . 25 PSF Ground Snow (Pg( 5'- 9.2" 0/ 74V 0/ OH 5.50" 0.12 KDDF ( 625) 6'- 0.0' -110/ 242V 0/ OH 1.50" 0.31 KDDF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. JCOND. 2: Design checked for net(-5 pal) uplift at 24 "oc spacing.' BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP VERTICAL DEFLECTION LIMITS: LL-1/240, TL•L/180 AND,BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL - 0.013" 0 -1'- 6.0" Allowed • 0.150° MAX T1 CREEP DEFL - -0.014" @ -1'- 6.0" Allowed- 0.200" MAX LL DEFL - 0.001" 0 6'- 9.5" Allowed • 0,0'(9" MAX TL CREEP DEFL • -0.001" 0 6'- 9.5" Allowed a 0.106" MAX TC PANEL LL DEFL - 0.064" 0 3'- 2.3" Allowed • 0.398" MAX TC PANEL TL DEFL • -0.094" 0 3'- 4.9" Allowed- 0.596" r 12 4 6.00(7 -r MAX IIORIE. LL DEFY -0.001" 0 5'- 11.2" 3 MAX HORIZ. TL DEFL a -0.001" 0 5'- 11.2" Design conforms to main windforce-resisting system and components and cladding criteria, r Wind: 140 mph, h•22.3ft, TCDL•4.2,BCDL-6.0, ASCE 7-10,. (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor•t.6, Truss designed for wind loads N m in the plane of the truss only. I r I Ocml 4. • • ,n w O t 1 . Iw O f. O 1►�tid y .. M-3x4 . j f 1 1 1 )' • 1-06 6-00 0-09-08 ' PROVIDE FULL BEARtNG;Jta:2,5,3 ' • JOB NAME: 5017-B POLYGON - BDJ • Scale: 0.5302 •t4�� P13,04`,.,'. SuHd tk GENERAL NOTES,unless*Mamba noted: I V J,Y ,n 1.Sunder endear*.contractor should be garbled et all Gemini Notes 1,Tkis design N breed ontf upon fie Deremelem ahem le end b for en Individual .tTruss: 8 DJ end Wambrys before sonebuonon commences, building component AppBeebiliyof design perimeters end pr �42.204 compression web bradng nslstbeb abiedwhen ehonn aMoolperoUon ofesmponent Is the reapombMM of bre boldin0 dolliYmer, !1DES. BY: LA a-Add duoel temporary6reshqfo brim abbey dudnp ennctfon 2.Ocelon assumes he lop end bottom chords to a laterally braced .��iT o.n.end gllo'c.o.n eetlrey unogs braesd Woughafe ereb Mng0t t529�pE ��• b he responsibility of ha erector.Additional permanent bracing of N' by nsponsbaly of he bulb dad v. tri 0 hreeus'heating such es plywood ar s drywa6(BL7. DATE: 11/21/2014 ON mud*Imbue Is he g a' 3.all�p.ctbddpbpwfolerN lnaoing_raqutred wnero shown ps SEQ.: 6120758 4.No bad should be spelled to any component until eller an bracing end 4.Installation of6use la the respandblNy of the respective contractor. tadenem en emigre end atne ems should any beds greater thin A Dribs mistimes busses ere 10 be used In a non-oortosNe environment. ' 14,410011r. . TRANS ID: 412891 design Iced,be applied to any component end ere for'dry eondlsno•of use I , 0.Cemp,(yrus his no oomrol over and assumes no nspombeay for he 6.Dedpn assumes Ne battens at al supports shown.Shim or wedge 0 -"y -- rap fabrication,handling,shipment end Installation of components. 7. nommen,.assume edequeto drainage a prodded. .-'y. A'i./I�, DON Alt/.• 1111111111110111111111 6.This designIsCSI,co es ject°for h 1,1 ll be Vanished sat forth by e.RPlates oss oehen be located on both tapes Obese, placed so mob".mar LO'+�,?y 4 ?2•C''' � ' TPVWFCA In SCSI,poples of whish vdg be famished upon request. Anse odndde rah bl1mpe ams[baa, b MTak USA,IneJCompuTrua Software 7.0.0(tl}E f 0.Forrbboel indicate coonecttoor pat*alga values see E5R•131 I,68R-lege Wilt) M riRII:1- EXPIRES:12/31/2015 i qu 1IIIIIIIIIIII • This design prepared from computer input;by PPCIFIC LUMBER-BC LUMBER SPECIFICATIONS 23-09-08 HIP SETBACK 3-10-00 FROM END UALL IBC 2012 NAE MEMBER FORCES 4WR/DDF/Cg.1.00 TC: 2x4 ROOF B14BTRI 23-09-08 GIRDER SUPPORTING 6-00-00 1- 2-(-4685) 1604 1-10•(-1402) 4140 10- 2•) -558) 1745 6-15.)-1734) 887 2x6 ROOF 1118TR T2 LOAD DURATION INCREASE . 1.15 (Non-Rep) 2- 3.1-4140) 1448 10-11.(-2367) 6584 10- 3-(-28271 I116 15- 7-1 -354) 1217 BC: 2x6 KODF SS 3- 4-(-6816) 2481 11-12-(-3029) 8315 3-11-1 -354) 1217 7-16•(-2827) 1.16 WEBS: 2x4 RODE STAND LOADING 4- 5.)-8431) 3098 12-13.0-3264) 8944 11- 4-(-1734) 697 16- 8.1 -558) 1745 LL - 25 ?SF Ground snow (Pg) 5- 6•(-8431) 3098 13-14.(-3264) 8944 4-12-) -122) 606 TC LATERAL SUPPORT (- 12"0C. UOd. TC UNIF LI) 50.0)+DL( 14.0)- 64.0 PLF 0'- 0.0" TO 3'- 10.5" V-'7-(-6316) 2481 14-15.0-3029) 8315 12- 5-( -585) 241 BC LATERAL SUPPORT (- 12"0C. UON. TC UNIF LL( 73.4)+01( 20.6)- 94.0 PLP 3'- 10.5" TO 19'- 11.0" V- 8-(-4140) 1448 15-16•(-2367) 6584 13- 5•1 -1) 291 TC URIF LI( 50.01+0L( 14.0)- 64.0 PLF 19'- 11.0" TO 23'- 9.5" 8, 9-(-4685) 1604 16- 9.(-1402) 4140 154-14.1 -122) 606 BC UNIF ELI 0.0)+DL( 29.4)• 29.4 PLF 0'- 0.0" TO 23'- 9.5" V NOTB: 2x4 BRACING AT 24"0C DON. FOR BC UNIF LL(_ 50.01+DL( 34.0)- 84.0 PLF 0'- 0.0" TO 23'- 9,5° V BEARING MAX VERT MAX HORS BRC REQUIRED BRG AREA ALL FLAT TOP CHORD AREAS NOT SHEATHED TC CONC LE( 92.8)+DLI 26.6)- 118.0 LBS 8 7'- 10.5" LOCATIONS REACTIONS REACTIONS S]LB SQ.IN. (SPECIES) "--� TC CONC LL( 92.8)40E( 26.0)• 118.8 LBS 8 19'- 11.0" 0'- 0.0" -788/ 2469V -28/ 28H 5.50" 3.95 EDOY ( 625) M-3x10 where shown; Jts:1,3,7,9-10,16 23'- 9.5" -788/ 2469V 0/ Ox 5.50" 3.95 ROOF 1 625) JT 1, 9: Heel to plate corner - 1.00" LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. {GOND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing.' BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP VERTICAL DEFLECTION LIMITS: LL.L/240, TL-1./180 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL - 0.374" 8 I1'- 10.7" Allowed - 1.144" MAR TL CREEP DEFL • -0.744" 8 11'- 10.7" Allowed- 1.525' MAX 00RIE. LL DEFL - -0.073" 0 23'- 4.0" MAX NORIE. TL DEFL - 0.122" 8 23'- 4.0" Design conforms to main windforce-resisting system and components and cladding criteria. • Wind: 140 mph, h-21.5ft, TCDL•4.1,9CDL•6.0, ASCE 7-10, (A11 Heights), Enclosed, Cat.2, Exp.!), MWFRS(Ditl, load duration factor-1.6, , End verticals) are exposed to wind, Truss designed for wind loads , in the plane of the truss only. • 3-10-03 3-10-03 16-01-02 . i 3-10-03 f 2-01-13 2-10-08 3-00-04 3-00-04 2-10-08 2-01-13 3-10-03 'I 4/118.808 f f f f 1 *118.808 '( 1212 CP''6.00 ..'q 6.00 14-4x10 M-4x10 M-3x6 M-3x8 M-3x6 /- 1 a x a 7 1 p -C'� !-!'� ''s i Iain ; 1 on i c, a an o .`c 1- - id 11 12 u f ]4 15 6 9 -/o o -3x6 M-3x4 0.25" M-3x4 M-3x6 • M18HS-7x14(5) 3-05 j 2-10-08 y 2-10-08 y 2-08-12 y 2-08-12 1 2-10-08 y 2-10-08 j j 3-05 y r l 23-09-08 • r JOB NAME : 5017-B POLYGON - Cl Scale: 0.27]1 ,ti� PR.OFFt';n. WARNINGS OBNBRAL NOTES,unless emends noted: (\ _1 Q'(1(. v. 1.Bolder and modes contractor should be advised of a8 Omenl Notes 1.ThIs design is based Ely upon me dramms shown end b for an bMvfdull �i 1 11:54 Truss: Cl end flamingo balms en*We0en oommenoes. bwidine tgrrpaft t t y o 6e n pv!omet_agd.pinna;�.r. �• /N' 2.2x4 comprotelen web bracing meslba esloHad'Mem shotty,+. tnwrpan6on o �a�"dm '°d" SOtdgg dslIgn 1G7" l'l^�.PUPA'• . "Q' 3.p4,33,3,31"....„pbreodig to Insure etabIy dudnH 0 01,4. 2.Oasyn Hums Ore hep ps biHom chords tole.tereno braced e i ' -0 •pE, . {' DES. BY: LA le the of the motor.Additional dutchman( of T on.end et 15'o.o.respecawy unless bracod throughout their Nn by reaponsmNy P bracing oonnnuoue oho:Ming such n phoreod ahea8dn0(TC)and/or C). DATE: 11/21/2014 A"ovum swam la the reepo"slWly 011ie building designer. 3.X(Imdadbddgbng or Islersi bracing required Mud**hewn++ 4.No lead should be applied to any compered melons,al bredng nd 4. notaeerreeen et truss b the nspondbAay orO n tespectie contractor. Y SEQ. : 6120759 fasteners m co piste and et no Pm should any loads groeterthen N.Design plums busses ere to be meed kt a non-corrosive emvbonment design loads be implied to any component ehisIgn mums* "'Id"- f rad eating et MI ` .. j • TRANS I D: 412891 6.Carotins,.hes no central ora end assumes no responsttxily for Ore 8.Osalgn admen,Ni)beadnH at .supports shown.Shim o wade*N �)'' f.bdda8dn,hooding,shipment end btdtandeon ofoomponedo. Oo.lgnose '"9 OREGON p'•,,. .'�a( . 7.Plats Zoom ssIe on drainage u inns, "�. O.This TM/PUMA A,b OSE c pies ofs it Ota l bedon hel d upo r S.Ines s mdse IeeaoIntc ntbeu fawn olbuss,and pieced so Btab ce,xa er linos. 6./��: .1,4.TLD 41- 1 fill 11111111111111111111111111111 MITak �h,D, nu,Softwatrs+7d.0.e6SP1(1l Ent 15,F1301.imitate e connector MiMoults In Inches. ssee Bsm.lait,BaR llaa(MiTsq �P f3Rll. EXPIRES:12/31/2015 ENDThis design prepared from computer Input., by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 3'- 10.5" IBC 2012 MAX MEMBER FORCES 4WR/DDF/C(p1:00 IC: 2x4 KDDF 014BTR LOAD DURATION INCREASE • 1.15 1-2-) 0) 76 2-4.10) 0 BC: 2x4 NODE 114BTR SPACED 24.0" O.C. 2-3-(-75) 26 - TC LATERAL SUPPORT t• 12"0C. UON. LOADING BC LATERAL SUPPORT x• 12"0C. VON. LL( 25.0)4DL( 7.0) ON TOP CHORD • 32.0 PEP BEARING MAX VERT MAX HOR2 BRC REQUIRED BRG AREA DL 017 BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 10.0" 0.0" TOTAL LOAD • 42.0 POP 0'- 0.0" -105/ 405V -7/ 59H 5.50" 0.65 KDDF ( 625) l'- 10.9" -44/ S1V 0/ OH 1.50" 0.08 KDDF ( 625) LL • 25 PSF Ground Snow (Pg) 3'- 10.5" 0/ 33V 0/ OH 5.50" 0.05 KDDF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL ICOND. 2: Design checked for net(-5 paf) uplift at 24 "oc spacing. REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL•L/240, TL•L/100 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX LL DEFL • 0.013" @ -1'- 6,0" Allowed= 0.150' AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL • -0.014" 0 -1'- 6.0" Allowed• 0.200" MAX LL DEFL • 0.000" 0 0'- 0.0" Allowed • 0.072" 1-11-11 MAX BC PANEL LL DEFL = 0.006" 0 1'- 9.9" Allowed'- 0.144" 1 T MAX BC PANEL TL DEFL • 0.005" 0 1'- 8.6" Allowed • 0.192" MAX BC PANEL TL DEFL • -0.003" @ 2'- 2.0" Allowed • 0.1-s2" 12 6.00 p MAX HORIE. LL DEFL • -0.000" @ 1'- 10.9" , MAX BORIS. TL DEFL • -0.000" @ 1'- 10.9" • Design conforms to main windforce-resisting system and components and cladding criteria. ' Wind; 140 mph, h-21.1ft, TCDL•4.2,BCDL0.6,0, ASCE 7-10„ r y (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dii), load duration factor•1.6, Truss designed for wind loads in the plane of the truss only. 0 o N 0 I . r1 I C w O I •n N 0 PErali ►�4 M-3x9 r- r l ,L y 1-06 3-10-08 IPROVIDE FULL BEARING;Jts:2,3,41 JOB NAME : 5017-B POLYGON - CJ1 Scale: 0.6761 QRC7 WARNINGS: GENERAL NOTES,unlaf othemtes noted; ' ,•° ,,• F�tinAA 1.snider and emotion contractor should be edelsed of all General Notes 1.Tie design Is bawd only upon be parameter,shorn and is ler an individual ` I N' ./ • Truss: CJ1 end Warnings Went construction commences. building component.Appioablis of design parameters end proper � 0 2.2x4 compression web bracing most be brsbiadwhere show,4. Inooryortion eteomponent h the ntpom(bOIt Ogle building deeyna., 0.,‘13.I /n 7.AMSHonel lemporary bracing to Inaura abbiwy during nen51vctlen 2.Design assumes the top end baltom chords tote Mend*brined of 45,1.. Y/••r��'"� DES. BY: LA is the responsibility of the erector.Additional permanent brachia of 2'oar,nest el10'o.e.respectively unless brand throughout theb tunpeq,1 by '.4' 1.520 iQ E i 17.. eenanuous sheathing such as plywoodebestIng(TC)sndfordryxv0(BC), DATE: 11/21/2014 the weal ebuoaee Is the naponalbmly of the bolding designer. 3,y,Impact bridging trilateral bndng required%Mere shorn++ SEQ. : 6120760 4.No load should be wild to any component until after e0 bracing and 4.Instela'on of Buse Is the aeponslbiay gibe nspesiva conpaelet fasteners era complete end et no ams should any toads greeter than S.Design Assumes trusses are to be used In a noncorrosive arvbnnment - ►' ' TRANS I D: 412 8 91design loads be applied to any component and ars mr.dry condroon^Ouse. f ryss ; 9.C,,,,,Ne has no serval overand oosomes muresponsib0y for the 0.Design amnia fug bearing at all supper%shorn.Sim or wedge It fabrication,handling,shipment and Instillation of nmpenanh, 17Z- necessary. OREGON 7.Design assumes adequate drainage Ii plodded. `QG,,.�y_�JREG N �{'/' 8,This design Is furnished subject to the am%atlons set forth by a.Piet"shell be located on both faces of boas,and placed so their center \�^ 111131311111111111111111111111 TPWyyCA In WWI,copies of vddch will be furnished upon request grass co nolda nib Jctnt eenvr Ire.. Q.r 7 4 MRok USA.Ine./CGRI 8.Motto in con ate of plot*In go vein Y 4,.. pti7rua Software 7.8.6{1C)-E 10.For bale connector piste design values we ESR-1ai 1,ESR-tow(Wield itir�n 1��'� EXPIRES:12/3112Q15 I tl. • i This design prepared from computer inputFby SII�l Illf PACIFIC LUMBER-BC TRUSS SPAN 3'- 10.5" IBC 2012 14AX MEMBER FORCES 4NR/DDF/Cq"1;00 TC: 2x4 ROOF 11aBTR LOAD DURATION INCREASE " 1.15 LUMBER SPECIFICATIONS 1-2-( 0) 76 2-4-(0) 0 BC: 2x4 KOPF 116BTR SPACED 24.0" O.C. p-3•(-72) 29 '•1 t' TC LATERAL SUPPORT <- 12"OC. VON. LOADING BEARING MAX VERT MAX NORZ BRG REQUIRED BRO APEA BC LATERAL SUPPORT <- 12'OC. VON. LL( 25.0)402( 7.0) BN TOP CHORD - 32.0 POP LOCATIONS REACTIONS REACTIONS SIZE 5Q.I1. (SPECIpS) DL ON BOTTOM CHORD • 10.0 POP OVERHANGS: 18.0" 1.2' TOTAL LOAD + 42.0 PSF 0,- 0.0" -94/ 413V -14/ 87H 5.50° 0.66 ROOF ( 625) 3,- 7.1. 0/ 44V 0/ OH 5.50" 0.07 HOW' ( 625) LL • 25 PSF Ground Snow (Pg) 3'- 9.0" -43/ 103V 0/ OH 1.50" 0.13 EDDY ( 6225) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 'COND. 2: Design checked for net(-S pat) uplift at 24 "oc spacing.) REQUIREMENTS OP IBC 2012 AND IRC 2012 NOT BEING HET. . VERTICAL DEFLECTION LIMITS: LL-1/240, TL-2/180 i BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP MAX LL DEFL - 0.013" 4 -1'- 6.0' Allowed • 0.110" 12 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL • -0.014" 6 -1'- 6.0" Allowed • 0.200" MAX LL DEFL - 0.000" 1 0'- 0.0" Allowed- 0.010' 66.0017 MAX TL CREEP DEFL - 0.000" 4 0'- 0.0' Allowed • 0.013" MAX TC PANEL LL DEFL - 0.015' 1 2'- 3.7" Allowed • 0.230" MAX TC PANEL TL DEFL- 0.014" 1 2'- 3.7' Allowed- 0.344" -.., MAX HORIZ. LL DEFL • -0.000" 0 3'- 8.2' MAX HORIE. TL DEFL - -0.000" 4 3'- 8.2" Design conform to main windforce-resisting system and components and cladding criteria. A Wind; 140 mph, h-21.6ft, TCOL-4.2,BCDL•6.0, ASCE 7-10,; -1 (A11 Heights), Enclosed, Cat.2, Exp.B, MNFRS(Dlr), Qi load duration factor-1.6, a Truss designed for wind loads N in the plana of the trona only. j 04 o I 1 r; ,n M 1 o 1 111111F100110111111 P1-3x4 ) 4 • l 1-06 l 3-10-08 0-01-03 • PROVIDE FULL BEARING;Jts:2,4,3 • JOB NAME: 5017-B POLYGON - CJ2 Scale: 0.6863 �(��PRflFtS YARNINGs: GENERAL NOTES,wndba omerraae need: `� NQ1 N; �: 1.and W and sheen contractor should ba mann o1 d general Notes 1.T g is band�MpO0M e d � eras s h�foor m IndvWnal • �'J d1 r. ' 9' Truss: CJ2 and warnings bate asmhudn*eminence,. bcorpen4en of mnpuient h els mpponalbWttyy of me bldttng K. (2("r p 2.Zee emanation to on web bndnp ma be Mooed when ahem r. 2.Design sums*the top and bottom Lords to os;ateney brand s Ct•. '.g/ f. E - a.Moderns o toting ct r.Ad stanal p during nt"deo' 2'e.a.and at 10'ex.nepec9etly unless bread throughout Mak by DES. BY: LA h the raporls of the master.Additional permanent Erasing of continuous'heating such as Plywood ehnaedng(TC)ander O). the beard mann N thereopendb*of the building designer. 3.2x 1mpadbddging to lotard baring required rate shorn+4 . DATE: 11/21/2014 4.No bad should in applied to any component until MK d baring and 4.inblldan el truss is me te,panibmy al Ma medullae contrast. A Desi assumes busses an to be used In a nemsawoalu enreeun,ant frac! - .' '' ` . ,. $EQ. : 6120761 fuhMn gra eemgeh and K no time should any toads gnat man end,„tor"dry eonditlon•of use n daslgn load,be appted to any'antenn . 6.to dan asuman 1d bsaring at dbVPPerh abom.Shim at wedge If REGaN �!/ . TRANS 1412891 S.GmpuTnn Ms no control over and assumes I e rsapanaroeny fere a1 47 necessary. A� fabrin len,handling,shipment and amtallaeon of components. I.Onion onumes adequate dialing,is rettOd. .74"',.'7 Q.. E.Thh dadgn b eanlablad s,A4ed%the Imitations set folly by I.Plates shag be located on both has of blab,end pined so mar enter /yr. / 14 2�v \\\ I11111Intl Hill III IIIIIIIIUIIN STP „I 081.�� True Software Watch al be 7 8(d upon 7U E maul. I.DION A. u' e sai ion center Alec �Ines dnwsamplotsdtOpiate dgnhrsNusee BSR-t311,ESlaaee(LHTaq • 41i. gz l.! • - EXPIRES:12/3112015 IIIIII1 IIIII This design prepared from computer input;by 111 PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 5'- 11.7" IBC.2012 MAX MEMBER FORCES 4WR/DDF/Cq-l:00 TC: 2x4 KDDF 114BTR LOAD DURATION INCREASE - 1,15 1-2-( 0) 76 2-5-(0) 0 BC: 2x4 KDDF 816810 SPACED 24.0" 0.C. 2-3-(-107) 57 1. 3-4-( -43) 19 TC LATERAL SUPPORT <- 12"OC. UON. LOADING BC LATERAL SUPPORT <- 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PSF DL ON BOTTOM CHORD • 10.0 POP BEARING MAX VERT MAX HORZ 880 REQUIRED BOG AREA OVERHANGS: 18.0" 0.0" TOTAL LOAD - 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ,IN, (SPECIES) 0'- 0.0" -10/ 404V -23/ 1220 5.50" 0.65 ROOF ( 625) LL - 25 PSF Ground Snow (Pg) 3'- 7.7" 0/ 40V 0/ OH 5.50" 0.06 KDDF ( 625) 3'- 8.2" -09/ 210V 0/ OH 1.50" 0.27 !ODP ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 5'- 11.7" -29/ 62V 0/ OH 1,50" 0.10 KDDF ( 625) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR lOPSf LIVE LOAD. TOP BOND. 2: Design checked for net(-5 psi) uplift at 24 "oc spacing.' AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 MAX LL DEFL - 0.013` 0 -1'- 6.0" Allowed - 0.150" MAX TL CREEP DEFL - -0.014" 8 -1'- 6.0" Allowed - 0.200" MAX BC PANEL LL DEFL - 0.006" E 1'- 9,9" Allowed- 0.144" MAX BC PANEL TL DEFL • -0.006" B 1'- 11.3° Allowed- 0.192" • 12 MAX HORIZ. LL DEFL - -0.001" B 5'- 10.9" .,- 6.00 D' • y MAX HORIZ. TL DEFL --0.001" B 5'- 10.9" Design conforms to main windforce-resisting 'W system and components and cladding criteria. Wind: 140 mph, h-22.1ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,; 111111, lililirligl (All Heights), Enclosed, Cat.2, Exp.B, NWFRS(Dir), load duration factor-1,6, ,-4 Truss designed for wind loads w , .t in the plane of the truss only. p f"1 P ) • Tr . O • O O -t�_ -/ , M-3x4 r r- i y y 1-06 3-10-08 2-01-03 , (PROVIDE PULL BEARING)Jts:2,5,3,41 • JOB NAME : 5017-B POLYGON - CJ3 Scale: 0.5636 tiR �.PR:OF WARMNOB: GENERAL NOTES,unless otiterMu noted: .c �c I.Builder end snoods,conheotor should be adel od of all,lenaral Notes 1,This dulgn hi based only upon the urometer ohm end Is for an Individual '`•'1N'�j 1 I2%" Truss: CJ3 and Warnings bolero combuceen eeovoenoea, building sum:anent.Applosbpny of design parameters and proper . 1.Eta amproniun soh bracing must ha Metalled where shown. tnootpon6oa of component N the responsibility of the buHding*torpor. J1() I /+�J,Q DES. B Y: LA 3.Addiaoml temporary°osis I.Msura steb6nydwMe oonebuotbn 2.Design assumes ma top end bottom chords to 1,a leterell,braced s( 'I4r .JI.i' !•! ! r: •• .. b the ruponsAw6ry of me erector.Additional permanent bracing of Y o,a end at ID o.o.raapsctivery unless braced tivoupfmut their lost W .P E r DATE: 11/21/2014 Me aas+.e structure te dna rss mita of the buildingdisci rear. contlmsue shrilling such as plywood sheeddng(TC)end/or drywan(el:), 4.Na load should be a e 3,Zr Impact bddglng or lateral bracing required where shown.. 4111,X. ' SEQ. : 6120762applied to any component oro y enerati bracing and 4.MsMsaon olemse s the rsspomlm,ry et Ni.respective contractor. fasteners as casabas and at no ems should any bads greeter than 5.Design assumes bussu are to ba used ln a namcorroslya environment, TRANS ID: 412891design lads be appged to any component and us to'dry condition'of use. B.CompuTma hoe no control ever cnd assume.no oaponsihhttyfor the S.Design assumes h,4 bearing at ell supports shoym.Shim or wedge if febricatlon,hsndipte,*Meat and MetWa4on ofoomponMts, necessary. qu pts d • �(4t' 4.7hI deafen Is hsmtehedsable et to the limitations set form by e.Plateesnshutb IouNd on both feces or buss,and planedso they center pL•'.'•y yrl Of,l� ;./(, 11111 H111111111 1111 111111111 1111 TPUW7CAInSCat,adpiesarwhla,wglbea.nrshodwponreguest gnescomadewice.6 tae te In ache. qY 14 t�(j i MiTeK USA,Inc.AlotnpuTNa Software 7.6.6(1L)-E 10.Digits bnkconnectorplate dWgn yams see 1511.1311,150-1980(MRek) V '4?4 EXPIRES:12/31/2015 I, I. This design prepared from computer input.'by �IIIIII�I�11 PACIFIC LUMBER-BC TRUSS SPAN 7'- 9.0" IBC 2012 MAX MEMBER FORCES 4MR/DOF/Cq*1.00 TC: 2x4 KDDF 81LBtR LOAD DURATION INCREASE - 1.15 LUMBER 4PECIFICATIONS1-2-1 0) 76 2-5-10) 0 2-3.1-151) 31 • SPACED 24.0" Q.C. 3-4=( -68) 31 , 8C: 2x9 KDDF IIdBTR TC LATERAL SUPPORT <- 12"OC. UON. 25. LOADING LL(BC LATERAL SUPPORT t• 12"0C. UON, 0)+DL{ 7.0) ON TOP CHORD • 32.0 PSF DL ON BOTTOM CHORD - 10.0 PSP BEARING MAX VERT MAX HORS BRC REQUIRED BAC AREA TOTAL LOAD - 42.0.PSP LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 18.0" 2.7" 0'- 0.0" -47/ 388V -30/ 150H 5.50" 0.62 RODE 1 625) LL - 25 PSF Ground Snow (Pg) 3'- 7.7" 0/ 36V 0/ OH 5.50" 0.06 KDDF ( 625) 3'- 8.2" -126/ 284V 0/ ON 1.50" 0.36 RODE ( 625) LIMITED STORAGE DOGS NOT APPLY DUE TO THE SPATIAL 7'- 9.0" -62/ 112V 0/ OH 1.50" 0.14 KDDF ( 625) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 'COND. 2; Design checked for net(-5 paf) uplift at 24 "oc spaci:l9 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP VERTICAL DEFLECTION LIMITS: LL•L/240, TL-L/180 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL - 0,013" 8 -1'- 6.0" Allowed " 0.150" MAX TLMAX ELL DEFL - -0.000" 0 0'- 0.0" Allowed • 0.022" MAX TL CREEP PEEL - 0.000• B 0'- 0.0" Allowed •. 0.050" MAX TC PANEL LL DEFL - 0.009" 4 1'- 10.1" Allowed - 0.230" MAX TC PANEL TI DEFL • 0.009" 8 1'- 11.5" Allowed - 0.344" -," MAX HORIZ. LL DEFL - -0.001" 8 7'- 8.2" 12 MAX HORIZ. TL DEFL - -0.001" 8 7'- 8.2" 6.00 p rl Design conforms to main windforce-resisting Is system and components and cladding criteria. Wind: 140 mph, h•22•Bft,Enclosed,4Cat 2DLExp B,ASCE 7.10,: Dit), (All Heights), load duration factor"1.6, o Truss designed for wind loads 1, , in the plane of the truss only. 0 4 N ' V . 1� ' P I u1 ( rn ) 0t M-3x4 A- 1 )• y 1-06 1 3-10-08 4-01-03 (PROVIDE FULL BEARIHGtdts:2,5,3,41 JOB NAME : 5017-B POLYGON - CJ4 Scale: 0.4816 ��,PR'QFs. GENERA!.NOTES,unless other too noted: 'N(3tI N: �� NNRIANOEIThls p G �.„ Q/ t.and and Breedon Semester should W eddsed at dl Oaael Netea 1.buWdba component AppA emmy at design ppanmolenindbproopper mdrfdud :(." .11/47/17P" Truss: CJ4 "adyyardegson web*ansing mut ho t,wncee• Meorpornon of component tithe mponsof are building a.. c 2.2r4 anq tompe bracing moat W kmtaWsdwMrs norm 4. 2.D»tf'soars the top end bottom chords to W laterally brocedst 4t g i.P G ! 3.AddlOonal temPamrf braving to Insure stability dump wastruedon 1'o.e.and at tG o o.raapeedweh/umbo brand throughout thetrbagtlt by DES. B Y: LA Is the responsibility of me motor.AddNalal psmlalanl bracing of contrition sheathingsuch as ptylmed.hufhh g(TO)eodfot dryweH(BC). DATE: 11/21/2014 me orae*swoon b the neponelbNlf of the bu86ind deNgnar. 3.22 Ins eotbddgnD or Iara l brawl mound whom shown•e • .. pp 8y of the nonsense cantata. S 4.cNe ubed ehreldbe mtees enntno component until y alara0eatertend 4.Cosign esson olbueabdra ela etbmo ce / ,... .•. 6120763 cuteness ars oemplcta end at no am■should any roads greater tan s,Cosign aewraes eves»era to be wed m a non coneaM emkonment TRANS data loads be*palled to■If»mponurt sad ere for*dry condition"Ont. TRI D: 412891 e.CompdTmo has no control oar and mann no raepanslbOry for the 0.DO* di CC moilin""aro"futi baafNg at.g sappow awn ahlm ofwadae u �l .RE ��I l(/ McMinn,handling,snowed and hgtedetim of=motion's. 7.Design aaeamos*dadu es*slip te molded. f`'`�., 4)** Q.y OSA'�� O.Tin design Is Banished subject to the Winton*set fort by it gloms shell be loostedptonnbbo:Ones. el tun,and plated so Okbcenter Q.M h.1.4 ts,. 1111111�l11111 ii-II�I1111l fill Wok SAA'InoJCom Goalie pUTru$Software 7 8 B(1 L)•E request to.Digits o morel sloe One.whidde with oplets e I nMnrdua»e EeR•121 t,ESR•td6i(011514 R10- . EXPIRES:12/31/2015 I1111IIIIIII Thia design prepared from computer input.'by II III. 111 PACIFIC LUMBER.-BC LUMBER SPECIFICATIONS TRUSS SPAN 9'- 11,7" IBC I012 MAX MEMBER FORCES 4WR/DDF/Cg.1:00 TC: 2x4 KDDF 1148TR LOAD DURATION INCREASE . 1.15 1-2•( 0) 76 2-6=(0) 0 I, DC: 2x4 KDDF 8148TR SPACED 24.0" O.C. 2-3•)-199) 91 I 3-4=(-112) 58 1 TC LATERAL SUPPORT <• 12"0C. DON. LOADING 4-5•( -46) 21 r BC LATERAL SUPPORT <. 12"0C. UON. LL( 25.0)+DL) 7.01 ON TOP CHORD = 32.0 PSF DL OK BOTTOM CHORD = 10.0 PSF OVERHANGS: 18.0" 0.0" TOTAL LOAD = 42.0 PSF BEARING MAX VERT MAX HORD BRG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECI$S) LL . 25 PSF Ground Snow (Pg) 0'- 0,0" -31/ 394V -38/ 1876 5.50" 0.63 KDDF ( 615) 3'- 1.7" 0/ 38V 0/ OH 5.50" 0,06 KDDF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 3'- 8.2" -113/ 256V 0/ OH 1,50" 0,33 KDDF ( 625) REQUIREMENTS OF IBC 2012 AND IBC 2012 NOT BEING MET. 7'- 8.2" -114/ 236V 0/ OH 1.50" 0.30 KDDF ( 625) 9'- 11.7" -20/ 45V 0/ OH 1.50" 0.07 KDDF ( 625) BOTTOM CHORD'CHECKED FOR IOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 'COND. 2: beaten checked for net(-5 psf) uplift at 24 "or spacinq.I VERTICAL DEFLECTION LIMITS: 1,1=1/240, TL=1/180 MAX LL DEFL - 0.013" 0 -1'- 6.0" Allowed . S.160" MAX TL CREEP DEFL - -0.014' 0 -1'- 6.0" Allowed = 0.200" • MAX TC PANEL LL DEFL . 0.008" 0 1'- 10.1" Allowed = 0.230" SAX TC PANEL TL DEFL • 0.008" 0 1'- 10.1" Allowed - 0,344" "` 5 MAX-,. HORIZ. LL DEFL = -0.002" 0 9`- 10.9" MAX RORIZ. TL DEFL . -0.002" 8 9'- 10.9" ^ 12 i Design conforms to main windforce-resisting system and components and cladding criteria. 6.0017' 4 Wind: 140 mph, h-23.1ft, TCDL-4.2,BCDL.6,0, ASCE 7-10,.' I' (All Heights), EnClosed, Cat.2, Exp.B, MWFRS(Dir), • load duration factor=1,6, Truss designed for wind loads N o in the plane of the truss only. i i or f O o 3 inob 4l i • O C O O 14-3x4 • • 6 A- . ) r y Y 1-06 3-10-08 6-01-03 [PROVIDE FULL BEARINGIJts:2,6,3,4,51 JOB NAME : 5017-B POLYGON - CJ5 Scale: 0.4184 • ��,E0 PR:OFE. WARNINGS: GENERAL NOTES,milts otherwise noted: ,C n 1,Builder and erection contractor should be adnled of all General Notes 1.This dulgn la bused only upon the arametda shown and is for en indlvlduel • Cy`' G,1 N' S'/ Truss: CJ5 and Wamhga belam eaeefotn8nn commences, bulldhts component Appliabilny of design parameters and proper Q• 2.2x4 comprnslon web bracing rust NI installed when!loan+, Inoorpor.Bon ofcomponent Is HlsroaponsIbilily Utile building designer. //eft 3.AdrMentl tem b.ch 2.Out n veumes Hr. D ✓<l(•Ge/ DES. B Y: LA Gillis m..13,1 fitw Mid pemw9aM b adnpof X o.o and et 10•o.o.reeyentibottomdess braced throughout Warily at by • �. 7 92•+.P E i r'• Is the responsibilityarmrwous shuttling such as plywood ahesthIniN1C)and/or dyenlll(BL), • DATE: 11/21/2014 the overall esudera U the respautHmy of the building designer, 3.14 impact bridging or latent bra Ab i nquhed whamshoos++ • SEQ. : 6120764 4.No load aheva be app*od to any component Until offer ell bracing end 4.Instal(.Bon of truss fe We naponsiblity of Bhe reining,.oonbaotor. listeners ere ampler,and.0 Vi no tee should s�y loads geeale s, S.OsAMMO.gn AMMO.haunt Sr.to be lend h a nongarotva tmhonmont TRANS I D: 412891 design keds be.ppllad to any aomponsnt and are for"dry condition"of use. /,�� 'd s ..•.,' 5,Con,pnI,o.Ma no oontrd nu ever end ases no responsibility for the d.Design assumes full bearing.1.0 supporta shown,Shim er wedge 6 ty I. tahloedon,handling,shipment and hstogaeon of nomponeniw T Uulgn assumes odevude drainage h Provided. i .•,.4 ORECQ N V' I 10111[III ILII VIII SII��111111 O.This design le fumiahsd guided to the%galena all forth by N.Plates shell be bonded on both fate of buss,ens placed se Meir anter �C)•vl,9y y 4 ONbk. TPWyfOA In SCSI,cork•ofwhkh vdg be furnished upon request ones aekeide WWI Joiof nt osier Aries. �^}- MtieR USA,Inc/Compulrua Software 7.8.0(11)•U to:FFoorsiba.lo eonneoate lor plata dura valate In ue see ESR-13t t,BSR Ieee(MIT.i,) O EXPIRES;12/31/2015 This design prepared from computer inputrby PACIFIC COMBER-,3c • • 1E11111U TRUSS SPAN 11'- 9.7" INC 2012 MAX MEMBER FORCES 4XR/DDF/Cg.lt00 LUMBERC: 4KI:11ICiNHORS LOAD DURATION INCREASE • 1.15 1-2-( 0) 76 2-6-101 0 TC: 2x4 KDDF 810BTR SPACED 24.0" O.G, 2-3-(-226) 108 BC: 2x4 KDDF 114BTR 3-4-(-155) 70 4-5-( -791 33 IC LATERAL SUPPORT <• 12"0C. DON. LOADING BC LATERAL SUPPORT <- 12"0C. UON. IL( 25.0)0E( 7.0) ON TOP CHORD - 32.0 PSF DL ON BOTTOM CHORD - 10.0 PSF BEARING MAX VERT MAX HORE BRG REUUTAED BRC AREA OVERHANGS: 18,0" 0.0" TOTAL LOAD • 42.0 PSF LOCATIONS REACTIONSTREACTIONS SIZE (00011 (SPECKS) LL - 25 PSF Ground Snow (Pg) 0'- 0.0" -16/ 398V -46/ 218H 5.50" 0.64 ODD? ( 625) 3'- 7.7" 0/ 39V 0/ OH 5,50" 0.06 (DIF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 3'- 8.2" -108/ 238V 0/ ON 1.50" 0.30 HOOF ( 6251 REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 7'- 8.2" -149/ 303V 0/ OH 1.50" 0.39 (DDE 165) 11'- 9.7' -51/ 107V 0/ OH 1.50" 0.17 KDDF ( 625) BOTTOM CHORD CHECKED FOR 10PSP LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 'COND. 2: Oesign checked for net(-5 psi) uplift at 24 "OC 3paeing.1 VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 ' MAX LL DEFL - 0.013" 8 -1'- 6.0" Allowed • 0.150" NAX TL CREEP DEFL• -0,014' 8 -1'- 6.0" Allowed- 0.200" MAX BC PANEL LL DEFL • 0.006" 8 1'- 9.9" Allowed - 0.144" MAX BC PANEL TL DEFL - -0.006" 0 1'- 11.3" Allowed- 0.142' S -r MAX HORIE. LI. DEFL • -0.002" 8 11'- 8.9" MAX RORIE. TI DEFL • -0.002" 0 11'- 8.9" f , Design conforms to main windforce-resisting system and components and cladding criteria. 12Hind: 140 mph, h-23.5ft, TCOL-4.2,BCOL6.0, ASCE 7-10,: 6.00 p (All Heights), Enclosed, Cat,2, Exp.B, MNFRS(Dir), load duration factor•1.6, I Truss designed for wind loads in the plane of the truss only. 1 r 0 h m 0 • I '0 • 1 'i 0 Q a, Ilk -1 I M-3x4 • a • • 1-06 3-10-08 7-11-03 (PROVIDE FULL BEARING;Jte:2,6,3,4,51 • JOB NAME : 5017-B POLYGON - CJ6 scale: 0.3764 y��E�j PR:QeE . WARNINGS: GENERAL NOTES,unless o0tefe.e noted: d ....14.00 N �� I.Bolder and.ration contractor should be adNaed of al Gement Mots I.The dUIB4 Is Hosed only upon the prtamsten shown and Is for en individual ` Ng ; . i . Truss: CJ6 and Wonting*bears aottstntceen coem.nene. building component AppHcabilly of anion parameters and proper 2.2x4 compression web bracing must be bolded*we'hone+. Moamaraeon of component is me teeponsMiAty.of the building d r. . kr' '�. u insure dubiety during eondbuoton 2.Design'attunes the top and bottom chords lobo IsWaey braced e( 4t.. :52.8t P E, . r" 3.AddHcnsl femnan7 coal i9 2'o•e.end at 10'o.s.nspecIoely gams braced throughout emir b alt 1 DES. BY; LA is M naponabWy of M trader.Addmonel p.rmenenl bradnp el continuous eheatialtg such i'pl'M'ood sheat eig(TC)ranger C). DATE: 11/21/2014 Ni.averse sincere Is Ito responsibility Ogle building dadpuer. 3.2Itrorytalbddpbnp or latent bradng mitered Shen'harm+• � , SEQ. : 6120765 4.Ne laid el'aad be spaded to any.emponanl only slier el bradng and 4.ualbiladen antics*la M responsibility Mats rapecma eentracur, 'ems!' .:•'. S.Design aims$Income ere to bowed In a non-corrosive environment /`••sic•.-_ .. frunananoseppliraandotnotmsShaunaetrywadegnalaetan N' 4eNgn loads be append le any componentDnaan em000emtiariof a s, TRANS I D' .412891 e.Design memos Nil bearing at.E summits shown.shim orweage If 9 R�(�.. (j�' t. S.CompuFnn has no amnia int and mamma no nsmponent.far M mamary. , ,( hde design ,handing,shipment end buuwele of components. 7. • Dafen'mum s adequate*tante bptobided. ! '��,!,Q.', 2�'t,P 1111111111111111111111111111 e.This design Is furnished subjoin to its in 13081,copies of ranch g be furnished s set fortis by N.Pieta shell be loapdpiste In Inches. on both foes el Inas.and placed so their canter 1 Q i IMT SA Ifs/CompntT SoRwere 8 8{7 L)E mat , t Mint contor huto. G.Melts balk connectorOnes acinolds plate design valine no 28R-1711.ESR•lee$@9Tiq f �� . • EXPIRES:12/31/2615 1110111111111 • This design prepared from computer input by 1 PACIFIC LUMBER-BC • • LUMBER SPECIFICATIONS 35-03-04 STUB MONO 11I0-0 SETBACK 6-00-00 FROM END WALL IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1,00 IC: 20 ROOF 816BTR; LOAD DURATION INCREASE • 1.15 (Non-Rep) 1- 2-(-1132) 412 8- 9-6 -108) 142 8- 1-)-3192) 1070 11- 5-( (1) 76 2x4 ROOF 6161ITR T1 2- 3-(-1076) 404 9-10=(-2964) 6980 1- 9-) -900) 2960 5-12-(-2444) 1142 BC: 2x6 80DF SS LOADING 3- 4-(-7814) 3150 10-11•(-4096) 9690 9- 2-) -118) 104 12- 6.) -380) 1242 WEBS: 2x4 ROOF STAND LL - 25 PSF Ground Snow )Pg) 4- 5e(-9806) 3968 11-12-(-3994) 9474 9- 3-)-6296) 2750 6-13-1-6792) 2898 TC UNIF IL( 50.0)+DL) 14.0)- 64.0 PLP 0'- 0.0" TO I'- 7.0" V5- 6-(-7290) 2934 12-13-(-2684) 6330 3-10-( -314) 1510 13- 7-) -400) 184 TC LATERAL SUPPORT 24"0C. 806. • TC UNIF LL) 100.0)401) 28.0)- 128.0 PLF 1'- 7.0" TO 35'- 3.3" V6- 7-1 -42) 42 10- 4-1-2102) 1098 BC LATERAL SUPPORT <- 12"0C. UGH. BC UNIF LL) 0.0)+DL( 40.0)• 40.0 PLF 0'- 0.0" TO 35'- 3.3" V 4-11=1 0) 340 • TC CONC LI( 66.0)+01( 18.5)- 04.4 LOS 8 1'- 7.0" BEARING MAX VERT MAX WORE BRG REQUIRED BRG AREA NOTE: 2x4 BRACING AT 24'OC BON. FOR LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) ALL FLAT TOP CHORD AREAS NOT SHEATHED LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0,0" -1149/ 2933V -86/ 93H 5.50" 4.69 ROOF ( 6;5) '_•"-"_-_= REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 35'- 3.3" -1232/ 2975V 0/ OH 5.50" 4.76 XDOF ( 625) ^''e- ( T ) complete trusses required. BOTTOM CHORD CHECKED FOR 10059 LIVE LOAD. TOP Join together 2 ply with 3"x.131 DIA GUNICOND. 2; Design chocked for nett-5 put) uplift at 24 "oc *pacing.' AND 80TTOM CHORD LIVE LOADS ACT RUN-CONCURRENTLY. nails staggered at: VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 9" oc in ] row(s) throughout 2x4 top chords, MAX LL DEFL = 0,357" @ 18'- 0.7" Allowed - 1,718" 9" oc in 2 row(s) throughout 2x6 top chords, MAX TL CREEP DEFL - -0.651" 8 18'- 0.7" Allowed - 2.290" 9" oc in 2 row(s) throughout 2x6 bottom chords, 9" oc in 1 row(s) throughout 2x4 webs. MAX NORIZ. LL DEFL = -0,070" @ 34'- 11.8" • MAX HORIZ. TL DEFL - 0,106" B 34'- 11.8" "• For hanger specs. - See approved plane. • Design conforms to main windforce-resisting • system and components and cladding criteria. . Wind: 140 mph, h•20.7ft, TCDL-4.2,BCD1-6.0, ASCE 7-10.., (All Heights), Enclosed, Cat,2, Exp.B, MWFRS(Dir), load duration factor-1.6, Truss designed for wind loads in the plane of the truss only. 1. i. 1-06-15 33-08-05 1'06-15 15-08-05 18-00 6 1-06115 6-04 6-09-03 6-09-03 6-09-03 7-00-11 1' • 1 484.4O8 1 4 1. 1 4 • 12 6'00 C7.M-4x6 M-5x6(5) • 14-4x6 M-33c10 M- x9 M- x4 M-1x10 M-115x3 "i'''!1 a -.midge& dIdlils...."' Aliblik 41111111&bm., o ii-1.5x3 M-1.x4 0.2 M-1.x4 M-3x101°* m M-4x12 l )' l• M-71S J. J. • y 00 8-07-04 8-05-08 8-05-08 8-09 35-03-04 j • I JOB NAME : 5017-B POLYGON - D1 Scale: 0.1109 Ott P R 0�F WARNINGS: GENERAL NOTES,unless oNarvdee noted; ,,c 1.Bulkier lend steam'conbector should be edMasd of WI General Notes 1.line design is based only upon the pe nmetere shove+end N for en Ndeldud C,``• NAG i N. /", • Truss: D1 end Warnings before eenauvden oernnenose, building eompenent Appac■bsy of design parameters end proper ' • `'" 0 2,2x4 eompnssion web lwsdng must In Msldled when ahem+- inceryoneon o1 oomponeM le the reepona@gM of the bWdNe assigner, :/1101 . .:per. DES. BY: LA I.Addlasn.tl.mporary br■dna to be.,,... a,Jth1 con.,,,,,, 2.Design assumes ate top a bottom chards to be laterally braced al 0'Z •.0 E �' is C1.neponeRmy of the eroctw,Additional permanent bredne d 2'ex.and 4110'e.e,reap.cevNy e,dees brined etroughout their lanttpptltlrr by DATE: 11/21/2014 eo went'structure's the responsibility of the building M to Ie elaheaednr sl esr.th,geuiredwirer.)endlordel""BL7, 4.No bed Mould be applied to s e siracin 4.Zx t.m psOo bdlime is N,.cul pndoYY ty dine fthe where shown i+ SEQ. : 6120767 say component any attarallbrseng■nd 4.Dshgn esolsuabate we be sne lneen.pecont aonbectnr. Q• Wieners ars aomph>te end sin*time should my le■ds groetu eon 9.peelers eswmes bunts m b be used N■norrcerrosNe anviratment, ;�r�►'.:..... ' • TRANS ID: 412891 design loads be tippled to any component sad ere for'dry oewaeon"of use. 6.Co 8,Deems assumes full bearing at eli supports shown,Shim arms a If ngtlTnrs Ms no control over end aswmeo no responsibility for the all fabrication,bending,shipment and Installation oleompenents, 7.DWpn ssumes adewtits draMape m provided. ' A 'I I, N s.ml.design Is fumlehed sub)eaa to N.bolte dens set forth by aPlnres shell be located on both feees abuss,and pieced so their anter £'o" "9 OREGON . pu „pIIlines 'Opiate 11111111111111 IIM�I I�IIII�III'11UII 7PIANTCA In MReI(USA BBIc/CDmpuTfuaBORw Software (1u{CSI,cookie of Mich AG be fumtshed open nqueet 8.port I�nla eonsettec en,design values see CaR-1011,EsR.tRltr fnRel) �9j�14 2�•�'1).. MZ.RRIt..-�' EXPIRES:12/31/2015 This de2116:3541gn praparad from computer input�by (BpIIpI��}( PACIFIC UBER- �1{ A9 'II TRUSS SPAN 35'- 3.3" 114;C:2012 MAX MEMBEFORCES 4WR/ODF/Cq-1.00 LUMBER SPECIFICATIONS LOAD DURATION INCREASE - 1.15 1- 2'( -567) iii311i400. 9-10-( 421) 1 9- 1-) 1605) 389 6-13-(-1221) 378 TC: 2x6 KDDF 814BTR; SPACED 24.0" O.C. 2- 3-( 0) 10-11-( -959) 34 1-10-( -343) 1467 13- 7-( -62) 71 2X4 KDDF 816BTR tl 2- 4-( -533) 11-12-(-1221) 48 10- 2-( -47) 150 7-14-(-33951 027 BC: 2x6 KDDF SS LOADING 4- 5-(-3903) 12-13-(-11641 47 10- 4-(-3149) 821 14- 8-( -200) O6 WEBS: 2x4 KDDF ST ANO LLi 25.0)40L( 7.0) ON TOP CHORD - 32.0 PEP 5- 6-5-4901} 1 13-14-( -791) 31 4-11-( -22) 756 OL ON BOTTOM CHORD - 10.0 PSP 6- 7.4-3644) 11- 5-)..1052) 269 r TC LATERAL SUPPORT <- 12'OC, llON. TOTAL LOAD - 42.0 PSP i- B-( '371 5-12-( 0) 231BCLATERALSUPPORT <- 12'OC. UON. 12- 6-( 0) 313 'LL - 25 PSP Ground Snow } B6AR2MAX YBRTAX NORZBRGREQUIREDBAGAREANOTB: 2x4 BRACINGAT24'OC UOS. FOR LIMITED STORAGE DOES NOT APPLY DUOTHESPATIALLOCATIREACTIONSREACTIONSSIZESQ.IN. 48811155)ALLFLATTOPCHORDAREASNOTSHEATHEDREQUIREMENTS OF IEC 2012 ANO IRC 2NOTBEINGNET. 0'- -231/ 14751' -86/ 93145.50' 2.36KDOP4625)35'- . -183/ 14871' 0/ OH 5.50' 2.38 KDDF 4 625) •+ For hanger specs. - See approved plans BOTtOM CHORD CNECKBD FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON^CONCURRENTLY. �COND. 2: Design Checked far net)-5 pat) uplift at 24 'oc spaciOO.l VERTICAL DEFLECTION LIMITS; LL-L/240, 11.1/180 MAX LL DEFL - -0.323' 8 18'- 0.7' Allowed - 1.718' MAK TL CREEP DEPL - -0.651' 8 18'- 0.7' Allowed • 2.290' MAX 001421. LL DEFL - 0.063" 8 34'- 11.B' MAX 80011. TL D6F4 - 0.106' 8 34'- 11.8' Design conform. to main windfotce-resisting System and components and cladding aritaria. Wind: 140 mph, h-21.244, TCDL•4.2,BCDL-6.0, ASCE i-10,: (All Heights), Enclosed, Intl. Exp.B, MWFRS(Diz), load duration factor-1.6, Truss designed for wind loads in the plane of the truss only. 3-06-15 31-08-05 1 f 3-06-15 13-08-05 18-00 I' 1101-iZ�05-03� 4-04 6-09-03 6�09-03 6-09-03 7-00-11 t 1 1 1' 1' f T 1-07-0/ 12 6.00 C.7' F. 1 M-4x6 M-3x10 M 6x9 M-5x6(5) M-6x4 M- x10 M-1@5x3 I4-4x6 �./ 4 d a _� o Q, N ' + i + of c, al ..4 .�� o •m I . Sar ( UI U -'..,.., m .a 4 r r 9 '20 M-3x4 0.25"2 M-3x4 M-3x10 M-1.5x3 11-7x8(9)14-4x12y . Y 1 ) 8-09 OL 0 8-07-04 8-05-08 8-05-08 • 1 35-03-04 • JOB NAME : 5017-B POLYGON - D2 Bcaie: 0.1798 ��4,1 .PRoFt.sts WARNINGS: GENERAL NOTES,unless olherofeonoted: ,1011//19AI I.Balder end woolen o ntrsdet ahwld be advised deg Gonerd Nobe 1.Nils design N based only upon I1eren:meters shown■nd ts for■n Individual • .V �.. T>"us s: D2 end Wonting*before ooneboetien cemmenoee. bWldIng eomPonenI,Appfeeblfy a design Pwmmbn endue p� : 4,. 2.2a40erpmelon web bracing moat be nMelbd WINO*horn*. Incorporation of component%the reeponnI4III II B,abul l ur. it"!. - »,,��• .Additional temporary breeIng b Insure e1.MRy during construction 2.0satgn.nuns*the top and bottom*horde toed haw*braced sG. C. 2'0.6.end at td o.e.respectively wises tweed throughout the%I.nrnoplo0tby DES. BY: LA Is ted respenabilly of the maelor.Addional Permanent bracing Of conmtwow sahryeetidng wed es plywood Meeddng(TC)toot«otywaMBG1• i DATE: 11/21/2014 rae oversg trucks,Is the reaponsbEy of the building designer. 1.Ix ImpactbddpIng w lateral brads__RRr�ewied Awe shown•• - _ �.. . . 4.No bad should be applied to any ewnpeuent unit ager GI basing and 4.Ina%Aaoon of baa le B.mpanebmy alms respective oonlrador. . • SEQ. : 6120768 fasteners ere oomph%and st no emu should any leech graarr men 3.Oesign eswmes busses mato be wed ler a aonborrasbe emdlonment. ./r.,r-. .. dssipt Iesdt ba eppgad te emr "L end aro for*dry condition'of use. d.Deslpn assumes fou bearing atoll supports shorn.germ nO wedge U C�RE6aOh( -y.. TRANS T D: 412891 H.compuTm hue no oenad aver and essvmes no mpoNbblty for the CC ratan I� %%dation.h ndby.aMpment,nd tnalagetlon d eompenanb. 7.Design'ssoumes*demob:drainage Is Provided. .!"/, •.9. 0�. ��,I` (IN�gp 6.Thin design h furnished subplot to Um BMtaIona set forth bl H.Plates shell be loomed ploan�cbot fend of two.and plead se their anter % r6�.4 2` t, 111101111111111111 11111 Illy��1MO�� i lII MITeit USA,nh cjCornpuT Software furnished 8(1L}.E request. ID.ForbbAnw ak eo%mo t pfa4,darl0 dv.t..Mae ESR-1211.681.1985(Lirteld 'llEr7 R t�y .f 11�' p �IIM 1 II EXPIRES:12/31/2015 1111110111 This design prepared from computer input,by u PACIFIC LUMBER-BC AGREED.118884TFIDACiON6 See approved plans TRUSS SPAN 35'- 3.3" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1.00 TC: 2x4 KDDF 116BTR LOAD DURATION INCREASE • 1.15 1- 2•(-1560) 394 9-10•) -661 129 9- 1•(-1428) 389 5-13•(-696) 219 BC: 2x4 KDDF 816BTR SPACED 24.0" O.C. 2- 3•(-1340) 403 10-1I-(-439) 2249 1-10•( -306) 1441 6-13.1-124) 737 WEBS: 2E4 KDDF STAND 3- 4-1-2414) 629 11-12-1-525) 2643 10- 2-1 -4) 351 13- 7•(-172) 186 LOADING 4- 5.1-2653) 685 12-13.1-517) 2616 10- 3-(-1228) 319 TC LATERAL SUPPORT <• 12"00. UON. LI( 25.0)4DL( 7.0) ON TOP CHORD • 32.0 PSF 5- 6.1-210I) 557 13- 8.1-540) 2263 3-11-0 -29) 490 ' BC LATERAL SUPPORT (• 12"0C. SON. DL ON BOTTOM CHORD • 10.0 PSF 6- 7.1-2417) 579 11- 4-) -393) 139 ' _ TOTAL LOAD - 42.0 PSF 7- B-1-2649) 659 4-12.1 -2) 83 12- 5-1 0) 178 NOTE: 2x4 BRACING•AT•24"0C VON. FOR-- LL• 25 PSF Ground Snow (Pg) • ALL FLAT TOP CHORD AREAS NOT SHEATHED BEARING MAX VERT MAX NORZ BOG REQUIRED BOG AREA -•'-- LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 0'- 0.0" -177/ 1468V -141/ 94N 5.50" 2.35 KDDF ( 625) 35'- 3.3" -183/ 1495V 0/ OH 5.50" 2.39 KDDF ( 625) BOTTOM CHORD CHECKED FOR 10201 LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 'COND. 2: Design checked for nett-5 pef) uplift at 24 "oc spaciajj VERTICAL DEFLECTION LIMITS: LL-L/240, TL•L/180 MAX LL DEFL • -0.I55" 0 18'- 9.7" Allowed • 1.714" MAX TL CREEP DEFL • -0.312" 0 18'- 9.7" Allowed • 2.290" MAX HORIZ. LL DEFL • 0.055" 0 34'- 9.7" ' MAX HORLZ. TL DEFL - 0.092" 0 34'- 9.7" Design conforms to main windforce-resisting system and components and cladding criteria. • Wind: 140 mph, h•21.71t, TCDL-4.2,BCDL-6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, 14WFRSIDit), load duration factor-1.6, Truss designed for wind loads in the plane of the truss only. - 5-06-15 19-08-10 9-11-11 x 5-06-15 4-09-09 5-00-12 5-00-12 4-09-09 4-10-03 5-01-08 f f f f f f f I I 12 . 12 6.00 ' M-4x5 M-5x6(S) M-3x4 0.i5' M-3x4 6M-4x6 Q 6.00 I. -,- M-3x5 Aill1111111111111111111*-M-"° a , .n m • ek ��II M-1.5x3 M-3x10 M-3x4 0.25 M-3x8 M-3x68" , M-5x6(S) Y l 3. 1 y l 5-02 6-10-12 6-09 6-10-12 9-06-12 l 35-03-04 y ) JOB NAME : 5017-B POLYGON - D3 • Scale: 0.1908 lR�iJ PR:°Fe WARNINGS: 0HN11ML NOTES,aides,:Open the noted: -trc :- 619 I.Builder enda11.0emotion oonbaobr should be eddsed of ed General Notes 1.Title design h based only Open the peraI p shown end In for an MdMduel Q I N <• Truss: D3 end Warnings before oMnsmetion commence*, building component.Aypidabtfiy of deelgn mount ns and proper t�p"" 2.2$oomproselen web brah#ng muetbe InnWad when,(on T. meeryforNho of component Is the tnponm of Ni.buidhg daNpnor, �� /1 ry l -y 3.Adhdeoe*l tenporery brs"Ing to Mame ate owing...m.o. Z Design sesames the top and bottom:Mord*to ae laterally bread at /�r �.r DES. BY: LA Is the responalbilty of me areola.Additional permanent tensing of T oho,end at t0 oho.mopedhdy unless braced throughout their tenet by '- • � E r 9T+' DATE: 11/21/2014 tie nereA structure I.ire re* oentinuaus si,eamMr such a plywood she*mindfi'0)endive drywa(110), -� paneanip of ea budding designer, 3.It Impost bridging or later.)bracing required whom down a s /, 4.No lead should be opened to tory component until oar oil tensing and 4.IMhdadon Mimeo h Ni.resse,oIfty of the re.peodre conwamor, ' SEQ. : 612 0 7 6 9 fasteners ora complete and at no ems should any bads greater men 5.Design assumes brass ere ts be used In a non.00troshia environment, ,y TRANS ID: 412891design loads be opened to any component end ss,for"iycondition'of AIM 5.ConpuTms has no control over end assumes no reaponslbaty for the 8.,f47.16.,14144"1. b AI bearmg Id n suppo,b ohoww.Skim er wadgs If - ! t labrlatlon,handing,shipment end MsteBedon of components. y,posyn en,dnee adequate*Otago Is provided, •''p..- C)REGON ti.. !(/ . 8.Thla dedgn la amhtehed eubled to the dndteion'est foo by e.Piths shag be located on both hos of buss,end placed so malt center ',�1, dh �'.• f 111131 IIT fill IEI 111 I I 1 III TPW1?CA m BC51.caplet of which wig be furnished upon regent g ay coincidewill aloe otylte4 in Inns,),... o. .1 a Z 1��-' I UB I N t# II V MITek USA,1110/CGmpuTfue Software L)-E 10,For basic connector plate design:aloes sea ESR-1311,ESR.l BIB(IT,k) MAR10.-�' EXPIRES:12/31/2015 i This design prepared from computer inputkby �IIIIH��I PACIFIC LUMBER-BC U TRUSS SPAN 35'- 3.3" IBC 2012 MAX MEMBER FORCES 4NR/DDF/Cq•1.0O LUMBER SPECIFICATIONS LOAD DURATION INCREASE 1.15 1- 2•(-1560) 494 11-12-( -61) 129 11- 1..(-1420) 469 15- 9=(-170) 1173 BC: 2x4 KDDF 814BTR STAND SPACED 24.0" 0.C. 2- 3•) 0) 0 12-13-(-563) 2299 1-12.1 -398) 1441 BC; 2x4 KDDF 2- 4•(-1340) 496 17-14-(-657) 2643 12- 2-( Ol 351 WEBS: 2x4 KDDF LOADING 4- 5-(-24141 753 14-15.1-6731 2616 12- 4.(-12281 366 TC LATERAL SUPPORT <- 12"0C. DON. LL( 25.0)+DL( 7.0) OH TOP CHORD - 32.0 PSF 5- 6•(-2653) 819 15-10.1-648) 2263 4-13.1 -31) 490 6^ 6=(-21011 614 13- 5-( -]93) 141 BC LATERAL SUPPORT <• 12"OC. UON. DL ON .BOTOTA CHORD - 10.0 PER 7- O.( 01 0 5-14-0 -13) 83 TOTAL LOAD - 42.0 PSP 8- 9•(-2417) 718 14- 6-( 01 178 9-10•(-26491 784 6-15•( -696) 241 NOTE: 2x9 BRACING AT 24"OC UON. FOR LI = 25 PSI' Ground Snow (Pg) 6-15.( -132) 737 ALL FLAT TOP CHORD AREAS NOT SHEATHED • LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL BEARING MAX VERT MAX HOPE BRG REQUIRED BRG Aj4EA -"_•• REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING HET. LOCATIONS REACTIONS REACTIONS SIZE SQ.IH. {SPES) •" For hanger specs. See approved pl (seems)0'- 0.0" -249/ 1468V -141/ 94H 5.50" 2.35 KDDF ( 625) AHDDBBOTTOM CAORD LIVB LOADS ACT NON-CONCtlRRENTLY. ANCHORD CHECKEDFLA DSPAC LIVE LOAD. TOP 35'- 3.3* -241/ 1495V 0/ OH 5.50" 2.39 HOD' ( 6251 O (GOND. 2: Design checked for net(-5 gsf) uplift at 24 "oc spacing.' VERTICAL DEFLECTION LIMITS: LL=L/240, TL.L/180 MAX LL DEFL . -0.155" 9 18'- 9.7" Allowed • 1.718" MAX TL CREEP DEFL • -0.312" 8 10'- 9.7" Allowed - 2.230" MAX NORIZ. LL DEFL - 0.055" 8 34,- 9.7" MAX 008I1. EL DEFL - 0.092' 8 34'- 9.7" Design conforms to main windforce-resisting system and components and cladding criteria. Wind: 140 mph, h-22.2ft, TCDL=4.2,BCDL.6.0, ASCE 7-10,, (ALL Heights), Enclosed, Cat.2, Exp.B, HWFRS(DLr), load duration factor-1.6, r Truss designed for wind loads 7-06-15 15-08-10 11-11-11 in the plane of the truss only. ' f 5-03-12 2-03-03 2-09-09 5-00-12 5-00-12 2-09-092- 03-03 4-07 5-01-08 1' 1 T / f1' 4 f f T 5-07-04 10-00 f 1 ( 7 12 . • 12 3 M-5x6(3) �M-4x6 4 6.00 6.00(7 M-4x6 M-3x4 0.525" M-3x4 e 4 } y" 6 t ;, i M-1.5x3 I o M-3x5 /\/\/ • l ko �. a cr 1 �_ O 1"r 1 " 2 W 0.251'a M-3 M-1.5x3 M-3x10 M-384 x8 M-3x6" o M-5x6(5) • 1. l ). y I' 5-02 6-10-12 6-09 y 6-10-12 9-06-12 4 1 35-03-04 JOB NAME : 5017-B POLYGON - D4 Sale: 0.1742 (�CQ` � P�'�F��'. WARNINGS' GENERAL NOTES,unless Mien**note* \C�'`.0,011.4u„!". /O,} 1.BulOf and erasion°meaelor should be advised ofd General Notes 1.The design le bowed only upon the parameter*shown and!'for an Individual . .��' ,y i •v�. and Warnings before 0o studton commences. bugdWe component AppicabRh Mdm pemn.ters end props 0 Truss' D 4 2.�ou�p�l web brains rant be Metalled ashen shovm InoorporaHon of oompenent N to r la�r,olSle bnilding dodgem. n • 3.Mdoneltampon,,,bre*,bMoue dewy duan,...midi. 2.Design assume,Me by and bottom to Wordy braced et (k'' 79211 ipE ': E 0.0.and e110 o.o.rsspedvelyunka braced throughout Mir lenge'by DES. BY: LA loth'roepansbSly dM areas.Additional penman(brains of mamma eheegdnq suds es plywood MonSMg(TO)Indio,drywel(80). DATE: 11/21/2014 tie overall'devalues Is M remonelbIly of the WNW designer. 3.Ix lmpedbddgIna or lateral bredng required Munn shown*• r 4.No bad Ahovld be applied to any eomponentmlm after M bredng end 4.lotdagen oiling.Is the raepowmaly al Si.respective eonemle. �`�� :� '' ..,. SEQ. : 6120770 raol.naa em templets and at no gni should any bade grow Mer N.wain y,busses aolto be used M a non-corrosive environment, -• �, design bade be spoiled b any covenant. B.end sseum.e 00"Wing.1.8.uppora Mores.Shim°""40.11 :-yT.. . �1wG�N SCI TRANS I D: 412891 !.conalrTra.tan m oInbd mound assumes no mporwroary for M n.00 mry. �' . bbdwdon.bending.shipment end Mddsaen of components. 7,Design sesames adequeM*skint I prodded. �' 'r A 1111111110111111111111111 II,This design Is M 5081,$d.11*opies of Mhot o the ea ite0ons Modelled forth by Won tamest. g Plates shag be IemeiM M dpr au�e both atm Goes album,and planed so Mb earner /i0•,�ls"/)Q_)''r�yr4 4� s1�* W Mrrex USA Inc./C,xtlpu7n»Software 7.6,8(1l}E 10.PaItgEs b,MNvdossvmelm mepbh d�den.garnets E8R-1311,E8R-71a6(MIT.Ya "• 1'J r"1I�� `' EXPIRES:12/31/2615 11111E11Thisdesign prepared from computer input'joy PACIFIC LUMBER-BC BOSOM'.h81140TF6pAVION8 See approved plans TRUSS SPAN 35'- 3.3" IBC 2012 MAX MEMBER FORCES 4WR/UDF/Cq=1,00 TC: 2x4 KDDF 9168TR LOAD DURATION INCREASE - 1,15 1- 2=(-2556) 554 1- 8 (-4271 2151 8- 2•( 0) 264 6-11-(0) 275 BC: 2x4 KDDF 816BTR SPACED 24.0" O.C. 2- 3.1-2043) 520 8- 9.1-429) 2148 2- 9.1-4621 19I WEBS: 2x4 RODE STAND; 3- 4-(-1734) 513 9-10•1-3091 1846 9- 3-1-1021 564 2x4 DF STAND A LOADING 4- 5-1-17551 518 10-11•(-450) 2252 9- 4.1-232) 117 ILI 25.0)+DL( 7.0) OH TOP CHORD • 32.0 PSF 5- 6•(-2067) 526 11- 7.1-498) 2255 4-10=1-198) 109 TC LATERAL SUPPORT <- 12"0C. VON. DL ON BOTTOM CHORD - 10.0 PSP 4- 7.1-2642) 572 5-10.1-1061 577 . BC LATERAL SUPPORT <• 12"OC. DON. TOTAL LOAD- 42.0 PSF 10- 6.1-558) 210 LL • 25 PSF Ground Snow (Pg) BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA NOTE: 2x4 BRACING AT 29°0C UON. FOR LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIFrS) . ALL FLAT TOP CHORD AREAS NOT SHEATHED BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 0'- 0.0" -192/ 1481V -141/ 141H 5.50" 2.37 KDDF 1 625) LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. 35'- 3,3" -189/ 1481V 0/ OH 5.50" 2.37 KDDF ( 625) THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 1COND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing.) VERTICAL DEFLECTION LIMITS: LL=1/240, TI•L/180 MAX LL DEFL - -0.121" 8 17'- 5.2" Allowed = 1.718" MAX IL CREEP DEFL - -0.244" 8 17'- 5.2" Allowed - 2.290" MAX RORIE. LL DEFL • 0.055" p 34'- 9.7" MAX NORIE. TL DEFL • Q.092" 8 34'- 9.7" Design conforms to main windforce-resisting system and components and cladding criteria. Wind: 140 Mph, h=22.7ft, TCDL•4.2,BCDL•6,0, ASCE 7-10,' (A11 Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor-1.6, 13-06-15 7-08-10 13-11-11 Truss designed for wind loads in the plane of the truss only. 6-10-08 6-08-07 3-10-05 3-10-05 6-08-07 7-03-04 I f f f f f f 12 12 i. 6.0017 M-9x6 M-3x4 )4-9x6 ' 36.00 3 4 •i 14-3x4 6 M-3x4 0 . I H 5x6 a o m a Y: A a g /� r F 6 1._______.1..0 10 11 � -ire ' o M-1.5x3 M-3x8 M-3x8 )4-1.5x3 M-3x6 l M-3x5(5) ' ) ) ) y • } • 1 6-08-12 6-05-04 8-06-08 6-05-04 7-01-08 j l j 15-03-04 20-00 y 35-03-04 • JOB NAME : 5017-B POLYGON - D5 • Scale: 0.1782 ' WAANINOS: OONBRAL NOTES,unless otherwise noted: • �,t .PR:OFF: 51 1.Builder end woollen animator should be winged dil heard Nobs 1.The design h based only upon he animaters shown mat b Loran Individual ,,,V.‘1' I(V' p. /n". Truss: D5 endV ,Ingo bebrs conebuoeon commences, building component AppHoae9By el design ammeters and proper ''Cl/0/1177 { /��q� V,y 2.2xd compression w.b brans must be Insisted when shorn. Incorporation of component is the reponsl of he building deNpner. /'�'0/ f'1 { DES. B Y: LA 3.Adam.'temperarybmoMa to bnure„gay eon►bueeon 2.O•eipl uemea the top and bottom chords le a!storey braced at �/ `S�' is the responsibility 2'OA.end at iC ca.raper/hely braced evougheut emir b 4 ' [1'� r r' p sbHNy of the meta.Additional ponnanent bradng of 2(11 by D �.1?E . DATE: 11/21/2014 the owed obtain b then responsibility oche budding designer. 2xI paconlInuost ridgh,gdatinrauehab sdneplywoBubd a where ahem em ro H g b 4.Madden bridging a therespodNyty of the respective „' ,drA `• SEQ. : 6120771 4.No bed Mie ced*rid at componentime tail alter greater hand 4.OeetsnHeee1baseis eshe retob•usofhamspeetleecoNvfren / . fasteners m complete and at no tlms shwW any loath oroabr than a.Owen sssumea►vssss an to ba used M a nohHoohroshe embonmant . 7. TRANS ID: 912891 design bads be spelledte any component dm for'dry eendiHon'ofma /d,.r �� . a.OompeTnis has en control our end wnumes no responaHMAy for She O.Design asavmes H bearing at ell eupporh shown.Shim orwedge It eY p R` ! J,r tebriodon,handling,ehlpmen sod Metalheon of components. Deaton MOOMry, O f iEGON T.Ossign ti shares boated drainage b provided, �V • A_5•J f� ^V 6.This design n bmbhad gobbet to Ore mNtaeons set tort by e.Plates ah cl be boated on both title of hws,and placed an their anter r r `7,4_ �� 111011111 �I�IIII��I�I� ��N)��III�I Iltl n� 7PUWI0A h SCSI,sepia of which MN be MrMshad upon squat B.DIgiN Indicate Meth jointcenterlines. In Ir din O: y 14.. `�P/N; (0 11 Mil's*USA,Ino,/CompuTrua Software 7,6.8(1 L)-E 10.For book connector pbte design values as ESR-1311,ESR-lane(M1retg 1.17eli R)VA` •i EXPIRES:12/31/2()15 I, IIOIIuIINIIII This design prepared from computer input;.by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 35'- 3.3" IBC 2012 MAX MEMBER FORCES 4NR/DIF/Cq-1.00 '• TC: 2x4 KDDF 816BIR LOAD DURATION INCREASE - 1.15 1- 2-(-2556) 700 1-10•(-550) 2151 10- 2-( 0) 1264 BC: 2x4 ROOF 116BTR SPACED 24.0' O.C. 2- 3-(-2043) 616 10-11-7-5511 2148 2-11-(-462) 176 WEBS: 2x4 RODE STAND; 3- 4-) 0) 0 11-12=(-4791 1896 11- 3-(-128) 566 2x4 DF STAND A LOADING 3- 5-(-1734) 643 12-13-(-582) 2252 11- 5•(-242) 151 LL( 25.0)+DL( 7.0) ON TOP CHORD • 32,0 PSF 5- 7-(-1755) 649. 13- 9-(-580) 2255 5-12-(-208) I46 DL ON BOTTOM CHORD - 10.0 PSF 6- 7-( 0) 0 7-12•(-133) 577 LATERAL SUPPORT <- 12"OC. VON. TC LATERAL SUPPORT C. 12"OC. VON. TOTAL LOAD - 42.0 PSI 7- 8•(-2067) 683 12- B-(-558) 200 BC8- 9-(-2642) 721 8-13-( 0) 275 LL • 25 PSP Ground Snow (Pg) NOTE: 2x4 BRACING AT 24.0C VON. FORBEARING MAX VERT MAX HORS BBC REQUIRED BRG A¢EA ALL FLAT TOP CHORD AREAS NOT SHEATHED BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE LIVE LOAD AT LOCATIONS) SPECIFIED BY IBC 2012. LOCATIONS REACTIONS REACTIONS 0116 $0.I0. (SPECIES) �- THC BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF, 0'- 0.0" -263/ 1481V -141/ 141H 5.50' 2.37 KDDF ( 6151 "" For hanger specs. - See approved plans 35'- 3.3' -259/ 1481V 0/ OH 5.50" 2.37 KDDF 1 6 5) (CONI. 2: Design checked for net(-5 paf) uplift at 24 'or spacing.1 VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 MAX LL DEFL - -0,121" Q 17'- 5.2" Allowed - 1.718' MAX TL CREEP DEFL - -0.244" Q 17'- 5.2' Allowed• 2.290' - MAX RORIE. LL DEFL - 0.055" Q 34'- 5.7" • MAX RORIE. TL DEFL - 0.092" Q 34'- 9.1" Design conforms to main windforce-resisting system and components and cladding criteria. Mind: 140 mph, h-23.2ft, TCDL-4.2,BCDL-6,0, ASCE 1-10,- 15-06-15 3-08-10 15-11-11 (All Heights), Enclosed, Cat,2, -Exp.B, mweRS(Dirl, 41 load duration factor•1.6, 6-10-08 6-05-04 2-03-01-10-015]0-09-03-03 6-05-04 7-03-04 Truss designed for wind loads I 1 1 T T 1 1 in the plane of the truss only. �: 13-07-04 14-00 !, f 12 M-Ax6 4 M-3x9 �M-4x6 12 • 6.00 f7 S 16.00 r iT. M-3x4 ,M-3x4 t M-5x6 . o, 0 r A - - -,fr s s g `'ro • of Vl"" M-1.5x3 M-3x8 M-3x8 M-1105x3 M-3x6 or M-3x5(5) y y l 1 l 1, 6-08-12 6-05-04j 8-06-08 6-05-04 7-01-08 y ,I• 15-03-04 20-00 y 1 35-03-04 JOB NAME : 5017-B POLYGON - D6scala: 0.1741 $t.t1 PROfi , WARNINGS: GENERAL NOTES,unlessoternlea noted: ( A, 1,Bader and emotion aonWator should be advlwd of all General Nates 1.This design le based ordy upon he parameters shown and le for en and ldual •�`• \_ei y. jNt�t(p� (0w�� and Warnings before oonsbuoeen eommem euL baring vanponent Apple:ilk et deign parameters and proper .�t�J. v/I/�I/N-( '-v-f7- Truss: D 6Inoorperason e(eongonent li he n.pon.mmN etdre badn8 deelgnen. Z,Ad coir temporary timing re btete9edudtereoMvm+, 2.Oeslgn nomea he by and bonam chorM b1-IaW-By anaed at Ct. . .-•2a a PE t:`, 3.le the Adam'temporery the gr .et More etn6Ery during eoesbcng oT*A,end el 1G a s.respecenly onion braced throughout then Wai1p_tthby DE 3. BY:: LA N the respenamely of the erector.Addlonet pemananl bracing of continuo**heading ouch a plywood sheaatqshrg:3( M ander SYWegSO). DATE: 11/21/2014 fie Peered abUdrt*Oaths responsibility the budding dedgner. 3.Ix Impact bridging n,latent bradergg required where shovm++ /' / . - 4.No iced should be applied to any componentvrdl after all bradng and 4.InetAeOen of bun le he responelbVy of On rnpaseve contraobr. � /► . SEQ. : 6120772 fastener are complete and at no eine should any bade greater than 6.Deign assume*'mesas en to be used In a noncorrosive embonmen1 .•-•"46. l-, design bads W epNled to anY asmpenent aha ata tar"dry"nal.'" dives. - TRANS ID: 412891 5.CumpuTnrs has no control over and assumes no responsibility ler he e,Moet`rnaswma hill bearing ts-svppmh.hewn BMm or wedge H s*p OREGON tebdcaeon,handing.shipment and Mstellaear otcomponenb. 7,Detsd gnomes adequate drainage Is provided. - . . . 3,This dbWfCA h B oeplfurnished a drdte tnvA furrd�h A forth W7a�ie4uest a.Ppm a oo0niada wnuithts obi brihai•of buds end placed se 6reb anter /Q;.J�4.1' 14 �0 > �-. 1111111111111111111111111111 MITek USA 1nalCOmpuTnu Software 7.0.6(14)-E 50.Digits t plate dte esi gn v�vas as Eek 1317,ESR isle(Welt) L P RRtL- ,.."‘;.,4 ' EXPIRES:12/31/2015 • 11E11111111This design prepared from computer input::by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 35'- 3.3" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq•1.00 • TC: 2x4 ROOF 114BTR LOAD DURATION INCREASE = 1,15 1- 2•(-2510) 544 1- 9-(-406) 2134 2- 9•(-181) 84 BC: 2x4 KDDE I1iBTR SPACED 24.0" O.C. 2- 3-1-2291) 528 9-10.(-271) 1845 9- 3•) -17) 04 WEBS: 2x4 KDDF STAND t 3- 4-1-1661) 457 10-11-(-289) 1867 3-10-(-644) 39 2x4 OF STAND A LOADING 4- 5.1-16611 444 11- 7-1-422) 2227 10- 4.1-237) 1 89 LL( 25.0)+DL( 7,0) ON TOP CHORD • 32.0 PSI 5- 6-1-2363) 508 10- 5-1-685) 2247 TC LATERAL SUPPORT ,c- 12"OC. UON. DL ON BOTTOM CHORD • 10.0 PSI' 6- 7-1-2613) 537 5-11-( -14) 468 BC LATERAL SUPPORI <• 12"0C. UON, TOTAL LOAD - 42.0 PSF 7- 8.( 0) 76 11- 6-1-267) 189 OVERHANGS: 0.0" 18.0" LL - 25 PSF Ground Snow (P9) �; BEARING MAX VERT MAX HORS BRG REQUIRED BRG AREA BOTTOM CHORD CHECKED FOR A 20 POE LIMITED STORAGE LOCATIONS REACTIONS REACTIONS SIZE SO.IN, (SPECIES) "' For hanger specs. - See approved plans LIVE LOAD AT LOCATIONS) SPECIFIED BY IBC 2012. 0'- 0.0" -205/ 1481v -199/ 1890 5.50" 2.37 KDDF ( 6151 THE BOTTOM CHORD DEAD LOAD 18 A MINIMUM OF 10 PSF. 35'- 3.3" -269/ 1659V 0/ OH 5.50" 2.65 KDDF 1615) r • ICOND. 2: Design checked for net(-5 psf) uplift at 24 'roc spaclaj VERTICAL DEFLECTION LIMITS: LL-L/240, TL=L/180 MAX LL DEFL • -0.119" @ 17'- 5.2" Allowed - 1.718" MAX TL CREEP DEFL • -0.241" 8 17'- 5.2' Allowed • 2.290" HAD LL DEFL - 0.013" 8 36'- 9.3" Allowed - 0.150" MAX TL CREEP DEFL - -0.014" 0 361- 9.3" Allowed - 0.200" MAX NORIE. LL DEFL - 0.053" 9 34'- 9.7" MAX HORIZ. TL DEFL - 0.088" @ 34'- 9.7" ) 17-05-04 17-10 Design conforms to main windforce-resisting system and components and cladding criteria. 5-10-05 5-08-09 5-10-05 5-10-05 5-08-09 6-03-01 Hind: 140 mph, h-23.6ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,,4 1. T T 1 1' 1' 4 (Ali Heights), Enclosed, Cat.2, Exp,B, MNFRS(Dii), 12 M-4x6 12 load duration factor-1.6, 6.00 p Q 6.00 Truss designed for wind loads • 4.0" In the plane of the truss only. • 4 M te%l%444,044. M-5x6(3) t /_ M-3x9 0.25" �■�a >1.sM341x lIll. • 0, cs 7.-..M-9x4 M-3x4 11.25" 14-3x4 M-3x6+�e 1 M-5x8(9) • Y Y ,1 ,I, y k 8-09-08 8-07-12 8-07-12 9-02-09 • f ), 35-03-04 y1-06 2 JOB NAME : 5017-B POLYGON - D7 Scale: 0.1753 f D {. WARNINGS; GENERAL NOTES,unlessoNtv4aa noted: �<��`� pROF`L%�n1 1.Budder and emotion contactor should be advised of e8 General Notes 1,Thor design Is Dined only upon the parameters shorar and is for an Indfvtdud tit\ , GIN V!•' Truss: D7 end Warnings baton construction commences. • Wading convened AppliceWkry of design parameters and proper �\V. t 2.2x4 compression web bndng must be tatted white shown a, Incorporation of component h the responsibility of the building designer. {4• v l'f �•.M psnrybr■etg t Insure atbmly deMg corttructtn 2,Oa. Resume*the t and bottom chorda t Le lateral:,braced at 3.Addsonaltem Outgo P N i DES. BY: LA p Wiry et Ne erector.Add Oonel permanent bracing el o.o.and et iC o.a.re*atsval unto braced throughout theirwsIt(pD1h OPE Is Ree endco limped sheathing hi gsudres plrvaod shaadrWg(TO) nd%or drywaa(BC)� .� •l,.r y. f • DATE: 11/21/2014 the over►g structs la the responsibly el Era Wilding designer. 3.29 lmmpped bridging astral bradeInmpp required when shown*r .t SEQ. : 612077 3 4,No bad ahold be applied to any component teed seer el bracing end 4.Intlelieson of trues In the responsibly el the teepee Ye contractor, fasteners ate templet and at no time should any loads greeter ten s.Gordon assumes hunsen ere to ha used*a nonwonodva amhonmont, fir !. TRANS I D: 412891 design bads be applied to any sa panent end an ar'dry ecndmon"et use. .fr lr 5.Compumoa hu no control over and assumes no responsibility ter Ne O.Oe a Nrysumes to barring at all supports shown.Shin or wedge it p • r Iit- ,�1 tbdoasen,handing,shiprmnt end astsadon of components. 7.Dealgn assumes eds�uala drainage U provided. '.7 A_OREGON t . mac!"• I.This design Is furnished subject le the limitation,set forth by a.Pats shall be located on both faces of buns,and pieced so Net center �'' `� �. 't' 111011111111110 111I Ills IIIII III �a MI,copies ofwl which will he haM►hedupon request. 9.DIS,Indicaatesic.alpeilae In Whet. 14 IP �� MITex USA,Inc.ICampuTfus Software 7.8.8(11)-E 10.For heels connector plate design values Ree ESR-1311,ESR-19411(6111910 �• � �t Y,r EXPIRES:12/3111/2015 • This design prepared from computer input-by �IIIII I��I PACIFIC LUMBER-BC , �IAi1 N TRUSS SPAN 35'- 8.0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1.80 TTC4YODD? N168TRS LOAD DURATION INCREASE - 1.15 1- 2-( 0) 76 2-10.1-372) 2268 3-10-(-270) fel BC:E: 2x4 KDDF STANDR 2x4 EDF 1BTR SPACED 24.0" O.C. 2- 3•(-2645) 531 10-11.0-259) 1894 10- 4.1 -18) 475 3- 4•(-2397) 503 11-12-1-281) 1889 4-11•(-679) 246 WEBS: 2x4 !MDT STAND LOADING 4- 5-1-1694) 453 12- 8-(-416) 2256 11- 5-(-237) 1125 5.0)+•DL( 7.0) ON TOP CHORD - 32.0 PSF 5- 6-(-1694) 453 11- 6.1-680) 246 TC LATERAL SUPPORT <• 12"0C. DON. LL( 2DL ON BOTTOM CHORD - 10.0 PsF 6- 7-(-2397) 501 6-12-1 -18) 475 BC LATERAL SUPPORT <. 12"OC. UOR. TOTAL LOAD - 42.0 PSF 7- 8-1-2645) 531 12- 7•(-270) #87 8- 9-( 0) 76 ' OVERHANGS: 18.0" 18.0" LL • 25 PSI Ground Snow (Pg) BOTTOM CHORD CHECKED FOR A 20 NSF LIMITED STORAGE BEARING MAX VER? MAX HORZ ERG REQUIRED BRG AREA LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 YSF. 0'- 0.0" -293/ 1669V -205/ 2058 5.50" 2.67 ODD? ( 625) 35'- 8.0" -293/ 1669V 0/ 0H 5.50" 2.67 EODF ( 625) (COND. 2: Design checked for net(-S paf) uplift at 24 "oc apaci6g.1 VERTICAL DEFLECTION LIMITS: LL-L/240, 11.4/180 MAX LL DEFL - 0.013° 8 -L'- 6.0" Allowed • 0.150" MAX Ti CREEP DEFL - -0.014' 0 -1'- 6.0" Allowed • 0.230" MAX LL DEFL • -0.127" 8 17'- 10.0" Allowed- 1.738" MAX TL CREEP DEFL • -0.257" 8 17'- 10.0" Allowed - 2.317" MAX Lb DEFL • 0.013" 6 37'- 2.0" Allowed • 0.15D" MAX IL CREEP DEFL • -0.014" 8 37'- 2.0" Allowed• 0.200" MAX HORIZ. LL DEFL - 0.055" 4 35'- 2.5" MAX NORIZ. Ti DEFL - 0.092" 0 35'- 2.5" ' 17-10 17-10 T Design conforms to main windforce-resisting ' ( T system and components and cladding criteria. 6-03-10 5-09-03 1 5-09-03 � 5-09-03 � 5-09-03 � 6-03-10 � p 12 Wind: 140 mph, h•25ft, TCDL•4.2,BCOL•8.0, ASCE 7-10, 12 (All Heights), Enclosed, Cat.2, Exp.)), MWFRS(Dir), 00 I M 4x6 Q6. , 6.A0 p load duration faceor 1.6, 4.0" Trues designed for wind loads • 5 le' • in the plane of the truss only. 14-5x6 IS) •04%" M-5x6(5) 0.25" 0.25" 4 6 Ts ,n 14-1.5x3 ifif/\ //\1% .. M-1.5x3 t o, / in CP \9 0 • 12 M-3x6 0 1/ 114-3x6 14-3x4 M-Sx8(S5" 14-3x4 I. } /' 1.9-02-04 } 8-07-12 ,‘ 8-07-12 9-02-04 J. ).1-06 35-08 1-06 JOB NAME : 5017-B POLYGON - D8 Scala: 0.1638. v0 i WARNINGI, GENERAL NOTES,unless*therwta.noted: 4` f�ua UIO;. 1.Budder end erection emulator should be advised of eh Genteel Notes 1.TMs design Is based only upon the panmetwe Mown and Is for an Indenting �`� v! I �{�" Truss: D8 sad Wining before consbuasae eammences. building componenL AppdaabSly of dasip+patamslem and proper f'� ' 'y 2.2x4 compression web meting mamba budded where shown•, IneorporNen of cornmeal"the responab4ny efthe MOS designer. 3.Additional temporary aide,I.were adbmty dudng een•buoOon 2.Dean assumes the lop and bottom lords b be latera bleed et +t' o P E r 2'OA end at I P se.repec8vdy unless banged throughout tar WO by DES. BY; LA h the npatelaEly a the erector.Addltlena gammen(mains of oombmoussheathing ouch a.Pbv ood sheatidn5(TO)enter drywsU(EC). DATE: 11/21/2014 he oven*{Man h 011responsibility she wiles,ddsse-. 3.2xImpact bridging or latera bracing__required'Mrs Mown a• r } . 4.No bad should be applsd to any component ung aver all bracing and 4.Inaada4an alms d Ota res onsIb of he icemen cannater. f ;'dam•.: .' SEQ. : 6120774 compo s.Deal memo*busies are to be ate*e a namaerroav$elwbonment Naomi are complete and a no thane should any lads peas then 5a _r n bade be applied to a eempansu. • enders hr'dry oafdMari al use. design ay e.Design auvma fu0"sere,etaq supports Man.Shim erwedge H "� ao �OAI [,(/: TRANS I D: 412 8 91 s.CempUhue hes rm esmra esu end assume'eo nsponeomy for the neesesery. �y, Fst�ste tete• hbdeslan,hsa ng,eidprront and eshdatlan of components. 7.Design assume lamVva.drslags d provided. p"� .47,Q.Y N 5.This design le Mndhed"ablest to the Halogens',than by 8.Pietas Md be lasted on both ham a Suss,end placed**tub maw !v..In Imam. /� h71.4- 0. �" esL lines coincide MR {III I II I Intl Il lr fit HII INl XII M)TT TIRNYTS.lne.CompuTn»Sodware furnishedn SCSL copies death v.01 be 6(1L)-E n� /0.�Malle ee nInetkato�orpfeis edesign ram see ESR-1311.ESR-1515(MITA) rl R 1��' EXPIRES:12/31/2015 lig I IIIIIIII IIIA This design prepared from computer input by IJ PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 35'- 8.0" IBC 2012 HAX MEMBER FORCES 9005/D0F/Cq-1.00 TC: 2x4 KDDF 411BTR LOAD DURATION INCREASE = 1,15 1- 2") 0) 76 2-13-(-1678) 4470 13- 3.1 -486) 1450 19-11"(-436) 103 BC: 2x4 KDDF 81IBTR SPACED 24.0" O.C. 2- 3-(-5079) 1922 13-14-(-1459) 3845 3-14=1-1161) 447 11-20-) 0) 246 WEBS: 2x4 KDDF STAND 3- 9=(-3050) 1240 14-15.1-1018) 2687 14- 4•) -7) 320 LOADING 4- 5-(-2991) 1181 15-17-( -898) 2228 4-15•) -584) 155 . TC LATERAL SUPPORT <= 12"0C. 000, 1L( 25.0)481.) 1.0) ON TOP CHORD• 32.0 PSF 5- 6-(-1718) 638 16-10=1 -37) 93 15- 5•1 -67) 532 BC LATERAL SUPPORT <- 12"OC. 00N. DI ON BOTTOM CHORD - 10.0 PSP 5- 7.) -580) 604 18-19•) -788) 2045 15- 6.) -258) 47 - - TOTAL LOAD - 42.9 PSF 6- 8-(-1750) 691 19-20-( -877) 2299 6-17-1 -55) 267 7- 9-) -469) 611 20-12-( -875) 2302 16-11•) 0) 81 NOTE: 2x4 BRACING AT 24"0C UDN, FOR LL - 25 PSF Ground Snow (Pg) 8-10=(-1487) 538 17-18-1 -757) 1966 ALL FLAT TOP CHORD AREAS NOT SHEATHED • 9-10-) -581) 604 17- 8=( -146) 384 • LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 10-11-(-2259) 1075 18- 8") -122) 163 REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 11-12.(-2696) 1068 8-I9-) -323) 90 OVERHANGS: 18.0" 0.0" 10-19-) 0) 975 ti-1.5x4 equal at non-structural BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP vertical or equal (ton). AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. BEARING MAX VERT MAX HORS BRG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE 00.IN. (SPECIES) "r For hanger specs. - See approved plans • 0'- 0.0" -482/ 1675V -165/ 1750 5.50" 2.68 KDDF ( 625) 35'- 8.0" -414/ 1498V 0/ OH 5.50" 2,40 KDDF ( 625) Unbalanced live loads have been considered for this design. 'COND. 2; Design checked fox net(-5 pat) uplift at 24 "oc spacing.' VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 HAX LL DEFL • 0.013" 0 -1'- 6.0" Allowed • 0.150" MAX TL CREEP DEFL - -0.014" 8 -1'- 6.0" Allowed - 0.200" MAX LL DEFL• 0.205" 0 13'- 7.0" Allowed - 1.737" NAX TI CREEP DEFL • -0.388" 0 13'- 7.0" Allowed - 2,3)7" 15-11-11 3-08-10 15-11-11 1 4-05-12 1-08-12 1 '( MAX HORIB. LL DEFL - -0.119" 0 35'- 2.5" -11-14 4-03-03 6-03-04 MAX HORIZ. TL DEFL - 0.191" 0 35'- 2.5" 2-09 f f 9-05-12 ---/-03^01-----0- 1 '15 f 5-05-04 Design conforms to main windforce-resisting 1 f 1 f 4'-'( 1-'f 1 1' system and components and cladding criteria. 1 12 6.00 P 14-4x614-3x8 " -3x8 M-4x6 12 i :1 6.00 Hind: 140 mph, 11•29.6ft, TCDL•4.2,BCDL-6.D, ASCE 7-10,; 14-3x4 k r (All Heights), Enclosed, Cat.2, Exp.O, MNFRS10i1), load duration factor-1.6, 14-4x6 A I hil. .., 1.4-4x6 End vertical(*) are exposed to wind, Ttusa designed for wind loads 1 �+ 14-3x4in the plane of the truss only. o M-3x4 0 M-3x6 'r M-3x8 �, 000,0--- 1.1-3x4+ 3 4x8 M-A4 M-3x8 0 �: 1 z0 o . M-3x4+ o M- .5x3 M--/x8 0,25 M-1.5x3 M-3x• c 14-5x8 .a 3.75 M-5x8(S) 12 l 2-05-08 4-05-12 4-07-08 2-00-04 4-11-10 5-06-10 5-05-04 6-01-08 1 / y-0e-05-08 10-11-12 22-02-12 t 1-06 35-08 j JOB NAME : 5017-B POLYGON - D9 Scale: 0.1465 Ed PROF • WARNINGS; GENERAL NOTES,unless eAsndse noted; ,t<,\14 �cu'• 1.Budder and ereatIon neobsolr should be advised eel General Notes 1.This design Is based only upon me psrametera shown India for en Individual D'1 G 0,I N' 49/- Truss: D9 end Werninea before combuneom coexnenoes. buOdlog canpenent AppOcab0Ay of dedGl parameters and proper yt�� `i� C' 2.2144 cemprnslon web brides must be Installed where shows. Inwryeradon of component Is me reeponsOrOM of the bulidfn8 de•ISner. /'f / DES. BY: LA 3.Adhetlanc temperer),bndngto Insure etebmy dudeN construction 2.Design neumee the top and bottom chortle toe IotereNybread at "e 1' k me responsibility rims erector.Additional permanent bracing of c o.e.and at la o.o.respeetively units braced throughout their length)by .� ' 2 0 eP)" f' DATE: 11/21/2014 am oraal annduy o the t onslb commaraua eldping;such as pywoodeheemb,g(T)grittier n(SO , cop mty of the bu14Mg designer. 3.2k Impact bddging or lateral b required where*hum 4.Na load should be rppled to ony oempeneM unth oiler all brooms and 4,InetNe6on of truss is the repent@ 011ie respeegw contractor. •/ SEQ. : 612 0 7 7 5 fastener*are eempMe end et notlma should any load*greater Man S.Design assumes bosses ere to be used m a nerhaerreswa environment, � ►' TRANS ID: design keds be eppled to any component - and*re kr"dry condition`erases. 412 8 91 6,canpuTw has no control our and assumes no responsibility for I e N.Design ethane'WO bearing el ell supports shawl.Shim or wedOn If e► "' : t fsbrketlon,handling,shipment endlnetstle8on of Components, •neesssry. T.D•signsuumesade adequate ded, '-p. • OREGON 6.Ills ded la famished fished sub et kms BmBatlaeaeet formqu .Hoe L.l Qy 1�I1I�mIl n��III�I�`I��I I�e,�e�I�.r h by 8.Pkrea chem be located on both Fane el byes,and plead so their eenler ��. II SII II I 'I IIAII 11 CA in SCSI,coulee of which WE be furnished upon request rine*oakdde siz eighths 1p abler tche O P 4 O Wren USA.InoACompuTrue Software+7.0.61-SPt(1 L)-E fa Dr;esa wafrn;a r pPie d In keine, see ESR-131 t,EaR-f96g(Mmp it II • "Qt EXPIRES:12/31/2015 1111 fU11 This design prepared from computer input,by PACIFIC LUMBER-BC LUMBER SPECIFICATIORS TRUSS SPAN 35'- 8.0" IBC 2012 MAX MEMBER FORCES 4WR/DOF/Cq•1.00 IC: 2x4 KDDF 816BTR LOAD DURATION INCREASE - 1.15 1- 2.1 0) 76 2-13.1-1167) 4461 13- 3-( -327) 1448 10-19-(-132) 549 BC: 2x4 KDDF 41611111 SPACED 24.0" O.C. 2- 3•(-5071) 1348 13-14"(-1017) 3838 3-14.1-1154) 339 19-11•(-416) 149 WEBS: 2x4 RODE STAND 3- 4.1-30541 864 14-15"1 -682) 2693 14- 4•1 0) 319 11-20-( 0) 246 LOADING 4- 5-(-2490) 802 15-17•1 -596) 2334 4-15.4 -609) 176 IC LATERAL SUPPORT <- 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PSP 5- 6.1-2164) 746 16-18•1 -27) 102 15- 5-( -248) 894 BC LATERAL SUPPORT <• 12"OC. UON. DL ON BOTTOM CHORD - 10.0 PSF 5- 7.1 0) 0 18-19-1 -567) 2245 15- 6.1 -506) 219 TOTAL LOAD - 42.0 PSI 6- 8-(-2330) 810 19-20-) -596) 2308 6-17-( -26) 251 8-10-i-1935). 676 20-12-) -594) 2311 14-17-4 0) 81 , HOTS: 2x4 BRACING AT 24'OC UON. FOR LL - 25 PSP Ground Snow IPS) 9-10.) 0) • 0 17-18.0 -543) 2158 . ALL PLAT TOP CHORD AREAS NOT SHEATHED 10-11.1-2249) 721 17- 8-1 -59) 176 LIMITED STORAGE'DOES NOT APPLY DUE TO THE SPATIAL 11-12.1-27031 739 18- 8•1 -147) 150 _� REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 8-19.1 -452) 158 OVERHANGS: 18.0" 0.0" i BOTTOM CHORD CHECKED FOR lOPSF LIVB LOAD. TOP BEAAIHG MAX VERT HAX HURL BRG REQUIRED BRG ARBA "• For hanger specs. - See approved plana AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. LOCATIONS REACTIONS REACTIONS SIZE 60.IN. (SPECIgS) 0'- 0.0" -343/ 1675V -125/ 1340 5.50" 2.68 KDDF 1 625) 35'- 8.0' -276/ 1498V 0/ OH 5.50" 2.40 KDDF 1 6251 !COND. 2; Design checked for net(-5 psf) uplift at 24 "oc spacing.) • VERTICAL DEFLECTION LIMITS: LL-1/240, TL-L/180 MAX LL DEFL - 0.013" 8 -1'- 6.0' Allowed - 0.150" MAX TL CREEP DEFL - -0.014" 8 -1'- 6.0' Allowed - 0.200" MAX LL DEFL - -0.203' 8 13'- 7.0" Allowed • 1.717" MAX TL CREEP DEFL - -0.410" 8 13'- 7.0" Allowed - 2.317" 0-06-07 MAX HORIL. LL DEFL = 0,116" 8 35'- 2.5' MAX4-4 HORIS. TL DEFL - 0.194" 8 35'- 2.5" 13-11-11 7-08-10 13-11-11Design conforms to main wtndforce-restating • 1 2-09 4-05-12 9^05-12 1-08-12� 4-08-11 2-11-152-03-03 5-05-04 6-03-04 f system and components and cladding criteria. ( ( ( 4 4 4 4 4 1 4 f 12 12 Wind: 140 mph, h-24.Ift, TCDL-4,2,BCDL•6,0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Di>;), 6.00 G� M-34 g v 6.00 load duration factor-1.6, 14-4E6 144, M-4x6-4x6 5/ M-3x8 End verticals) are exposed to wind, 6 d o Truss designed for wind loads in the plane of the truss only. M-3x4 • // M-3x4 ti i 0 a , I M-3x6 3,• _ , o e'�aT a M- x8 M^3x4 M-3x8 c Z r+ 'N ti! "S3+ o , o 0,00°-'41.r:14-113:1,-4x8 rte M-3 4+x4o M-1.5x3 M-7x8 0,251-„,, 5° M-1.5x3 M-3x6 ' d 3.75 M-5x8 M-5X8(S) • 12 J' 2-05-084-05-12 j 4-07-08 2-00-y 4-11-10 y 5-06-10 j 5-05-04 1 6-01-08 •y 1-062/-05-08 10-11-12 22-02-12 f 1-06 35-08 • JOB NAME : 5017-B POLYGON - D10 Scale: 0.1715 t A WARNINGS: GENERAL NOTOR,unless odendeenoted: .�` "'.‘,A" I O�``rV�... 1.Puler and oration oanbedar ahordd be ednised of N General Notes I.Mk design h booed only upon the panmetem*nom end N for an fndNMual \- ! •t7 Truss: D10 and Wonting.before canabueeon commences. boll m0 component.Pppikabmly oT design pa,smeMn and proper C?' v 1,1, 2,2x4 Son web bracket must be InsteOed vdww shovel+. huxrporaeon of component!'ria responsibility of the bulking deetgmr. ( f 'oma 2.Design assumes Me top and bottom chords to be laterally braced st .LC 0,P '('' DES. BY: LA 3..IU a res temporaryypander le bean atebey during ambustion T co.end et 10'0a.mpec0velyunless bead throughout tisk by -�� E 1 Is the wapensbmly oaths erector.AdaPoenel permmlenl bracing of continuous sheepdog awl'es plywoodeheatdh5(TC)endlor dryavN CI• .� DATE: 11/21/2014 VW overmO sbuetvre l Me responsibility of to buadIng dagney, 3.4x impact bridging or lateral bndng required Wharf shown♦t 4.No load should be applied to any component until alter brecIng and 4.InetsnaPen*Mee Is pie mpenslbltty et 0w respeeeae mentor.mentor.SEQ. : 6120776 t0 hahnvs en omelets aM al no eme should any loath greeter then n.Design mouma busses en to be used In e non.eornWb snrbanmsM, dagpn keds be applied to any oenponem, and are ss"dry condition'bearing 0f um. 1y I. TRANS I D: 412891 6.Compw(III is.no central over end eesuma no reepenelbSly for the e•Deafen ma tug beerho st all suppom shown Shim orwedge W .- p E�>J y;.,. hbrkepon,hsnd8np.41*Ment and beta5s0orl of eompenenla, 7.Design asema adsCate dnkaps Is epnroabled. . G ,'7,�7 ""t.•• A, 111111111111111111111111111111111 G.Thk dssles Is tarnlahed sublet le the aneteaaes set kelt by H.Plates shat be located paentsboth feces o(bass,end plaoad so Nee eater /ys./��,7�.r.14 .4. �Q Av.l�^�.. Mi I7 UB NInoJCompullu WA,cook.ot BcRwerehill be a+7 Hed upon request Ikea mansIde with loint center tines. 8Sp1(S}E 10.For bank connector pkk design values sen ESit 731 t,ESR.tile(M((vYJ V '! - \,. ` A.Diggs Indkde size of In Inches, FRR11:, i EXPIRES:12/31/2¢15 ..I. ..._....................._................................... .. .. 1OIII11111111111 999 ttt 111 I1IlI1! This design prepared from computer inputlby l u` PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 35'- 8.0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-2,00 IC: 2x4 KDDF 014BTR LOAD DURATION INCREASE - 1.15 1- 2•( 0) 76 2-11-(-969) 4461 11- 3.1 -265) 1448 16- 7-)-147) 150 BC: 2x4 HOOF-81iBTR SPACED 24.0' 0.C. 2- 3.1-5071) 1106 11-12.(-846) 3838 3-12•(-1154) 306 7-17-(-452) 128 WEBS: 2x4 RODE STAND 3- 4-(-3054) 694 12-13-(-544) 2693 12- 4•1 0) 319 8-17.(-116) 449 LOADING 4- 5.1-2490) 628 13-15-1-424) 2336 4-13.1 -6091 190 17- 9-)-417) 262 TC LATERAL SUPPORT <- 11"0C. UON. LL( 25.0)+DL( 7.01 ON TOP CHORD - 32,0 PSF 5- 6.1-2164) 598 14-16•) -20) 102 13- 5-( -199) 894 9-18-) 0) 246 BC LATERAL SUPPORT <- 12"0C. VON. DL ON BOTTOM CHORD • 10.0 PSF 6- 7.1-23301 638 16-17-(-408) 2245 13- 6-( -506) 170 TOTAL LOAD - 42.0 PSF 7- 8-(-1935) 543 17-18-(-468) 2308 6-15-) -18) 239 8- 9-(-22491 568 18-10.1-4661 2311 14-15-( 0) 81 NOTE: 2x4 BRACING AT 24"0C UON. FOR LL - 25 PSF Ground Snow (Pg) 9-10-(-27031 593 15-16-( -39I) 2158 ALL FLAT TOP CHORD AREAS NOT SHEATHED 15- 7-( -35) 159 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BEARING MAX VERT MAX HORZ BRG REQUIRED ERG AREA OVERHANGS: 18.0" 0.0" LOCATIONS REACTIONS REACTIONS SIZE 90.I6. (SPECIES) BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP 0'- 0.0" -270/ 1675V -125/ 134N 5.50" 2.68 RDDF ( 6251 "' For hanger specs. - See approved plans AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 35'- 8.0" -204/ 1498V 0/ OH 5.50" 2.40 KDDF ( 625) )GOND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing.) VERTICAL DEFLECTION LIMITS: LL•L/240, TL•L/180 MAX LL DEFL - 0,013" 8 -1'- 6.0" Allowed - 0.150" MAX TL CREEP DEFL - -0.014" 8 -1'- 6.0" Allowed- 0.200° MAX LL DEFL • -0.203" 8 13'- 7.0" Allowed - 1.737" MAX TL CREEP DEFL - -0.410" B 13'- 7.0" Allowed - 2.317" MAX HOR1Z. LL DEFL - 0.116" 8 35'- 2.5" MAX HORIZ. TL DEFL - 0.194" 8 35'- 2.5" Design conforms to main wlndforoe-resisting system and components and cladding criteria. 11-11-11 11-08-10 11-11-11 1 1 11 Wind: 140 mph, h-23.6ft, TCOL+4.2,BCD1-6.0, ASCE 7-10, 2-09 4-05-12 4-08-15 1-05-09 5-03-02 4-11-15 5-08-07 6-03-04 (Ali Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), 1 1 1 1 1 1 ( 1 1 Load duration factor-1.6, 12 12 End vertical(*) are exposed to wind, • 6.00(i- M-4x6 M-4x6 Truss designed for wind loads s M-6x4 M -�x8 e d 6.00 in the plane of the truss only. f M-3x4 r M-3x4 c M-3x6 0 , e- rn M-3x8 > er' )4-5x8 mss. O a-t. t 3 M-3x4 M-3x8 34 m 1 "" ii ;., o t r� • 14-3 4+x4t OM-1.5x3 M-7x8 0.25' M-1.5x3 M-3x6 to 013.75 M-5x8 M-5x8(5) 12 1 S S S S S S S S 1 }2-05-0 y 4 -05-12 4-07-08 2-00-04 4-11-10 5-06-10 5-05-04 6-01-08 Y 11-06/2-05-08 10-11-12 22-02-12 1 1-06 35-08 • JOB NAME : 5017-B POLYGON - D11 Scale: 0.1716 \\4:01 PR.OF.4s. WARNINGS: GENERAL NOTES,unless*then**noted: /- 61 1.Builder and enation tonkaeter should be eddied of al Genal Nates 1.TNM dglgn Is bused only upon the parameters shown and le for an MdvIdaal e�� N' v' Truss: D 11 and Wamhgs before construction commence.. building component.Applied:NO of deelen parameter'end proper C7S t. /O�}" 2.b4 owning Mon web bradtng must be Instaxed where shown se. incorporeOon of component Is the rseponse dRy ore,.butting 8m a. #11] ,Fr 3.&kink el temporary b.achy t.histo elebRly dudng oonabeWon e.Deakin sssumes the top end bottom chords to be lbraly braced et �/ 1 DES. BY: LAr a.o.and at 10'oro,roepeo8w)p suras brewed throughout trek len ff vr]� Is the responsibility of the meta.Additional permmeal hewing ofcontuousgsuch endfor (pBh)). 9 6 P E DATE: 11/21/2014 teevetslstrueh*e 1e the roeponsibliyefths building2elnsctshging or)e%w) acplynoeeufredwhersown4-rywell(BC. belteassignor. �,eat1mp4abadgli alee refp005lboItyof the whereshownn $1~Q. : 6120777 4.No load should ie lete applied b ane Owe should side all ebeeohh and H.D coy as lof m.sb.ohs ow pSoI So see of the en-COrespective easing*, fasteners an complete and acne 8ma.heo(d tiny Nide greeter than H.Oesllm sswmosbvgq sr'W be sed M I noneonoeNa emkonmer*, �° ► :.. design loads be sppged le any component end ere for-dry condition-Musa. f rAyri TRANS I D: 412891 A.CompuTn a has no eonlrol over and assumes no responsibility tor the H.Design suemae fol bgdno el el.uppade shown.814m a wedge If A febdceden,hendene,ahbmem end brslebeeen of Oomponmh, 1 SC nensgry, GREG 7.Design equines extenuate drainage N provided. `� . A.:.' +':I . 111111111111111111111111111111111111111 0.IF design I.furnished subject to the p be Knns eel brei by a.plates shall be located on both fame of hos,she Moodie Urate Banta , r ho��4 TPI N TCA In 8081,oopleo of wench will be hanleted upon request, ones aolnolds win jeuht.),In lino. Q. '�4 4 ,��., MITek USA,Ifo./CGmpuTrua SoRware+7,8,8SP1(1L)-E ter F�o;r bei a ee4n ls wow p la darpn Inches. me EBR•1s11.ESR-1o86 sorra) M ARtt:\- EXPIRES:12/31/2015 This design prepared from computer input by 1111111 PACIFIC LUMBER-BC TRUSS SPAN 35'- 8.0" IBC 2012 MAX MEMBER FORCES 4NR/DDF/Cq-1.00 LIMBER SPECIFICATIONS LOAD DURATION INCREASE • 1.15 1- 2.1 0) 76 2-13-1-1325) 4578 13- 3.) -3741 1482 10-19'1-170) 817 TC: 2x4 EDDY 81&BTR SPACED 24.0" O.C. 2- 3.(-5185) 1510 13-14.1-1154) 3940 3-14•(-1241) 456 19-11.1 -18) 131 BC: 2x4 EDDY STAND; 3- 4.1-3059) 900 14-16-1-1037) 3871 14- 4•) -164) 945 WEBS: 2x4 KDDF $1aBTR A LOADING 4- 5.) 0) 0 15-17-1 -51) 192 14- 6.1-1329) 411 2x4 KDDF 1r67LI( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PST 4- 6=1-2713) 849 17-18.1 -8731 3425 6-16.( 0) 286 TC LATERAL SUPPORT <• 12"0C. EON. DL ON BOTTOM CHORD • 10.0 PSF 6- 7.1-3843) 1172 18-19-I -812) 3060 15-16.) 0) 79 BC LATERAL SUPPORT <• 12"0C. DON. TOTAL LOAD - 42.0 PSF 7- 8.(-3088) 958 19-12-1 -657) 2262 16-17.1 -821) 3247 ' 8-10.1-2235) 709 16- 7.1 -185) 502 LL - 25 PSF Ground Snow (Pg) 9-10•( 0) 0 17- 7.1 -294) 171 10-11•t-2550) 760 1-18.7 -436) 80 NOTE: 2x4 BRACING AT 24"0C EON. FOR 18- 8•I -5) 351 ALL FLAT TOP CHORE AREAS NOT SHEATHED LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 11-12.1-2658) 8018-18.1.105) 351 REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP BEARING MAX VERT MAX HORS BRG REQUIRED BRG AREA OVERHANGS: 18.0" 0.0" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN, (SPECIES) "" For hanger specs. - See approved plans0'- 0.0" -306/ 1615V -82/ 91H 5.50" 2.68 KDDP ( 625) 35'- 8.0" -243/ 1498V 0/ OH 5.50" 2.40 EDDY ( 625) (CORD. 2: Design checked for net(-5 psi) uplift at 24 "oc spacing.' VERTICAL DEFLECTION LIMITS: LL.L/240, TL-L/180 MAX LL DEFL - 0.013" 8 -1'- 6.0" Allowed - 0.150" MAX TL CREEP DEFL - -0.014" 8 -1'- 6.0" Allowed • 9.200" MAX LL DEFL - -0.312" 8 13'- 7.0" Allowed = 1.737" MAX TL CREEP DEFL - -0.626" B 13'- 7.0" Allowed - 2.311" MAX HORID. LL DEFL • 0.140" 8 35'- 2.5" MAX HORIZ. TL DEFL - 0.232" 8 35'- 2.5" Design conforms to mate windfarce-resisting i system and components and cladding criteria. Hind: 140 mph, h-21.7ft, TCDL-4.2,BCDL•6,0, ASCE 7-10,' 9-11-11 15-08-10 9-11-11 (Ail Heights), Enclosed, Cat.2, Exp.B, MHFRSIDi:), load duration faetoc•1.6, 2-09 4-11-08 2-03-03 3-05-09 • 5-03 4-10-04 2-01-1 -03-03 3-08-12 3-11-12 End vertical(s) are exposed to wind, 12 { f 1 1 1 f Truss designed for wind loads 12 S M-5x8IS) a $4-4x6 6.00 in the plane of the truss only. 6.00 p M-5x6 te-3x5 0,?5" M-3x4 ° 6 us i I K-1.5x3 M-3x8 •••7° NsiN cs 1-3x11 tie00.0 1 .a.0 _ -6x8 m_1•180 0 ____....�.�, e1i+ 0 a M-3x4+ • o M-1.5x3 M-3x10 0.25 M-3x8 M-3x6 0 M-3x4+ M-5x10 M-5x6(9) ..ct 3.75 12 y ), y 1 J. 1, y 2-05-08 -05-085-01-04 6-00-04 8 4-11-08 4-08-08 4-10-04 7-06-12 8 1-062-05-08 10-11-12 22-02-12 8 I 8 1-06 35-08 JOB NAME : 5017-B POLYGON - D12 Scale: 0.1719 c E PR.7�F nn GENERAL NOTES,unless afhervifended: rr`�• N (NE `VU/. I.Baldst and erection contractor should be advised ofd General Notes I.This design h based only upon tine pdremdon ahem and Is for en MraNdud ! ) 0y Truss: Dl 2 and Wominee before uaenebucBen oemmerees. building component.Applicability of design perimeters and proper �� ( .0/I• '9 MewporsHon of eempened is the responslbAM of It bending designer. n 2.7x4 esnnpresden web hradng must be totaled dun shown*. 2.Design assumes the tap end bottom chards tots laterally braced at _-g2.8)•C E ('. S.Addmonsl temporary bracing to Inure Oddly during uenseuceon r o.e.end at te'o.0 reapseil'ely rodeos braid 6uoughad Bole Nny�ar by . DES. BY: LA ie The reuponsromM o1 Bra siesta.MiHoeul Parmmerd bndng of continuous sheathing s�as plywood sheddns(TCl ander drywee(eti0). -� DATE: 11/21/2014 Bre owns structure Is the responsIblity of gm Mel designer. 3.28 impact bridging or lateral bradng required where shown u s 4.No bad should ba applied to any component undt altar d bracing and 4.Insbga$an of buss le the responsibiity alto respective as0Wdor. - ;/WNW" •.. •' • S EQ. : 612 07 7 8 furans are complete and at no time ahodd enyloeds greater Oran S.Design easurMa trusses are b be used N a nortmonostve environment. /+eba!-'„ design beds be applied te any componenL end rue ler'dry asndiaon"of use, -6 n ''I�I�.. d.Design assumes fug bearing et ell support show.Bhtfn or wedge If OREGON �. V.. TRANS 1 D: 912 8 91 s.Compuyras hie ne ship over art asadma no respan s.rax neoeseefy. �e MATH"earn Ihandfed.gardened shipment and Ilmnaen of components.both bate. 1.Design ersamee weed on both races**maple bud,a, ` . n � N.TMs design Is bnndMed wb)edte the pmNeSoM eel belt by S.phi"aid be tousled M beth races of bun,and pieced so etelr center • �T�' r.0 • 1111111111111111111111111 u'I I' ��II IPW IICA In BOSI,sapid ofwhtdl wW be furnished won request. Wm coincide men joint cantor Ones, �'`1y/"�".14• I�I��I��IIII�III �nN I(�I�II�� MTek USA,bt ompuTrus Software 47.8.6-SP7(7L)-E S. Fa bwblomss to size Pmu daises Incrsduss see ESR-1311,E8R 18ea(NUS) L: p 1. 1 'VIII NNBIIIII�IINNN EXPIRES:12/31%2015 I01101011I This design prepared from computer input:by 1 PACIFIC LUMBER-BC • LUMBER SPECIFICATIONS TRUSS SPAN 35'- 8.0" IBC 2012 MAX MEMBER FORCES 4NR/DDF/Cg-1.00 ' TC; 2x4 KDDF 1168TR LOAD DURATION INCREASE • 1.15 1- 2-( 0) 76 2-11-(-1130) 4578 11- 3-( -314) 1482 16- 7-( -11) 351 BC: 2x4 KDDF @lBBTR SPACED 24.0" O.C, 2- 3-(-5185) 1273 11-12-( -9861 3940 3-12-(-1241) 452 7-17-(-1065) 286 WEBS; 2x4 KDDF STAND: 3- 4-(-3059) 710 12-14-( -826) 3871 12- 4.( -138) 945 8-17-( -152) 217 2x4 RODE A168TR A LOADING 4- 5-(-2713) 685 13-15-( -42) 192 12- 5-(-1329) 367 17- 9.1 -21) 131 LL( 25.0)+DL( 7.0) OK TOP CHORD - 32.0 PSF 5- 6-(-3843) 963 15-16=( -711) 3425 5-14=( 0) 286 1 TC LATERAL SUPPORT <- 12"0C. UON. DL ON BOTTOM CHORD - 10.0 PSF 6- 7-(-3088) 788 16-17-( -641) 3060 13-14.) 0) 79 BC LATERAL SUPPORT <- 12"0C. DON. TOTAL LOAD - 42.0 PSF 7- 8.1-2235) 573 17-10-( -542) 2262 14-15-( -668) 3247 • 8- 9-(-2550) 608 14- 6-( -130) 502 - s ( 9 1 _= LL - 25 PSF Ground Snow (Pg) 9-10- -2658) 655- 6-( -294) 161 NOTE: 2x4 BRACING AT 24"OCDON, FOR 6-16-( -436) 89 • ALL FLAT TOP CHORD AREAS NOT SHEATHED LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL • • REQUIREMENTS OF IBC 2012 AND INC 2012 HOT BEING MET. BEARING MAX VERT MAX HOU BRG REQUIRED ERG AREA OVERHANGS: 16.D" 0.0" LOCATIONS REACTIONS REACTIONS SIZE MIN. (SPECIES) BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP 0'- 0.0" -241/ 1675V -82/ 90H 5.50" 2.68 KDDF ( 625) " For hanger specs. - See approved plans AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 35'- 8.0" -178/ 1498V 0/ OH 5.50" 2.40 XODF ( 625) (GOND. 2: Design checked for net(-5 psf) uplift at 24 "tic specified VERTICAL DEFLECTION LIMITS: 1.L-L/240, TL-L/180 MAX LL DEFL - 0.013" @ -1'- 6.0" Allowed - 0.150" MAX TL CREEP DEFL - -0.014" @ -1'- 6.0" Allowed - 0.200" MAX LL DEFL - -0,312" @ 13'- 7.0" Allowed - 1.717" MAX TL CREEP DEFL - -0.626" 8 13'- 7.0" Allowed - 2.317" MAX HORIZ. LL DEFL - 0.140" 8 35'- 2.5' MAX HORIZ. TL DEFL - 0.232" 8 35'- 2.5" Design conforms to main windforce-resisting system and Components and cladding criteria. Wind; 140 mph, h-21,2ft, TCDL-4.2,BCDL-6,0, ASCE 7-10,'. (All Heights), Enclosed, Cat.2, Exp.B, NNFRS(Dlr), 7-11-11 19-08-10 7-11-11 load duration factor=1.6, 1 1 1 1 End vertical(s) axe exposed to wind, 2-09 5-02-11 5-05-09 5-03 4-10-04 4-01-13 3-11-15 3-11-12 Truss designed for wind loads 1 12 1 1 1 1 1 1 1 1 in the plane of the truss only. 6.00(7 t4-5x6 M-5x8(S) 12 ' j M-sx5 045" M-3x4 M-4x6 Q 6.00 7 o 4,4 M-3x8 + M-1.5x3 T 14-3x10 ++ " N c. {-: rn - _ __ t•. t 14-6x8M- x8 '- 0o 1M-3x4t 1 nM-1.5x3 M-3x10 0,25 M-cx8 M-3x. I 0 <33.75 M-5x10 M-5x6(S) 12 • l l l ,), l l y l l 2-05-081 5-01-04 6-00-04 l 4-11-08 4-08-08 4-10-04 7-06-12 11-062-05-08 10-11-12 l 22-02-12 : 1-06 35-08 l JOB NAME : 5017-B POLYGON - D13 • Scale: 0.1720 r p r WARNINGS: GENERAL NOTES,union ethervlte Wait ,` �G� 'l•��C . I.Builder and erection oonbater■Mould be advised of all General Notes 1.This design Is based 't.' O(�y s/ Truss: D13 only upon ho parameters shown and I■for an individual and Warnings belle tonsbuetivn wmmhenoe, building component AppBoabB of tlaM J 2.2x4 compression web bating muetba Installed where ahem:4. Ineerporatien of by Bd Plty of the proper \. eMe top Is the responsibility to o1 Bre.Ry bre dalonar. C? DE 9. BY: LA 3.Addtionel temporary bruins to haws sh6Wty Miring oMtrattion A Dolga mums,the hp end bosom Morda tole Wasik breae eS � {Cr .'I f��1�/•I ��.� h the responsibility of the erector.Addition el permanent bracing of V o.o.end al 10'o.c.rapecWey aolae braeed Fr000heut their ie,, ,by •.Q'•• -',....2._ .PE ,. K+• DATE: 11/21/2014 the overall-buchu■h the rn engb oontinuoue Mathing soh e■plywood sh■d yd,erC)andfor dImW6C). r beW ANyofthebu0dfeg GI Wooing 4.IxImy on arsing or N,.rebrad:y�ryquWe reip sham*+ ,44000r SEQ. : 6120779 4.No load should o,le a and h anycemp haul untilaftereredrth and 4.M■tellation of base N o� hi heir CONOVare M a nohworratw environment TRANS I D: 412891deogn 144441,4 WSWto erw component end oro for'dry oondieen•Gloss e' 5,Cempubomimes ban no control oyirm d s■ne responsibilityresponsibilityfor the Oeeion assumes NB bcedag at ail support shows.Shim or wedge if - 0 a fabrication,handing,shipment and brsta0cOen of ompon■nh, 7.Design eauma ode�reh damage h provided. p 74. .A_OR..EC�'ON k. A,Q. 8,This design b Nmyhed ob)eorto the 8ndtcHons Ht forth by 8,Platte alma be lacer. ion both facet Ohms,end pieced se theb cote ;7 11110111111111111111111111111111101 s. ti nc/ mp Trus SOflware 8 of With WII be ad upon ll-Sp1(IL)-E request Pries 1t.Porr b*odnnaeto ptelnt e design ee. see ESIZ4311,EMI088 DdRek) •q f 4 0� MTek USA,IncJCo u s DIBAs IMbsis size of ala 14 Inene. EXPIRES:12/31/2015 This design prepared from computer inputiby II�IIIII�IIII PACIFIC LUMBER-BC r IBC 2012 MAX HEMBER FORCES SNR/DDF/Cq+1.00 • LUMBER SPECIFICATIONS 35-08-00 H0N0 HIP SETBACX 6-00-00 FROM END WALL 1- 2-( 0) 76 012l•tMAX7M) E91F 1ES 3.) -932) 2860 16- 7.( -862) A4 TC: 2x4 ROOF 814BTR LOAD DURATION INCREASE - 1.15 (Non-Rep) 2- 3.1-10106) 3486 11-12•(-2756) 7674 3-12.(-1188) 314 7-17-1-1428) )72 BC: 2x4 ROOF STAND;TR LOADING 3- 4•( -7138) 2664 12-13.1-3776) 9582 12- 4-( -746) 2224 17- 8•( -126) 854 WEBS: 2x4 ROOF 1114BE LI. • 25 PSF Ground Snow (Pg) 4- 5-( -6370) 2414 13-15•(-4672) 11628 12- 5.)-36701 1600 8-18-1-3398) 1412 2x9 ROOF X168TR A TC UNIT LI( 50.0)401) 14.01' 64.0 PLF 0'- 0.0" TO 6'- 0.09-V6•( -9748) 3868 14-16-( -378) 936 5-13') -364) 1214 214 18-19.1--492) 1312 TC LATERAL SUPPORT <- 12"0C. VON. TC UNIT LL) 100.014DL( 28.0)• 128.0 PLF 6'- 0.0" TO 35'- 8.05-V7.(-113861 4628 16-17-(-3882) 9624 13- 6-)-, 2 0.01401( 40.0)- 40.0 PLP 0'- 0.0" TO 35'- 8.09-V8-( -8346) 3438 17-18.4-3356) 6254 6-15-( -74) 504 19-10•) -300) 20 BC LATERAL SUPPORT <• 12"OC. 0014. 8C DNIF LL( 8- 9•( -5230) 2168 18-19.1-2068) 5038 14-15.1 0) 118 TC CONC LL( 250.0)401) 70.01• 320.0 LBS 0 6'- 0.0" 9-]0-( -44) 46 15-16.1-3500) 870815- 7-( -778) 1954 ALL LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL FLAT TOP CHORD AREAS NOT SHEATHED REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING HET. BEARING MAX VERT MAX NOR, BRG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP 0'- 0.0" -1054/ 3101V -53/ 1178 5,50" 4.96 ROOF ( 625) OVERHANGS: 18.0' 0 0" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY, 35'- 8.0" -1238/ 3004V 0/ 011 5.50" 4.81 FOOT ) 625) 1 2 1 complete troasea required. FOND. 2: Design checked for net(-5 psf) uplift at 24 "oc spac9•I -'- Attach 2 ply with 3"x.131 DIA GUN nails aing1Cred: VERTICAL DEFLECTION LIMITS: LL•L/240, T1-11180 9^ OC in 1 row(s) throughout 2x4 top chords, MAX LL DEFL - 0.003" @ -1'- 6.0" Allowed a 0.150" 9" oc 1n row(a1 throughout 2x4 bottom chorda, MAX TL CREEP DEFL - -0.003" 0 -1'- 6.0" Allowed • 0.2)0' 9" oc in I rows) throughout 2x4 tete. MAX LL DEFL • 0.565" 8 1J'- 7.0" Allowed 1.77" MAX TL CREEP DEFL - -1.067' 8 13'- 7.0" Allowed • 2.387' HAX NORIZ. LL DEFL • -0.179" 8 35'- 4.5" f, MAX HORIZ. TL DEFL - 0.286" 8 35'- 4.5" Design conforms to main windforce-resisting system and components and cladding criteria. Wind: 140 mph, h•22.1ft, TCDL•4.2,BCDL+6.0, ASCE 7-10," {All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor-1.6, End verticaits) are exposed to wind, Truss designed for wind loads I in the plane of the truss only. ? 5-11-11 29-08-05 1 12-09 3-02-113-05-07 4-00-02 5-03 5-09-01 f 5-07-05 5-07-05 4 f 43208 f 12 M-Sx8(S) 6.00 v 14-5x8 14-3x6 14-3x4 0 P5" 4-3x6 M-3x8 M-1.5x3 5 6 7 0 9 �° t :::12:1;44110' ' �`^ c ' ril 14-3x8 •��/ 1 h, t I.- _ ^/, 19 rn / M-3x4+ 4-3x10 M-3x9 o 4-1.5x3 M-4x10 0.25 M-3x6 M-3x8 a 4-3x4+ 4-5x8 4-7x12 . M18HS-5x16(5) ' 12 3,75 12 y J. y 1 Y y 05-08-01-04 4-01-14 13-10-06y 4-11-08 5-07-05 5-07-05 5-10-13 l 1-025x05-08 10-11-12 22-02-12 l 1 6 1. 1-06 35-08 } JOB NAME : 5017-B POLYGON - D14 Scale: 1/8' ��r�j PROFS;. WARNIN08: GENERAL NOTES,unless*theme's noted: Gj `aQ,N• lS�.. d only en he penmelar shown and le for an lndNidud ' . ' l+n�(pt io. 1.builder and emotion bee 000nsgue on co be advised or as Gmersi Nobs 1,This design leo•nsst PppU h of dui molten Md pre ar .(,4' .if//I ( .-3'f. end compresoa(me tbroWn oton ammanaa. bmldteg lamp 8n s a Truss: D14Mcaporatlon arcempanentb ho nsB mlbMttyy el 21*btdkleg dYear• C . 3.Ad compressionpo web bradnso Insure sl Nsbsed when drerm+. 2.Decile assume,Ne Np and beltem/nerds Iola lid "Bybnad at a-' s 2*..P E, t 'Ad a,1,v, .temporary,h ,, i." during tbn.h an 2'o.a and al 10'ex.napedtlwly unless braced throughout tiab II_nnt by DES. BY: LA le ha r pansiWNM o/he ens .Adddtond WW1.bthredng of ooMbmoa sheathing such so Awed sheathing(TC)enNm drywd(8C1. / i • DATE: 11/21/2014 he aerse sondem,le harupondbBlty of he beadingdedpna. 3.0c ulbxdpn0 or lateral bracing milled niter,shown // 4.No Mad should be append to any component ante aMr se bracing and y.Ino�'a„um ussb o dma,to bon a 88ty In a nof the e respective namkonr. '. S EQ. : 6120780 Naleaen an complete Ind Alio Imo should soy bads Realer ton design bads bo*speed to any and assumes ane"res Mr*MY and8on"d ims. flus ha no over and assumes no responsibility for M 8.0441stenemabdlbesx40 at al wIV"t""haw,8him rweds,N r,RcfaQN ,-.41. S. TRANS I D: 4128 91 a,caro, taa„m• i ',4. �k` . CA Nbrlagmt,banAb,s,shipment and Installation of components, 7.Design satumea adsau,de dnlnsni b ovided, e+, p1� 1u� pI 8.This do,lpt N 4xnMlad sub)ed to gra Iodations fat Nrh by U.Plates shy be loaded on both faces of tau,and pissed so hen canto, Q; r 4, •4 4 �, shed upon fewest Ihias coincide with pint ants,Iln.s. • 111101111111111 I�I��UI �I�III�I {8I�w��II I MITek USA nc./ComptliluPi SCSI,gooks of S Softwr a+7i O.BSP1(1 L)-E L0.For ba totem,to plaof ts d sign valves tee ESR-1911,EOR-1 SO 0ATek) R.l�-,' . 18 IB EXPIRES:12/31/2015 n I '11 (222'12 This design prepared from computer inputtby 81 PACIFIC LUMBER-BC .1 LUMBER SPECIFICATIONS TRUSS SPAN 6'- 0.0" INC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1100 IC: 2x4 HOOF B1iBTR LOAD DURATION INCREASE - 1.15 1-2-1 0) 76 2-6-(-44) 104 6-5•( 0) 18 BC: 2x4 KDDF 1168TR SPACED 24.0" O.C. 2-3.1-168) 25 5-7-(-94) 205 5-3•) 0 46 WEBS: 2x4 KOBE STAND 3-4-( -23) 30 3-7-c-2111,97 LOADING TC LATERAL SUPPORT <- 12"OC. 006. LL( 25.0)0DL( 7.0) ON TOP CHORD • 32.0 PSP BC LATERAL SUPPORT <- 12"OC. UON. DL OH BOTTOM CHORD - 10.0 PSF BEARING MAX VERT MAX SORE BOG REQUIRED BRG AP.EA TOTAL LOAD • 42.0 PSF LOCATIONS REACTIONS REACTIONS SIEE SQ.IN. (SPECIES) OVERHANGS: 18.0" 0.0" 0'- 0.0" -88/ 424V -15/ 90H 5.50" 0.68 KOOF ( 635) LL • 25 PSF Ground Snow (Pg) 3'- 10.9" -87/ 77V 0/ OH 1.50" 0.12 HOOF ( 6225) 6'- 0.0" 0/ 97V 0/ OH 5.50" 0.16 KDDF 1 625) LIMITED STORAGE DOES HOT APPLY DUE To THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. ICOND. 2: Design Checked for net(-5 Psf) uplift at 24 "oc spaOing.1 BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP VERTICAL DEFLECTION LIMITS: LL-1/240, TL-L/180 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LI DEFL • 0.013" -1'- 6.0' Allowed - 0.150" MAX IL CREEP DEFL - -0.014" -1'- 6,0" Allowed - 0.200" 3-11-11 HAX L1 DEFL " 0.006" 2'- 3.8" Allowed - 0.170" 4 I MAX TL CREEP DEFL - -0.013" 2'- 3,8" Allowed- 0.226" 12 MAX LL DEFL • 0.000" 4'- 11,0" Allowed - 0.078" 6.00 MAX TL CREEP DEFL - 0.000" 4'- 11.0" Allowed - 0,1OS" HAK HORIE. LL DEFL - -0.005" 8 4'- 11.0" MAX HORIE. TL DEFL • 0.008" 0 4'- 11,0" ', Design conforms to main windforce-resisting system and components and cladding criteria. i M-4x6 0 o Wind: 140 mph, h-21.6ft, TCDL-4.2,8CDL-6,0, ASCE 7-10,i (All Heights), Enclosed, Cat.2, EARA, MWFRS(Dij), o load duration factor-1.6, 4 N , Truss designed for wind loads in the plane of the truss only. 1 M fillimimmi... .iLawas.,......._ � � -/ i O 4 ©; I a[ all t imU M-3x4 om c o 0 ' 3x4 M-3x4 M-3x5 /- • y ) s 2-03-12 2-07-05 y 1-00-15 y l y } y 1-06 2-05-08 6-00 3-06-08 • 'PROVIDE FULL BEARINGIJts12,4,7J • JOB NAME : 5017-B POLYGON - DCJ2 . • Scale: 0.5861 WARNIN68: GENERAL NOTES,melees oghaaMe neled: ti•,•• Pf1:QPF t.Builder and median oenhebr should be edntsed of■n Cancel Moles 1.This design Is bared only upon he eremelere shown end N for an iedivldusi Truss: DCJ2 and Warnings before construction commences. building component AppkabSty of design parameter,and proper v�J' •`�Q1 N fO 2.2a4 compassion web bradng noses ted instilled where shown a. Interpenton of component ie the responsibility of me building designer. 'P' Tr / (f��7ijp� DES. H Y: LA 3.Addftlonal larnpar■ry bracing to kw"stability during construction 2.Design assumes the lop end boNam chords to be laterally braced al .�! .��1 I I•! II Is the reepenelbi ey of the'reeler.Additional permanent bracing of 7 wit and st 10'o.e.atpaaswywood a braved throughout their lenyyo��h � ' r f' DATE: 11/21/2 014 the cease structure la the ras continuous sheathing such as plywood eheaedng(Te)endfor Qywa001 pom4pfly of the building after designer. 3.24 Impact bridging or Baro bracing required where shorn+. SEQ. : 612 0 7 8 1 4.No feed should be applied to any component until aMr4 bracing end 4.Deelgneon of beds le the aspob*osn of the respective contractor. fasteners as complete end al no erne should eery roads greater then 5.Design Mar dsy busses an to ba used in a nancoradve environment TRANS I D: 412891 design bads be applied to any component and are for-dry cantata`el use. �',�.", 5.CompulYus hr,no control over end warmer no neponelbgry for the B.Design assumes full bearing el a0 supports shown.Shim or wedge H ti • ry" hbdafen.handling,shipment and Inarogaden of esmoonemo, necessary. 0RE Q B.This 4edpn Is furnished subject to the limitations as/forth by7.Design aasumes"derivete elh flee Is provided. "Q °N ., • 110hli1111IIaiINIII01111IIIQII�� Pidesshallb•lo Print both feces uss,endplasedeshdreemar �-' TPVNffDA h SCSI.copies of which Mil be burnished upon aquas[ lines coincide with(olnt terrace Ilnea / "9.Y Q 0.Digits Indicate site of plate k Whim. .14 '.�' fdiTakUSA,Ina/CtmlpuTfusSoflware 7.8.8(7L),Z tS.ForbaskconneolwplatedesignratwsseeHSR-13n1,ESR•1Dae(hOTeq �[' RRil-L . EXPIRES:12/31./2015 111111111111 This design prepared from computer input.:1)y PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 6'- 0.0" IBC 2012 MAX MENDER FORCES 4WR/D0F/Cq-100 TC: 2x4 ROOF 816BTR LOAD DURATION INCREASE - 1.15 1-2•( 0) 76 2-6-(-130) 207 6-5-) 0) '10 BC: 2x4 RODE' 81611TR SPACED 24.0" 0.C. 2-3-(-276) 64 5-7-(-264) 413 5-3-1 0) ('50 WEBS: 2x4 KDDF STAND 3-4-) -53) 43 3-7-(-425) 274 LOADI)16 TC LATERAL SUPPORT <- 12"OC. UON. LL( 25.01+DL( 7.0) ON TOP CHORD - 32.0 PSE' BC LATERAL SUPPORT <- 12"0C. UDM. DL ON BOTTOM CHORD - 10.0 PSF SCARING MAX VERT MAX HORZ BAG REQUIRED BRG AREA TOTAL LOAD • 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 18.0' 0.0" 0'- 0.0" -88/ 463V -23/ 122H 5.50" 0.74 UDE ( 625) LL - 25 PSF Ground Snow (Pg) 4'- 11.0" 0/ 148V 0/ OH 5.50" 0.24 RDDF ( 625) 5'- 11.7" -51/ 112V 0/ OH 1.50" 0.18 RODE ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND SAC 2012 NOT BEING MET. !COND. 2: Design checked for net(-5 part uplift at 24 "oc spacing.) BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP VERTICAL DEFLECTION LIMITS; LL•L/240, TL-L/180 ' AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL - 0.013" 0 -1'- 6.0" Allowed - 0.150" MAX TI CREEP DEFL - -0.014" 8 -I'- 6.0" Allowed - 0.200' 5-i1-11 MAX LL DEFL• 0.017" 4 2'- 3.8" Allowed - 0.254" MAX TL CREEP DEFL • -0.025" 8 2'- 3.8" Allowed - 0.339" 12 MAX HOER. LL DEFL - -0.013" 8 4'- 11.0" f 6.00 " MAX HORIZ. TL DEFL - 0.016" 0 4'- 11.0" Design conforms to main windforce-resisting I ).( system and components and cladding criteria. Wind: 140 mph, h-22.1ft, TCOL-4.2,BCDL-6.0, ASCE 7-10,; (All Heights), Enclosed, Cat,2, Exp.R, MWFRS(Dir), ca load duration factor•1.6, iTruss designed for wind loads M-4X6 c in the plane of the truss only. tV 3 N .+ r 1 0 m ©�� W=.7.--41 0 m m= M-3x4 l c o • I 1.7.1.7.1 o 0 3x M-3x4 M-3x5 f Y 2-03-12 j 2-07-05 y 1-00-15 1 l y j y . 1-06 2-05-08 6-00 3-06-08 )PROVIDE FULL BOAe1WGIJta12,7,4l • • • JOB NAME : 5017-B POLYGON - DCJ3 ; rale: 0,5361 ,tR�'q.AR�OFF�. WARNING5I GENERAL NOTES,unless othmass noted: (�I(1( V/`. 1.Sunder and ereoeon ou.*sdar ahe,dd be edvhed of ell General Nolo 1.This design h band only upon the ammeters shovel and Is for on hdMduel •l�N ) hD7q �Zi Truss: DCJ3 and wmntngs baton construction ammelsa. banana component Appacebltly of design promoters and proper /�l0� '7' 2.2c4 amp,enlon web bracing must be Installed*Mere shown+. Inoorpanden a1 component h the responsibility of tiro building designer. r r 11 ' g.AddiaenN temporary bracing b hwra stability during construction Z a.pn assumes the top and bomomdtords to to laterally bread et .g� P E , ('. DES. BY: LA is the rapomPomty Ohs ereelor.Addi5oaN permanent brooks of 2'oSn end at 10'o.a respectively ply o d n broad(TC)Ihrosnit that len W DATE: 11/21/2014 the overall aaudere N M responsibility tithe building designer. 3.lx lea t bridging or such so badtn'r.sq Andrerdl:n.tw not++ ' mpg Q �'� 4.Ne Teed should be'mad to any eeapanent until after ea baahg end 4,Instelation o1 trues is the asponNbmN of the napealve contractor. SEQ. : 6120782 hgenen as eemphta and al no tinea should any loads p eelerthm I.Design enamel busses ens ha be used In a noneoneVee ea*alment end are for"dry eondigm'viva. 'j- TRANS 1 D: 412891 &Up bads be applied In say component 6.Design assumes nes besting at M aupporb shone.54dm m vadpo n sf �y D.CampuTnis has nes control over and assume no rospona'bltly far the meaamy. V rebriabn,handing.shipment end bmtuleton of components. 7.a assumes adequate drainage b provided. '}7 . 2!•.' O 'fib': t.lids design is Wished eub)eNto the Bmitaaons est lorth by H.Mates show beloosis an both rem of true,end plead ao Serb center !�'/Q./"�9.y'1.4 Vo...�^�- TINN n SCSI,wife of which v40 be 1111111110110110)(�IIsi iTela USA,InciCsmpuTyua Software 7 furnished(1 L)d 1lines coincide with Niel soder lines. 0.FFa bassk eam ctor ign WNuea aee E8R•1311,BBR-1050 UATok) Se IINF1 R1LN- EXPIRES:12/31/2015 1111111 This design prepa red from computer input'by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 7'- 11.7" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1.`00 TC: 2x4 KDDF 01114TR LOAD DURATION INCREASE - 1.15 1-2-) 0) 76 2-7•) -881 176 7-6•( 0) ,18 BC: 2x4 RODE NILBTR SPACED 24.0" 0,1. 2-3.1-243) 51 6-8-(-l82) 350 6-3•) 0) '49 WEBS: 2n4 KDDF STAND 3-4•(-106) 61 3-8•(-360) 187 LOADING 4-5-) -46) 20 TC LATERAL SUPPORT <• 12"OC. UON. LI( 25.0)+DLI 7.0) ON TOP CHORD • 32.0 PSF - .• BC LATERAL SUPPORT <- 12"OC. UON. DL ON BOTTOM CHORD • 10.0 PSI' TOTAL LOAD- 42.0 USE BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA OVERHANGS: 18.0" 0.0" LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) LL • 25 PSF Ground Snow (P41 0'- 0.0" -67/ 452V -31/ 1540 5.50" 0.72 KDDF I 625) 4'- 11.0" 0/ 132V 0/ OH 5.50" 0.21 NODE ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 5'- 11.2" -108/ 239V 0/ 01( 1.50" 0.31 RODE ( 625) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 7'- 11.7" -15/ 28V 0/ OH 1.50" 0.04 KDDF ( 625) BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP 'COND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing.' AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL•L/240, TL-L/180 I 7-11-11 MAX LI DEFL • 0.013" 4 -1'- 6.0" Allowed - 0.190" of 1' HAX TL CREEP DEFL = -0.014" 8 -1'- 6.0" Allowed = 0.2i0" 5 MAX LL DEFL • 0.012" 0 2'- 3.8" Allowed • 0.254" 12 MAX TL CREEP DEFL • -0.021" 4 2'- 3.8" Allowed • 0.319" 6.0017 MAX^I HORIZ. IL DEFL • -0.009" S 4'- 11.0" MAX NORIZ. Ti DEFL • 0.013" 0 4'- 11.0" , Design conforms to main windforce-resisting system and components and cladding criteria. e m o Wind: 140 mph, h-22.6ft, TCDL•4.2,BCDL•6.0, ASCE 7-10, cot (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dii), N r, load duration factor•1.6, i (4-4x6 Truss designed for wind loads c 1 in the plane of the truss only. I u7 • frImerw--4111111-11.111- 1111_ IMIlceassw-__ 1 NM Pim ¢Ik M 3xA t 3X M-3x4 M-3x5 •A- • 1 y 3. 3' .. 2-03-12 2-07-05 1-00-15 • 1 1 1 3. 1-06 1 2-05-08 5-06-03 1 6-00 1-11-11 I )PROVIDE FULL BEARING;Jts:2,8,4,5) JOB NAME: 5017-B POLYGON - DCJ4 Scale: 0.4691 • ,.,c),, Pt) PR.OFF6 WARNINOB: ONNERAL 00736,Well othendes noted: I V IAD 1.Builder end*mown contactor ehootd be advised of al Oanwl Notes 1.This design Is bred only upon the aremelere shove and Is for en Individual T3:uss: DCJ4 end War Ings baf na conamMon commences. bulnp component. ppliab6Ry ofdesin parameter and proper2.2x1 compression web bracing mut be Installed when show n, Mcopaneon of componentle the repone@pliry of the bciid,,g designer. �'J(/ ((( 3.Addison'temporary bradee to mare atebBN during eonsbuceon 2.Dalen assumes 0r top end bottom chords tope laterally braced al Qz,. 2,is OPE 9. DES. BY; LA b the responsibility al era erector.Pddltlonel permanent bracing of 2'e.o.end et 10'en.respesttroly mines broad throughout 0i*length by 4 i�t` Ne overall structure le the ro sPogl of the btddMp deet er. continuous sheathing such es plywood she minim:UM andfor drywe0(843. DATE: 11/21/2014 span N os 3.Zs Impact bridging or lateral treeing required whore shown*r 4.No load should NI applied le any C mponenl unit afar attuning and 4.0001 a on WWII le the re In b rb00 of the retiree**oomrector, SEQ. : 6120783 fastener are complete and at no gme should any bade peeler than 5.Dalian eeewmee Melees ere to ba used in a ran narresh%enarenment deo*loods be applied to any component. and era tor-dry condNon'of use. • TRANS I D: 412891 5,Compu7rus Mas no Carta over end assumes no ro.pnaebmN for the 6.Design assumes full baring et all supports shown.Shim or wedge N O ('neem �(r Abriou0on,handing,shipment and inelaaston of components. 7,Dalpt,°meanmes odsoseu dranape b provided. '9L.•.A..✓R.EGON n/ p 6.This design b banished eubhot to the mm�eltons eel froth by S.Platesshallbe Nestlinen coincide with edonboth firm el Wei,end placed no their center nt center lines. /O.•s9.rtr 14, h�k.• TPW .. RAO- III��0111 11II`��f 110 III ft MITTek USA,InCA in niComp TILS Software furnished 8 6(1L)'Z requaa6 10.For bob cone %plate design venues see ESR-1311,E$R-laea(1417e14 -4ieTTS O.Diggle dicate sire of ate In incite*. T' EXPIRES:12/31/2015 I9�IIII�If ISI I This design prepared from computer input:by PACIFIC LUMBER-BC i 11 LUM=BER SPECIFICATIONS TRUSS SPAN 9'- 11.7" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq•1:00 TC: 2x4 KDDF 1114BTR LOAD DURATION INCREASE • 1.15 1-2.) 0) 16 2-7.1 -69) 161 1-6.1 0) '18 BC: 2x4 RODE 4160TR SPACED 24.0" O.C. 2-3•(-227) 43 6-8•I-144) 320 6-3•( 0) '48 3-4=(-153) 73 3-8.(-329) 149 WEBS: 2x4 KDDF STAND LOADING 4-5.) -70) 32 TC LATERAL SUPPORT <• 12"0C. UON. LL( 25.0)*1)16( 7.0) ON TOP CHORD • 32.0 PSF BC LATERAL SUPPORT <- 12'OC. U014. DL ON BOTTOM CHORD - 10.0 PSF TOTAL 5.010 • 42.0 058 BEARING MAX VERT MAX FIORE BAG REQUIRED BAG AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 18.0" 0.0" 0'- 0.0" -48/ 446V -38/ 18714 5.50" 0.71 HOOP ( 625) LL " 25 PSP Ground Snow (Pin) 4'- 11.0" 0/ 125V 0/ OH 5.50" 0.20 KDDF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 5'- 11.2" -144/ 305V 0/ OH 1.50" 0.39 KDDF ( 625) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 9'- 11.7" -50/ 102V 0/ OH 1.50" 0.16 HOOF ( 625) BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP 'COND. 2: Design checked for not(-5 psf) uplift at 14 "oo spaclnq.I AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL=1/240, TL=L/180 9-11-11 MAX LL REEL • 0.013" 8 -1'- 6.0' Allowed - 0.150" { 5 -, MAX IL 1MXCREEPLi DEFL - -0.010" 8 -2'- 3.8" Allowed • 0.2 4" MAX TL CREEP DEFn - -0.020" 0 2'- 3.8" Allowed = 0.3.9" 12 MAX HORIZ. LL DEF), • -0.008" 0 0'- 22.0" 6.00 v MAX RORIE. TL DEFL • 0.012" 8 4'- 11.0" Design conforms to main windforce-resisting . system and components and cladding criteria. 1 e" Wind: 140 mph, h-23.1ft, TCDL-4.2,0CDL•6.0, ASCE 7-10," t (Al]. Heights), Enclosed, Cat,2, Exp.B, MNFRS(Dii), o load duration tactor-1.6, I; r Trues designed for wind loads -N.r a in the plane of the truss only. ' c, t o M-4x6 SO CgBw" aae11111111.1111.tie=�.. C es. T d 4,r rNOMMINIMMOLE oi 54-35t4 ii M 3x9 C • 84-3x4 M-3 X5 F , y • 2-03-12 l yy 2-07-05 1-00-15 y j 1-06 , 2-05-08 y 7 y06-03 3' 6-00 3-11-1.1 (PROVIDE PULL BEARING:Jts:2,8,4,5I • JOB NAME •. 5017-B POLYGON - DCJ5 scale: 0.4184 ��t p,RR:�?p . . WARNINGS: GENERAL NOTES,unisesothanAse naiad: GIN `sr. 1.Bueder end Maim eonbaebr should be advised of ell Ocnwl Nates 1.This design is bund eniy upon Iu parameters shown and is foo an idNMud �• .((„� 0' Truss: DCJ5 and Warning.bolero omnbueloo oonrnenees. Duadk:g component Applicability of design Penmeten sad proper t? /UN/M. i I„ 2.an4 compression wah bracing wet Mt bnsMBedwlnn shown•. Incorporation of serpent N Bye nponslbW of tin beaded 0,rer. {, 1.Addnenel%mammy booing to Omura stabmty during comb:Won a•Oaalpn names the MP and bosom sherds to laterally Mimed e .4:t.... -;�Z.._O.p E . DES. BY: LA To.o.andet1P'oA.nsMoearyunleelbnowedoughoutMotle�m�gpM b�y Is the responeadHly of Ms ender.Addllmd permanent bredny of amMuen ehugdng such as plywood sheddng(TO)mdlm dtyan4(BC1. % DATE: 11/21/2014 fie:sang seeders Is thenspondbNtI of the buddingdestpner. 3.2x Imp aabddpng o Ward bradeg required where shown•• � 4.No load should be ppBed to my component:mil after all bracing and 4,inslalaOon of buffs Is the oOponstbRy dim respective conbactor, `r '• ... $EQ. : 6120784 fasteners err oomph:■and at no ams should any beds greeter thy: H.Design aswmse buses Moo be used M a m"•wnosioe embonmanL :/,fie.. y deelprn bads be applied M any oonwronmt end an Mr'dry eondMm':fuse, /.r TRANS I D: 412891 8,OooquTrus hes na:maul oar and emotes no responsroery Mr N,e N,Design mama full basting at aft supports shown.aNm or wedge If • OREGON ll/ %Weldon,hooding,shipment and bmMNdan of components. ossuary. A- . /I,� 1.Deign assumes etted an dobnga isf Was,a "V '. 11gp��IIII IIH1�� Bp11 0.The daslpt k famished ed4am NMI mnastloon set forts by N.Pintas shag be Inns.ato dm ado blets ioOr face,of Was,and pinned a Mab center • +�Q..�chm. L'14 �`,�. •�^� I III81IIIl111111 011 11111.,q Ilgl llal MIT*USA.lnciCornpuTruTRINVTCA In SCSI,oopiaa of s Software 7 Wished wil be 6(114-Z request. Ones coincide With joint 10.'orrbbasMcemmector plate design velum see EBR-1811.ESR-19911(NITH4 illir, F?Rtl:, • EXPIRES:1 2/81/2G1 5 1MIIIIIII This design prepared from computer input.by PACIFIC LUMBER-BC • LUMBER SPECIFICATIONS TRUSS SPAN 11'- 11.7" IBC 2012 MAX MEMBER FORCES 4WR/DOF/Cq•1.00 TC: 2x4 KDDF 0118TR LOAD DURATION INCREASE = 1.15 1- 2•( 0) 76 2- 8-( -82) 166 8- 7•) 0) .18 EC: 2x4 KDDF I1OBTR SPACED 24.0" 0.C. 2- 3-(-233) 46 7- 9-(-170) 331 7- 3•1 0) :48 WEBS: 2x4 KDDF STAND 3- 4•(-189) 87 3- 9•(-341) 175 LOADING 4- 5.(-105) 54 TC LATERAL SUPPORT <• 12"0C. DON. LL( 25.00+014 7.0) ON TOP CHORD• 32.0 POP 5- 6-( -41) 19 b BC LATERAL SUPPORT <• 12"0C. UON. DL ON BOTTOM CHORD• 10.0 PSF TOTAL LOAD • 42.0 PSF OVERHANGS: 18.0" 0.0" BEARING MAX VERT MAX HORZ ERG REQUIRED BRC AREA LL - 25 PSF Ground Snow (Pg) LOCATIONS REACTIONS REACTIONS SIZE SQ,IN. (SPECIBS1 0'- 0.0" -32/ 449V -47/ 222H 5.50" 0.72 KDDF ( 6251 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 4'- 11.0" 0/ 128V 0/ OH 5.50" 0,20 ROOF ( 65) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MST. 5'- 11.2" -135/ 282V 0/ OH 1.50° 0.36 KDDF ( 615) 9'- 11.2" -105/ 212V 0/ OH 1.50° 0.21 RDDF ( 6 5) BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP 11'- 11.7" -17/ 37V 0/ O11 1.50" 0.06 KDDF ( 6,5) AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. • 11-11-11 'COND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacit,g.1 1' , 1' VERTICAL DEFLECTION LIMITS: LL-L/240, TL•L/180 r MAX LL DEFL • 0.013" 0 -1'- 6.0" Allowed • 0.150" 'n MAX IL CREEP DEFL - -0.014" 0 -1'- 6.0" Allowed - 0.240" /� MAX LL DEFL • 0.011" 0 2'- 3.8° Allowed - 0.244" MAX TL CREEP DEFL • -0.020" 8 2'- 3.8" Allowed • 0.3:9" 5 1' 12 MAX HORIZ. LL DEFL- -0.009" 0 4'- 11.0" , 6.00 ' /, MAX HORIZ. TL DEFL • 0.013" 8 4'- 11.0" Design conforms to main windforce-resisting system and components and cladding criteria, ' On I Hind: 140 mph, h-23.6ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,, ev o (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Di ), '1load duration factor-1.6, , Truss designed for wind loads ' in the plane of the truss only. r M-4x6 3 in X1 • orte, r- M-3x4 - 1 M-3x4 M'3x4 0 M-3x5 f l 1. ). ' 2-03-12 2-07-05 1-00-15 .0 ). 1. 1. 1-06 1. 2-05-08 y 9-06-03 l 6-00 S-11-11 (PROVIDE FULL BEARING;Jts:2,9,4,5,61 JOB NAME : 5017-B POLYGON - DCJ6 Scale: 0.3700 '''' .RROft S. WARNINGS= GENERAL N07011,mien ohorebo noted: 1.Builder and erection eonbaetor should be advised of a0 General Molest 1.Thla design Is based only upon me parameters shown end Ie for an Indhkuel • ` Q N s(0 Truss: DCJ6 and WonWbge beton constuo11on commences. building component.Applicability of design perimeters end proper ' 4, 2.2x4 eonpnaden web bracing must be[Welled when shown e. hkotporegon of component le Me r o1�681y of the Wilding dal r '!r asp L pie `91zL� 7.Add'donsi is n brad Io lnsun sis 2.2'O. enemas Me lop end bottom nerds to a throughout bread el nibs ry mf 6&y dodo eaabucgon N n DES. BY: LA k the responsibility of Ore ercolor,Additional permanent bradng of continuous sod at 1ea 10 such es ply wine bra,Mg(M andul hayw.IKB)by �C j (�' he overall structure b the ns g 2a Impact aheetlg or avelateral b sours re aired T oe,, KBS DATE: 11/21/2 014 poroomp or nta bWldn dad er. 3,L1 tmPeelbdd0lle or onebaring required reaped** e pa shown lr , SEQ. :' 6120785 4.No load should be applied to tiny component ung)after all bracing end 4.Design ofh es b he responsibility of the reaps el eemolroe Q• faelenen ate complete and aloe Ome should any loads gmakratee S.Design assures trusses are to be used k a nen•arnelve emhonment • design loads be applied to tory component and an for-My eondwen'of use, `'dsee• '�''�~ .. TRANS I D: 412891 6.CompulM has no oonbel over and auums■no responsibility kr the 6.Design assumes lug beating et tip supports thews.Bhlo or wedge If VA .' 1p 1 f ,, /CC hbrksHon.bending,shipment and Insf0ehon of cemponems. 7.Design nemas adequate drelnage b provided, 4• •A-v t iE Q1 TNS. A, e.This design is furnished sublet to the lndt.Hons he forte byTPe.plates shaft be locatedon both face•tutees,and placed so(heir anterlillal coincide with < ;`"'"'f�,_14 116°'-'0".. ,•y 111011111111111111111111111011 MRek U9„Ina/Co NIX pmpuTrtu Software 8ies of width will be ,8(11)Z request.d upon tn.per Duk connectorrplats design value;see fi8R-1311,ESR•19118(Mfrip �1 ry{ T' t center gnu. X Glom Indhale size of a%Mlnches. EXPIRES:12/31/2015 • This design prepared from computer input,by 111111111This LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 6'- 0.0" IBC 2012 MAX MEMBER FORCES 4NR/DDF/Cq"if00 LOAD DURATION INCREASE - 1.15 • 1-2.1 0) 76 2-4-(0) 0 TC: 2x4 KDDF N1aBTR SPACED 24.0" O.C. 2-3°(-70) 40 BC: 2x4 KDDF ila82R ` TC LATERAL SUPPORT <. 12"OC. UON. LOADING BC LATERAL SUPPORT <• 12"0C. UON. LL( 25.0)+01) 7.0) ON TOP CHORD - 32.0 POP BEARING MAX VERT MAX HORS BAG REQUIRED ERG AREA DL ON BOTTOM CHORD • 10.0 POP LOCATIONS REACTIONS REACTIONS SIZE SQ.[N. (SPECIES) OVERHANGS: 14.0" 0.0" ROTAS LOAD - 42.0 PSI' 0'- 0.0" -104/ 407V -7/ 590 5.50" 0.65 KDDF ( 625) 1'- 10.9" -85/ 82V 0/ OH 1.50" 0.13 KDDF ( 625) LL • 25 PSF Ground Snow (Pg) 6'- 0.0" 0/ 49V 0/ OH 5.50" 0.08 KDDF ( 6'15) LIMITED STORAGE DOES HOT APPLY DUE TO THE SPATIAL )GONG. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing.) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL-L/240, TL•L/180 • BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP MAX LL DEFL • 0.013" 8 -1'- 6.0" Allowed= 0.150" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX Ti CREEP DEFL • -0.014" 8 -I'- 6.0" Allowed - 0.2Q0" MAX TC PANEL LL DEFL - 0.004" 4 1 0.8" Allowed • 0.097" MAX BC PANEL TL DEFL • 0.006" 8 1'- 8.5" Allowed • 0.334" MAX BC PANEL LL DEFL • 0.013" 8 2'- 8.6" Allowed • 0.250" MAX BC PANEL TL DEFL • -0.021" 8 3'- 1.4" Allowed • 0.334" 1-11-11 MAX HORIZ. LL DEFL • -0.000° 0 1'- 10.9" • 1 T MAX 008I1. TL DEFL • -0.000" 8 1'- 10.9" 12 Design conforms to main windforce-resisting 6.001 system and components and cladding criteria. ' Nlnd: 140 mph, h-21.Ift, TCUL•4.2,BCDL-6,0, ASCE 7-10,', (All Heights), Enclosed. Cat.2, Exp.B, MNFRS(Dix), load duration factor"1.6, Truss designed for wind loads / in the plane of the truss only. r • r .�' o a N G M I O G , • e2 tL`'a4 i N I 4 M-3x4 r e r i. ) 1-06 [PROVIDE FULL BEAR0NG,Jts:2,3,4I 6-00 JOB NAME : 5017-B POLYGON - DJ1 ; Bale: 0.6236Rafi'. WARNWOH: GENERAL NOTES,unless oetuwbe noted: rr�, .-` s I,8u4dw and ete.en contractor should b.*Mend of a Gene l Nola 1.TVs design h based only upon hs rameter*shown and b for an hWMdcel \J �Na'I N 1/p; an Wendt's',balms conebuNmt oommenen. heeling eespmPenenLMPs0W�r of dad PmmM.n sod proper 11 j /,h7Dy' Truss DJ1 bomporaonofes ntbherapopm�luagofh.bu8*u4 desire'. 4l/ ' II.1 ' , , 2.Additional tempoarbbraoWDamelb.NemNdwfiere.howwr. 2.Day"nouns ms OP end holism ehmde to b.Wm*BPbreall RI `-.2110PE : c". 3.A the rest bmpmaryMosior t r.Ars shbely rmns nt lamina of T o.n.and e110'o.o.reapemwly unless braced wneh.td web bI' DES. BY: LA Is the responataly of w.orator.A4dManel permanent lamina continuous sheeting own es plywood shs*Jng(TO)andrerdryvn )• ,. DATE: 11/21/2014 the overall ebu.bna le wan tesponettliS of he building designer. 3.2x Impact Wiping&latent Brod rewired where shorn•• 4.No bad should be appged to ray component.Mil after ell bracing and 4.Inetaeesa Mime b ha respomNb of he respecave contractor. • r'jt:',�. : 6120786 fabn.re ore samptete end at no ems should ray Wads grater Oran S.Design mama bases are to be used In 5 nenoonmtve environment .{.,�..:... , '. design Weds tN applied to soy component end an rot"dry condition'of use. TRANS I D: 912891 s:Compuiyua has no control over and assumes no is mwnfbary for sot ti.Designmery.mss ndt b.athg old speed.sAavm.thin m wedge If „� ORE GQIU ti, 1.f(• febdcMon,banding,shipment and I l.4snon of ampanards, T.resyn eamana weeuata drainage b provided. �''.'7e Y o1. 6.This design Is MNeMd entitle(to M brdlelbm set foal by e.Pities*hen be leveled on both Noes of bwe.end Mooed do web center /40..Atio f "4 I 11 111 II I I nER IIs 7EE�IIE'BI�EI T S,)ric�/Compti i$SoRWmfe 7.6.6(1 L}E request. int center Stec O�Indians dnth rop piste dette sign velum ane EER-1311.ESR.)OHH(MITeb) "4. II IRR('il '`Z'E I' II IIWrek RRtii��- . . EXPIRES:12/31/2015 p I IIIIIIIIIIIIII This design prepared from computer input: by PACIFIC LUMBER-BC , LUMBER SPECIFICATIONS TRUSS SPAN 6'- 0.0" IBC 2012 MAX MEMBER FORCES 4NR/DDF/Cq-1.00 TC: 2x4 ROOF IIaBTR LOAD DURATION INCREASE- 1.15 1-2-( 0) 76 2-4-(0) 0 BC: 2x4 RDDF HIEBTR SPACED 24.0" O.C. 2-3-1-10I) 68 r IC LATERAL SUPPORT <• 12"0C. UON. LOADING BC LATERAL SUPPORT <- 12"0C. DON. LL( 25.0)4011 7.0) ON TOP CHORD • 32.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA DL ON BOTTOM CHORD • 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIE) OVERHANGS: 18.0" 0.0" TOTAL LOAD • 42.0 PSF 0'- 0.0" -87/ 478V -23/ 1228 5.50" 0.76 RDDF ( 625) 5'- 9.2" 0/ 74V 0/ OH 5.50" 0.12 KDOF ( 625) LL - 25 PSF Ground Snow (Pg) 5'- 11.7" -66/ 160V 0/ OH 1.50" 0.26 KDDF ( 625) LIMITED REQUIREMENTSAOF IBCDOES 2012 AND LIRCU2012 NOT BEINGTO THE AMET. L (CORD. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing. VERTICAL DEFLECTION LIMITS: LL•L/240, TL-L/180 BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP MAX LL DEFL - 0.013" 1 -1'- 6.0" Allowed + 0.1$0" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL • -0.014" 1 -1'- 6.0" Allowed - 0.200" MAX TC PANEL LL DEFL • 0.080" 0 3'- 7.2" Allowed - 0.306" 5-11-11 MAX TC PANEL TL DEFL = -0.092" 1 3'- 4.8" Allowed - 0.593" 1' 1' 12 MAX HORIZ. LL DOFF, • -0.001" 1 5'- 10,9" MAX RORIE. TL DEFL • -0.001" @ 5'- 10.9" A- 5 00 ' 3 -r Design conforms to main windforce-resisting system and components and cladding criteria. ' 0 Wind: 140 mph, h-22.1ft, TCDL-4.2,8CDL-6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, NNFRS(Dir), load duration factor•1.6, - Truss designed for wind loads in the plane of the truss only. ,-1 0 N 0 i N t M 0 Y -r' F • M O . i .I O O `� r. a M-3x4 ' I /, 1, y 1-06 6-00 'PROVIDE FULL BEARING;Jte:2,4,3I • • • JOB NAME : 5017-B POLYGON - DJ3 Scale: 0.5736 G {tom t�p/� • WARNINGS= Y�Gv A'ROFl"C. GENERAL NOTES,edses°Mends.noted: rrc �� 1.Budder and eroeeoeonbaclor should be advised of an General Notes 1.This design Is tined Only upon y m pmmetera shown and t for an Individual '' ,I N %. Truss: DJ3 end Wemines before cunebuction commence,, building component.Applicability of dellen parameters end proper '1�� 2.2x4 compression w.b bracing must be msWed when shone 4. Incorporation of oomponentIs the respenstbiBgt�t,of the building Madinat, /),/d .' DES. B Y: LA 3.Additional temporry Wooing to Insure MAID during construction 2 Design assumes the lop and bottom chorda lobetie sly braced at 441 /�('•"/ • YT7 t the reeponW6Nly of Ma ender,Mdidenel permanent bracing of 2'o.a.and at 10'e.g.rapacNaty unless bread throughout their una�ryry by .�' 9 ��.p� �'. DATE: 11/21/2014 cite wend structure t the roe anewosnsnuaue dheends,mob es plywood a deal sm(TC)amEar dryxmlRBO), p mry oldie bidding designer. 3.2x Impact bridging or UI,e(bracing inquired where shown 44 SEQ. : 6120787 4.No load should be applied lo any component until sitar NI bracing and 4.Insle4tan Oboes is Ms rraappone@Bty of the remedy.contractor, h.teners an*emplane and at no time should any boos master tan N.Design assumes Menu aroio be used N.noneana,asNs environment, .. TRANS I D: 412891 design bads be applied to any component. and earefor"dry oomddon•of use. / .:..' .OompeTrw ha na eenbd over mad alum..no r..pond6Gly tot th. N.Design assumes NII bearing et all support dom.Shim or wedge If to I necessary. '9: O REGONtbdcation,banbant's.etpmenlendlnottetion ofcomanrrt. T.Deslpn assumes ed,egait.drgeom h presidede,Thr design t Punished rrbleat to theIlMlatlom col ten bY d.Plates shatis lnstedon both hn altrues,and plead w dab abler � .ycoincide sdiii Joint center iln et. v • 'Q • . 2,°IlllI'I'IITIli1 111)IliII11Ali TPPYYTCA� B,copies arachnid be furnished upon request,M0 InC/COmpuTnra 9oftwmra T.B.B1 uWyioconpdNhes.a �Ptah ea£aR-1311.£Rlies( Rex) EXPIRES:12/31/2615 a. This design prepared from computer inputpoy 1E111This LUMBER-BC . LUMBER SPECIFICATIONS TRUSS SPAN 7'- 11.7" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1400 LOAD DURATION INCREASE • 1.15 1-2•( 0) 76 2-5•(0) 0 TC: 2x4 HOOF 816SPACED 24.0" O.C. 2-3•(-127) 92 BC: 2x9 KDDF Il40TR TA • 3-4-( -64) 25 TC LATERAL SUPPORT <- 12"0C. SON. LOADING • BC LATERAL SUPPORT <• 12"OC. VON. L1( 29.0)+DL( 7.0) ON TOP CHORD • 32.0 PSP DL ON BOTTOM CHORD • 10.0 PSE BEARING MAX VERT MAX HORZ SRO REQtlIRED BRG AREA OVERHANGS: 18,0" 0.0" TOTAL LOAD - 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE 59.104. (SPECIES) 0'- 0.0" -59/ 456V -30/ 151H 5.50" 0.73 KDDF ( 625) LL • 25 PSF Ground Snow (Pg) 5'- 9.2" 0/ 67V 0/ OH 5.50" 0.11 RODE ( 625) 5'- 11.2" -136/ 337V 0/ OH 1.50" 0.43 HOOF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 7'- 11.7" -13/ 5V 0/ OH 1.50" 0.01 ODDS ( $25) REQUIREMENTS OF IBC 2012 AND IAC 2012 NOT BEING MET. ICOND. 2: Design checked for net(-5 pef) uplift at 24 "oc spacing.( BOTTOM CHORD CHECKED FOR IOPSP LIVE LOAD. TOP VERTICAL DEFLECTION LIMITS: LL•1/240, TL-L/180 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY, MAX LL DEFL • 0.013" 0 -1'- 6.0" Allowed - 0.150" MAX TL CREEP DEFL - -0.014" 0 -1'- 6.0' Allowed • 0.200" MAX TC PANEL LL DEFL • 0.047" 0 2'- 9.3" Allowed • 0.358" MAX TC PANEL TL DEFL • -0,051' B 2'- 11.9" Allowed • 0.596" MAX ROR11. LL DEFL • -0.001" 9 5'- 11.2" MAX HORIE. TL DEFL • -0.001" 8 7'- 10.9" • r - 12 Design conforms to main windforce-resisting 6.00(7 I( system and components and cladding criteria. 1 Wind: 140 mph, h•21.2ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,,: (All Heights), Enclosed, Cat.2, Exp.B, MNFRS(Dit), load duration factor•L.6, Truss designed for wind loads i h in the plane of the truss only. n1 0r t N P O 1 1 1 1 O . O r 1,1 f rn O 1 a -i M-3714 F • l y 6-00 l 1-11-11 y 1-06 (PROVIDE FULL BBARING),7tS:2,5,3,41 , JOB NAME : 5017-B POLYGON - DJ4 ; 0,4816 0. PR.QFF . WARNIN08: OENERAL NOTES,unless rehandle noted: 1.guilder and emotion contactor should be adNesd of e6 General Motet 1.This design is land o,Ity upon en ramNen show and Is for an Individual J/I�f"�/ and Wettings before omabucden commences. building component Appyoey�r ensign pammetms end proper '(l/Irl. 'p,,,, 5 .* Truss:: DJ4 incorporation or component N Sas resppoondbl of he budding Ostrom S.2a4 compression verb Madan mutt M Instated ohms Munn+. _,Dellen assumes the top and bottom sherds le le IzlraSP braced et _•'2.11 p�, 1,- 3.Additional tempwu/braemg to inure stability during eon4vaSa1 T o.c,end 41 10'Le.enpacdvalr unites braced f,roughaot their lenueltlht by DES. BY: LA is ht reponeadety of the erector.Additional permanent bruin of canenuoua*headline such as plywood sheasdn6(TO)soder dty,n0(BO), DATE: 11/21/2014 Me overall structure le to nspon,Shcty of the budding enigma, 3.Ia Impact bridging or Wend bracing revoked"Mere shown 4 4 41;4°1- !� ;4° . 4,No load should be eppOed es any component anal eller ell bracing and 4.Inettfaeon of butt is here slblety of the rumen contractor. ,. SEQ. : 6120788 fasteners ara complete end at no time aheuld my loads greater than S.Design assumes Zinn en Io be ased„a non-eort0Nw aiNronmen4 !`a design loads be applied to any component and are for"dry foe eon'of use. TRANS I Q: 412891 a.Oon,nThn has no control sort and assume no respo0NbIM for dm O.Design p seeding at e.all supports sAonn Ohne?wedge 0 •l a d REGON .. ;•k� faWlas0h0.MndWq.ahlpNlerrtand MtedetiMto/corpanesb. 7.Deapnanumnadenodie nlnegehrroNded. • ,L/"•' 47 • • upondesign B.Plebs ehaH be Waled on both aced Rues,end pined so 05*center • /Q.. Q.1' .�4 20 :�+'j j� N'I N1nI� 4.Thb 4lo.R I.SCSI.ea et aiming,WO M the Maidens furnished u ni hal Luby hies coincide with Mint center MM. I I�III111110 111gN II ILII IIIII III MITe USAmlnc/CompuTru Software 8,6(11) impost. 10.Fe bask ee niin p to design values see ESR-1511.EUR•1 MM(Musk) "` f 11 222222 ABInHHI ) RRII-, •• • EXPIRES:12/31/2615 I 1 IIIIIIIIIIIII This design prepared from computer input'by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 9'- 11.7" IBC 2012 MAX MEMBER FORCES 4WR/D0F/Cq-1:00 YC: 2x4 HOOF AIiBTR LOAD DURATION INCREASE- 1.15 1-2-1 0) 76 2-5-10) 0 ) BC; 2x4 KDDF 014BTR SPACED 24.0" 0,C, 2-3•(-170) 98 3-4-( -76) 34 TC LATERAL SUPPORT <- 12"0C. VON. LOADING , BC LATERAL SUPPORT <- 12"0C. UON. L1.1 25.0)+DLI 7.0) ON TOP CHORD - 32.0 POP DL OH BOTTOM CHORD - 10.0 PSF BEARING MAX VERT MAX HOR0 BAG REQUIRED BRG ATEA OVERHANGS: 18,0" 0.0" TOTAL LOAD • 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 0'- 0.0" -41/ 452V -38/ 1821) 5.50" 0.72 RODE ( 625) LL - 25 PSF Ground Snow (Pg) 5'- 9.2" 0/ 66V 0/ OH 5.50" 0.11 KDDF ( 6?5) 5'- 11.2" -157/ 3681 0/ OH 1.50" 0.47 KDDF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 9'- 11.7" -45/ 95V 0/ OH 1.50" 0.15 KDDF ( 625) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING NET. BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP (COND. 2; Design checked for net(-5 psf) uplift at 24 "oc apacing.l AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: L1=L/240, TL•L/180 MAX LL DEFL = 0.013" 0 -1'- 6.0" Allowed - 0.150" MAX TL CREEP DEFL - -0.014" @ -1'- 6.0" Allowed - 0.200" MAX TC PANEL LL DEFL • -0.028" @ 2'- 11.9" Allowed - 0.398" MAX TC PANEL TL DEFL • -0.048" 0 2'- 11.9" Allowed - 0.596" MAX HORIZ. LL DEFL - -0.002" @ 9'- 10.9" MAX HORIZ, TL DEFL • -0.002" 0 9'- 10.9" -, Design conforms to main windforce-resisting , system and components and cladding criteria. 1 12 rt 6.00(7 Wind: 140 mph, h-21.7ft, TCDL-4.2,BCDL-6,0, ASCE 7-10,5 (Ail Heights), Enclosed, Cat.2, Exp.B, 11WFRS(Dir), load duration factor-1.6, • Truss designed for wind loads T in the plane of the truss only. • N t� t O .N-t 9 O O IA • ko M O I O ►a / • csi M-3x4 r- y ), y y 1-06 6-00 3-11-11 (PRpVIOE DULL BEARING)Jts:2,5,3,41 • JOB NAME : 5017-B POLYGON - DJ5 Scale: 0.4184 1J PRO WARNwlia: • �Q4� FF�rt. GENERAL NOTFA,amass eMoWee noted: ��!t� 1.Guider and erection genbader should be advised of all General Motes 1.Thle design la based only upon the parameters shown milt for en individual NGi N' Un/;•. Truss: DJ5 and Warnings before conabeceen eemmenaa. building oenponent.Applcabity of design parremeter4 end proper �A' 2,Sed tempneelen web bracing mut be Metaled where shown 4, bworporotlon of component Ole reeponslbA of the building designer. I II J . -v7.Additional to M to Mawscite 2.D sin mono the en bottom chords to s letea bawd9 PEDE9. BY: LA mporery ed„p bHtydudnganabwctleh ayrs 1 t� Is the asponaib�y orris erector.Addtonal permanent bracing of 2'o.a end at its d.*,aopeo0oaly unless based tiwwghouf RO billt DATE: 11/21/2014 the areal structure Is the canenueue sheathing such es plywood*heed where andlor dryvaA I. ro any of the building designer. 3.2t'nosed EddggInMg or letenl bracing squired where avium*• SEQ. : 612 0 7 6 9 4.Ne teed should be moiled to any component until alar•A baring and 4.Inaeletion of bass le the as e paanve contractor. fuNnen ere complete end one time should any leads greater then Ba,Design meumm neem ere 1e be be Used 011ie aeIn a notreorrwM ewgonmen% TRANS I D: 412891 . dmlgn Mede be applied to any component end aro for lry million'or we / ' . :.mss l ` 5.CempuTYw hoe no mindover and assumes no responsibility for the 6.Design aeeumes M I bearing■t ell supports:shown.Shim or wedge It 'y1 - '. f- fabrication,handling,shipment end Instagelen of components. neoenery. nn n 7.Design msumes adequate drainage is provided. ,$).. OR•EGON 4/ P.This design Is I wished subject to the limitations set toM by O.Plates shall be noehd on bah faces Ohms.and plead so their*enter �� '•7,� hQ�D' . 1111111 IQII I�11111 HI III 1111111111 I(III I"I TPUwyOA M SCSI ie of MOM rag be&Malted upon must. Imes eolndda withlsjoint cameos ( F IfI II'(III I' MRek USA 1 uTNg Software 7.6.6(1!)E 10.Forrbbolt connneector f lin di inches, values see ESR-0f r1,ESm-19Bt MITek) 1 RIO, • • • EXPIRES:12/3112015 Its This design prepared from computer input.by 111111111This LUMBER-BC TRUSS SPAN 11'- 11.7" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.D0 TC: 2x4 KDDF 814BTR LOAD DURATION INCREASE 1.15 LUMBER SPECITIC1TIONS 1-2•( 0) 76 2-6•(0) 0 3-4•(-208) 105 BC: 2x4 RODE 816BTR SPACED 24.0" 0.0. 2-3•(-201) 46 TC LATERAL SUPPORT <. 12"OC. UON. LOADING 9-5-( -39) 18 BC LATERAL SUPPORT <• 12'0C. UON. LL( 25.014.01,( 7.0) ON TOP CHORD • 32.0 PSF DL ON BOTTOM CHORD • 10.0 PSF OVERHANGS: 18.0" 0.0° gBARING MAX VERT MAX HORS BRG RZQUIRED BAG AREA TOTAL LOAD • 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) LL • 25 PSF Ground Snow (Pg) 01- 0.0" -29/ 454V -46/ 2218 5.50" 0.73 KDDF ( 625) 5'- 9.2" 0/ 66V 0/ 0H 5.50" 0.11 KDDF ( 625) LIMITED STORAGE DOES HOT APPLY DUE TO THE SPATIAL 5'- 11.2" -158/ 354V 0/ OH 1.50" 9.45 KDDF 1 625) REQUIREMENTS OF IBC 2012 AND IOC 2012 ROT BEING MET. 9'- 11.2" -99/ 196V 0/ OH 1.50" 0.25 KDDF ( 625) 11'- 11.7' -19/ 46V 0/ OH 1.50" 0.07 ODD? ( 615) BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. [C OND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing] VERTICAL DEFLECTION LIMITS: LL-L/240, TL•L/180 MAX LL DEFL - 0.013" 0 -1'- 6.0" Allowed • 0.10" MAX TL CREEP DEFL - -0.014" 8 -1'- 6.0" Allowed • 0.240" MAX TC PANEL LL DEFL.. -0.030" 8 2'- 11.9" Allowed = 0.398" MAX TC PANEL TL DEFL = -0,050" 0 2'- 11.9' Allowed m 0.596" S r MAX HORIE. LL DEFL - -0.002" 0 11'- 10.9" t -.' MAX HOAR. TL DUE • -0.002" 0 11'- 10.9" ' ri Design conforms to main wlndforce-resisting system and components and cladding criteria. 12 Wind: 140 mph, h•23.6ft, TCDL•4.2,BCDL•6.0,'ASCE 7-10,.; 6.00 2" (All Heights), Enclosed, Cat.2, Hxp.B, HRFRS(Di'), load duration factor'1.6, Truss designed for wind loads i. 0 in the plane of the truss only. 3 cv o h 'O 0 0 , N en a o .`% . a t4-3x4 A- ; J' ). 1-06 6-00 5-11-11 PROVIDE TOLL BEARING;Jts:2,6,3,4,51 JOB NAME : 5017-B POLYGON -. DJ6 Sale: 0.3700 G�(_�tO P9 OFF`. GENERAL NOTED,wins otherwise noted: ;�Gj'�4f`'( N' s�O. WARNMeSt p J �,'" ��777,,,,,, 1.Budder endWaning, ,be on aonsbuar should be comments*.d of al General Nates {•Wpdthg CGes mqpon nt Appleiabiety oT denyn pparametea and Pieren Indvkusf 'ri"J'� �t"�'' ' Truss: DJ6 and yyemlnsabetwe oemdualanGelded Ineomentlon of eomponentIs the mpenamlttn oflba buildinglyner. r (A rC . 2.Tae/....don web ...0 ..„.....t d v.Mre sheen+. 2.Design assume*the top and bottom chords b laterally braced R N P G �. 3.is hMonai temporary bredrhp to Inem eteWply dudnp ceneYuenon T c.a.end et 10 ea.respectively unless brayed Olcouphout their Nn�gIh by DES. BY: LA la the respormlbnty of the areAor.MA/enol permmard sewn,it conenuous sha•ndngy such as plyweed aheaedng(TC)mew dryrrdOBC). / DATE: 11/21/2(119 the overall structure b the roepente elty of the bWWOy designer. 3.2a 1rrpostbIMP §M biasingp��required wham shown a+ 4.No Ned ahaWd be eppled too any component ung liner all bradng end 4.melon of Iruu m the m Mary of the respective contractor. I �� ... SEQ. : 61207 90 batmen Sr.complete and alne ems should any loads greeter then a.Oedpn eeamee Wales an to be used N a nommeroNra.mrbonmahA ' design loads be sppded to any component Ind•n fm"ayoondman"oleer. ,y pC^/�/�t�� r B.De*lgn Tama full bowing et elsupports ehoen.SMm or wedge II .,9.. A-t/iiGtlti(1� (cr¢: TRANS ID: 912891 S.Compete.banoL shipment hipora end assumes no r°assonandy ter the noealery. tobdedog.horornisheMpmeM and hslataeen of a set y 7.Dosryn assumes adeimte*elms is ed. ` 'le i�Q� . 11 I{1 IpI ttt1111III11( �pN1 B.model design M IumNhed sub(estte Ina mrdlaeons set t0r by 9.plata abal be baaiet poon both has o trues,and pieced so their center 0/6 14.r1,n�, II 111111�II1 UIII�Vl il11 II'IAN lf� MRT�SA*InciCotnpuTrua Software 7.B..8(1L)"E request, 10.Forbeak50eeon d ne��pfate da Ph values see ESR-1211,E$R•1Te WITCO 114$R r"1I tA- EXPIRES:12/31/2015 111III1IIIII This design prepared from computer input!by PACIFIC LUMBER-BC • LUMBER SPECIFICATIONS TRUSS SPAN 13'- 11.7" • IBC 2012 MAX MEMBER FORCES 44R100F/Cq-1.00 TC: 254 KDDF 81411TR LOAD DURATION INCREASE - 1.15 1-2-) 0) 76 2-6.10) 0 I BC: 2x4 KDDF RIdBTR SPACED 24.0" O.C. 2-3-1-247) 122 3-4-(-148) 61 TC LATERAL SUPPORT <- 12"OC. DON. LOADING 4-5-( -67) 31 • BC LATERAL SUPPORT <- 12"OC. 006. LL( 25.01+DL( 7.0) ON TOP CHORD - 32.0 PSF DL ON BOTTOM CHORD - 10.0 PSF - OVERHANGS: 18.0" 0.0" TOTAL LOAD - 42.0 PSF BEARING MAX VERT MAX HOBO BRG REQUIRED BOG AREA LOCATIONS REACTIONS REACTIONS SIZE 52.IN. (SPECIES) LL - 25 PSF Ground Snow (Po) 0'- 0.0" -24/ 456V -55/ 25714 5.50" 0.73 KDDF ( 625) • 5'- 9.2" 0/ 67V 0/ OH 5.50" 0.11 KDDF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 5'- 11.2" -154/ 339V 0/ OH 1.50" 0.43 KDDF ( 625) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING LOOT. 9'- 11.2" -138/ 271V 0/ OH 1.50" 0,35 RODE ( 625) 13'- 11.7" -53/ 109V 0/ OH 1.50" 0,17 KDDF ) 625) BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. IcONb. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing,{ VERTICAL DEFLECTION LIMITS: LL-L/240, TL•L/180 MAX LL DEFL - 0.013" 0 -1'- 6.0" Allowed = 0.150" MAX TL CREEP DEFL - -0.014" 0 -1'- 6.0" Allowed - 0,200" • MAX IC PANEL LL DEFL - -0.032" 8 2'- 11.9' Allowed - 0,398" MAX TC PANEL TL DEFL • -0.052" 8 2'- 11.9" Allowed - 0.596" MAX HORIZ. LL DEFL • -0.003" 8 13'- 10,9" 5MAX HORIZ. TL DEFL • -0,003° 8 13'- 10.9" y Design conforms to main windforce-resisting system and components and cladding criteria. Wind: 140 mph, 11-24.1ft, TCDL•4,2,BCDL-6.0, ASCE 7-10,( 12 (All Heights), Enclosed, Cat.2, Exp.B, NWFRS(Dii), 6.0017 load duration factor-1.6, Truss designed for wind loads in the plane of the truss only. r••r N q 1-{0 3 o i 0 i cot •M O v , Ca• M-3x9 f / l , 1 1-06 6-00 7-11-11 • (PROVIDE FULL BEARINGIJts:2,6,3,4,51 • JOS NAME : 5017-B POLYGON - DJ7 Scale: 0.3287 r WARNINOB: �4 �C,U..RA Qr�nA. 0!NlRAI.NOTl9,unless otherwise noted: C�G /�� ee 1.Builder and erection contractor should be advised of MI Gamma Notes 1.This design b based any upon the parameters shown and is for an individual GINE y' �O, Truss: DJ7 and W■mines before eonabueeon aarmmaneea, buddingnomonan N len paramelen and per � P ponent F. t ofdet Z.244 eomprsulen nab bracing must be ingalled d where shorn 3 pmol Incorporation of es the top nt le the m c o chords to of the building ede �J /!�"�� DES. BY: LA 3.Addi0ohN lernponry Drsefng fe Incurs sgbilry dvrb g oombYego 2 Oasipr assumes the top and bottom chorda lo be[steam rougho brad at designer. C/ k the n nalb N the erector.Addlpertsi Y naiad at 10'e.e.rstpncl a$y unless braced throughout then tan by �'• '92 OPE silo alF permanent bracing of continuous shoalldng such-tpywood sheathing(TC)endlor dryhap C). • �� r_ DATE: 11/21/2 014 IM overe8;booboo is the responeiblity of gra building designer. 3.err imppeat Widenp or{aleft{bracing required where shown++ �� SEQ. : 6120791 4.No load she dd ba applied to any cemponenl until after MI bndng and 4.Inata0aoan of buss b Ma reapans@NN of Me reepecBve contractor, fasteners an cemplate and mine Sme:hood any bade grader elan 5,Design aims.,,,Rupe'are to be ti tad In a non-corrosive environment i 420111r. .• • ' TRANS I D: 912891 design foods be applied to any component and are fer"dryevndipon•of use, �,�. , ' 5.C g,D.Ipnsuumse MI bluingat alio - . ompuTNsnes no centre{over and'sones no rsponsbgN for the tr neoeaury. Ppode aherm,Wil.. 11 OREGON f.1 imbrication,hendnng,ehfpmem and InelaOaOon of components, 7.Design mums*adequate drainage Is presided. '"' . A-V REGON .. • 9.This deelpn Is furnished sub)ect to the limitations sal forth by O.Plates shall be foaled on both faces of truss,end paced so their canter �+j '7„T Off, h I 1111011111 VIII II I HER oil TPINYMA F DOW,copes of whidh MB be Furnished request. Anes coincide with tophi center Knee. • O 14 2 •t.,t. I� Wee USA,lnoJCom rnr Software 7.6.6 1 L 10.IX�bblab ccoonnamor plate design values sae 6311-1311,EDR•taa$(Mink) 4Z Iti? EXPIRES:12/31/2015 -......... ... 1. 11111. x This design prepared from computer input;by lap��I III PACIFIC LUMBER-BC ': 1�I TRUSS SPAN 15'- 11.7" IBC 2012 MAX MEMBER FORCES 4918/DDF/Cq-1.00 'IC: 4P600FIC146TH1-2•) 0) 76 2-7-(0) 0 TC: 2x4 KDDF 114BTA LOAD DURATION INCREASE +' 1.15 BC: 2x4 HOOF 114BTR SPACED 24.0' 0.1. 3-4-(-184) 1792-3•(-287) 79 4-5•(-108) 58 TC LATERAL SUPPORT <" 12"OC. 008. LOADING BC LATERAL SUPPORT <• 12"0C. 00N. LL( 25,0)40 5-6-( -441 201( 7.0) ON TOP CHORD - 32.0 PSF : DL ON BOTTOM CHORD • 10.0 PSF ' OVERHANGS: 18.0" 0.0" TOTAL LOAD > 42.0 PSF BEARING MAX VERT MAX H0R8 ERG REQUIRED BRG AREA LL - 25 PSF Ground Snow (Pg) LOCATIONS REACTIONS REACTIONS SIZE 5Q.I8. (SPECIES) 0'- 0.0" -23/ 455V -63/ 253H 5.50" 0.73 ADD! ( 625) LIMITED STORAGE DOGS NOT APPLY DUE TO THE SPATIAL 5'- 9,2" 0/ 67V 0/ OH 5.50" 0.11 KDDF ( 625) REQUIREMENTS OF IBC 2012 AND 1RC 2012 NOT BEING MET. 5'- 11,2" -161/ 343V 0/ 0H 1.50" 0.44 KODF ( 6254 9'- 11.2" -128/ 246V 0/ 9H 1.50" 0.32 KDDF ( 625) BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP 13'- 11.2" -113/ 226V 0/ OH 1.50" 0.29 KDDF ( 625) AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 15'- 11.1' -16/ 33V 0/ OH 1.50" 0.05 KDDF ( 625) 'COND. 2: Design checked for net(-5 pet) uplift at 24 "or spacing.! VERTICAL DEFLECTION LIMITS: L1-L/240, TL•L/180 NAX LL DEFL - 0,013" 8 -1'- 6.0" Allowed • 0.150" MAX TL CREEP DEFL • -0,014" 8 -1'- 6.0" Allowed - 0.200" MAX TC PANEL LL DEFL - -0.031" 8 2'- 11.5" Allowed • 9.398" MAX TC PANEL TL DEFL • -0.051" 8 2'- 11.9" Allowed - 0.546" 6 ", MAX NORIE. LL DEFL - -0.004" 6 15'- 10.9" MAX H0R11. TI, DEFL • -0.004" 8 15'- 10.9" ' 5 Design conforms to nein windforee-resisting 3 system and components and cladding criteria. 11. Wind: 140 mph, h-24.6ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,. 12 (All Heights), Enclosed, Cat.2, Exp.)), IIWFRS(Dir(, 6.00 load duration factor•1,8, Truss designed for wind loads o in the plane of the truss only. '+ •s'. N O I t O I O O t r. M O • *14.I �I .-. Z M-3x4 J. f Y J• 1-06 6-00 9-11-11 'PROVIDE FULL BEARING;Jta:2,7,3,4,5,61 • • JOB NAME : 5017-B POLYGON - DJ8 Scale: 0.3000 „�ti4ED PR'oFe. WARMINost GENERAL NOTES,union emend+»noted: ;.Gj. �N�y N, IO• 1.Builder and emotion oo,readorehouW be addled ofd General Nokia I.TM design A breed ordy�n he P �tett pm an mdrldud �. 111.011 �j��J JE*; T , ,i�'�' Truss: DJ8 snd Warnings below.con»ue0on commences. building oomponsnl.Ami M4' I (t////•/ . 2.2x4 commtssbn web braob,g nand leo bnleOad where Omni+, nompmdem of oompenent b ms»soceotbllny elms building a r. -e C S,. 2.Design cowman ha top uM bottom orris b ba IalemOY ivaood a Ct..' . E J.Adams]res temporary bruits ag b Mauro sbnNry slung rat bradnbn2 0.e.and at 10'o.e.rrapeoeos y undoes braced throughout ewe ten by DES. BY:: LA Is the responsibility even odor.McSet,el M�+mM bndng or continuous sheathing such as plywood ah»OdnN(Tc)ants drywe00BC). DATE: 11/21/2014 Um owed swami,le he mponalb8ey of Its building d»tpter. a.to Implied bridging orWaal rerodrod where shown++ •, 4.No bad should be applied Ss any component until dm all bolding and 4.Intl en*lbws lo to-err um of to monodist eonbacbr. I ! . $EQ. : 6120792 Antenna an complete and et nm lime should enY loads roster than S.Design assumes trusses are to be uesd n a nonsemorkie ambonment, f,stet! n.. desgn bads be"PB.d m oray conpor'enL and em for condrmfl of use. d h )`.L�� e.Outgo raumas NO beedne at ue eappvrte shown.ow or wedge N •.,.p V FigGON tn. 44 TRANS I D: 412891 e.CornpuTlua has no'eland oraand assumes no ospondbOny for h" nes»eery. �s As Abttearon,handing,eMpment and b *ren of»-gena ds. T.9selrn assumes'Wowing drainage lo arewlded. W j "'.9`- n0�' J� I'u�( f 0.This design Is banished TPPIIWTDAbIBCgl cooks fv4114,vAbebebloctlo 014 gNmhhedup up0.11154t forth on request. a Rhesconeddeaw0hhnnttl0wn HO".dimes,and pieced Q c i. G t�T I lIIII II I HIIf II1II n 111111 M)Tek U9A,Ina/CompuTlus Sottwero T.5.0(1 L)E i1.Fw lis M oorA'slaor phle dens Inches. u»»e ESR utt.E$R•I000(MtyeW /��R RIO"1 �0f 111 fl 111111 EXPIRES:n12/31/2Q15 This design prepared from computer input1)y 111111111 PACI FIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 17'- 0.9" IOC 2012 MAX MEMBER FORCES 4WR/UDF/Cil-1.00 TC: 2x4 KDDF 814BTR LOAD DURATION INCREASE - 1.15 1-2-( 0) 76 2-7-(0) 0 BC: 2x4 KDDF 414BTR SPACED 24,0" O.C. 2-3-(-323) 159 3-4-(-216) 96 TC LATERAL SUPPORT <- 12"0C. UON. LOADING 4-5-(^149) 69 BC LATERAL SUPPORT <- 12"0C. DON. LL( 25.0)+DL( 7.0) GN TOP CHORD- 32.0 PSF 5-6-( -65) 30 DL ON BOTTOM CHORD - 10.0 PSF OVERHANGS: 18.0" 0.0" TOTAL LOAD - 42.0 PSF BEARING MAX VERT MAX HORZ BAG REQUIRED BRG AREA Li - 25 PSF Ground Snow (Pg) LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 0'- 0.0" -23/ 455V -70/ 3250 5,50" 0.73 RODE ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 5'- 9.2" 0/ 67V 0/ OH 5.50" 0.11 KDDF ( 625) REQUIREMENTS OP IBC 2012 AND IRC 2012 NOT BEING MET. 5'- 11.2" -166/ 346V 0/ OH 1.50" 0.44 KDDF ( 625) 9'- 11.2" -123/ 234V 0/ OH 1.50" 0.30 ROOF ( 625) BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP 13'- 11.2" -145/ 205V 0/ OH 1.50" 0.36 KDDF 0 625) AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY, 17'- 8.9° -50/ 97V 0/ OH 1.50" 0.16 RODE ( 625) ICORD. 2: Design checked for net(-5 oaf) uplift at 24 "oc spac104.1 VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 MAX LL DEFL - 0.013" 8 -1'- 6.0" Allowed - 0.130" MAX TL CREEP DEFL - -0.014" 9 -1'- 6.0" Allowed - 0.200" MAX TC PANEL LL DEFL • -0.031" E 2'- 11.9" Allowed - 0.390" 7-03-12 10-05-03 MAX TC PANEL TL DEFL - -0.051" E 2'- 11.9" Allowed - 0.5§6" r -r MAX HORIZ. LL DEFL - -0.005" B 17'- 0.2" MAX RORIE. TL DEFL • -0.005" Q 17'- 8.2" Deaton conforms to main windforce-resisting system and components and cladding criteria. Wind: 140 mph, h-25ft, TCDL-4,2,0CDL-6.0, ASCE 7-t0, 12 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dit), 6.002' load duration factor-1.6, Truss designed for wind loads in the plane of the truss only. o ' M-3x5(S) ^r i 0 1 i dM01 rn 3 I-) • ce Ci. t t F c M-3x4 1 1 1 1 1-06 6-00 11-08-15 • (PROVIDE PULL BEARING;Sts;2,7,3,4,5,61 JOB NAME : 5017-B POLYGON - DJ9 Scale: 0.2711 • {sib..PR'Op,. WARNINGS: GE NERAL NOTED urdms oMr»9ae naled: �Y. Uri 1.Builder and erection eenlraoler should be advised old General Notes I.This design le based only upon the paremelere show,end Is for en Individual •Gj 1 N�?.1 N; 'p,;,',. Truss: DJ9 and Warnings before conahuceen wmmenoee. to' mp oomponmL App4oaNaly of daNpn peromeleis end prover •V A: 2.2n4 compression web bredng must be Insislled»bare shevm+, nearporagan elnmpenenl is ea reopensibNh cites DUM41np deli nor. �!f�i f 1�' 3.Md Nona)ismp,rry brecMg to mous Nab0ty&ring oonabuo3an 2.Design amines the lop and bottom chorda to a Ialereay bread at A+� DES. BY: LA is the reepansibmry of the erecter.Additional nonmetal bradng el 2'd e.and al 10'e.0.reapes6wly unless braced throughout Melt length W a4 �.P I: �' ooMirmous sheathing such se plywood sheeadn0(TC)amber d,yndl(SC). DATE; 11/21/2014 tits awre0 structure is the rtspemlbIlty of ea building dedarter, 3,29 impact bddghg et lateral bracing required where shown++ t A00111114.No load Mould be applied le any esnponent unat alter all bracing and 4.MelobeOon Oboes It the nmponslb of ilia respaeths aontraotor. , SEQ. : 612 0 7 9 3 fasteners are oemplele and at no urs should any leads greater than B.Desgn esoumes(Mases ate le be uesd h e nomeerrooiw ernbonmenl J ! design leads be applied to any component. and are for'dry condmen"of use. TRANS I D: 412891 S.CempeTlew hes no control over end assumes no moons/belly ler Ni. S,Design resumes M beerleg at 81 ee)pola shoran.Shim er wedge 11 _,I fabrication,handling.shipment andlnetelagen et components •newosry. EGO 7.Oealgn h aH ha l a l.qd en ait,e.is vied. a �g R fn 6.This ICA is SCSI, e p e eI to ore l be furnished ane ml tore by s.plata shag bs lessted an bosh hose et nmrfnm,and pond so Ihetr center "fin Ai.F, ��.'t1� (I,g1I�I�lII�I,n ll�ll��II PII�IIN��II I�gI TPgk U A,SCSL opies ef»a Softch are3(1LK quest. 9, ,En�or�ts cat Wm caplets es(*Wield°WM ISM center iipn velum ass ESR-1311,SSR•f Sae(MIYeq v rVf 14 �T� 1 INi 1 Iu1 �I Mak USA,Inc lCallpuTrue Software 7.B. tL 4A R 1 \^ EXPIRES:12/3112015 This design prepared from computer input.by 1E1111111E111111th PACIFIC LUMBER-BC • 27-03-00 HIP SETBACK 4-00-00 FROM END WALL IBC 2012 MAX MEMBER FORCES 4NR/DDF/Cq-1.00 LUMBER SPECIFICATIONS27-03-00 GIRDER SUPPORTING 36-00-00 TROM 7-00-00 TO 27-03-DO 2.1-18700) 4974 1-11•( -4305) 16455 11- 2.1 -2235) 8652 16- 7.1 -1791) 7134 TC: 2x441(00100F SS; LOAD DURATION INCREASE - 1.15 Ilion-Rap) 2- 3.1-16455) 4395 11.12•( -6666) 25290 11- 3.1-12621) 3372 7-17.(-10482) 2977 2x6 DE SS T2 3- 4•(-26625) 7086 12-13.1 -9324) 35136 3-12.1 -2163) 8739 17- 8=1 -2424) 9453 BC: 2x6 DF 29010 LOADING 4- 5.4-35790) 9561 13-14.1-10245) 39592 12- 4•( -9660) 2640 WEBS: 2x4 KDDF 1110(110LL - 25 PSF Ground Snow (Pg) 5- 6.1-35589) 9501 19-15-6-10245) 38592 4-13.1 -960) 4287 • TC LATERAL SUPPORT <- 1Z"OC. DON. IC UNIT LLI 50.014011 14.0)- 64.0 PIF 0'- 0.0" TO 4'- 8107-V-26232) 6969 15-16.1 -9258) 34920 13- 5-( -3153) 073 BC LATERAL SUPPORT c. 12"OC. 000. TC UNIF LL( 75.0)401) 21.0)• 96.0 PLF 4'- 0.0" TO 23'- 3,08-p-17811) 4683 16-17.1 -6606) 25146 19- 5.1 -528) 2640 TC UNIF LLI 50.0)4011 14.0)- 64.0 PLF 23'- 3.0' TO 27'- 8100-V-2P325) 531.3 17- 9•1 -4590) 17811 15-15.6 -3396) 4398 OVERHANGS: 0.0" 18.0" BC UNIF LL( 0.0)4011 30.0)• 30.0 ELF 0'- 0.0" TO 27'- 9,110.9' 0) 75 6-16-1 -98761 2700 BC UNIF LI( 425.0)401( 289.0)• 714.0 PIE 7'- 0.0" TO 27'- 3.0" V 2? 9: Heel to plate corner - 2.75" , REARING MAX VERT MAX HORS BOG REQUIRED BAG AREA ( 3 complete trusses required. TC CONC LI( 100.01+DL( 28.01• 128.0 LBS 1 4 - 0.0" LOCATIONSRMAX REACTIONS REACTIONS BIGE SQ.IN. (SPECIES)BA '1� Join together 3 ply with J"x.1J1 DIA GUN TC CONC LL( .0000NC 1L4 22933. 128.6 LBS - 0.0" 3.0" 0'- 0.0" -2438/ 9326V -48/ 380 5.50" 13.92 or 1 670) gr,4,ADD1: BC CONC LL4DL• 2933.0 LBS 6 6'- 0.0" 27'- 3.0" -3011/ 11678V 0/ OH 5.50" 17.43 DF ( 670) nails staggered Eow at: '�'AA/A, 9" or in 1 rows) throughout 2x4 top chords, LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL `�. 9" oc in 2 row(s) throughout 2x6 top chords,mREQUIREMENTS OF IBC 2012 AND IAC 2012 NOT BEING MET. IC0N0. 2: Design checked for net)-5 psf) uplift at 24 "or spacing. 5" oc in 2 row(sl throughout 2x6 bottom chords, VERTICAL DEFLECTION LIMITS: 11.1/240, TL-L/180 9" oc in 1 rows) throughout 2x4 webs. BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP MAX LL DEFL - -0.463" R 13'- 7.5" Allowed • 1.317" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TI CREEP DEFL • -1.090" 8 13'- 7.5" Allowed - 1.756' MAX LL DEFL - 0.001" 8 28'- 9.0" Allowed " 0.150" MAX Ti. CREEP DEFL - -0,001" 6 28'- 9.0" Allowed • 0.24 MAXHANGER HORIL. LL DEFL 0.098" 0 26'- 9.5" 0" "• LY CONC. LOAD IS)B¢QtlALLYS?OOALLPMBNBBRS. , MAX HORSE. IL DEFL • 0.189" 9 26'- 9.5" i Design conforms to main windtorce-resisting ' system and components and cladding criteria. , Wind: 140 mph, h-21.6ft, TCDL•/.2,8101-6.0, ASCE 7.10,: (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dii•1, load duration factor-1.6, Truss designed for wind loads q_QQ 19-03 4-00 in the plane of the truss only. 1 1-110-04 3-11-08 3-09-12 4-00 } 4-00 '1 '3-09-12r 13-11-081 11104 1. 1'7-2-41261 f--1 128012 12 6.0017' 14-3x10-3x10 - 6.00 =M-6x6 M-3x0 M-5x8 • M-6x8a 3 4 3 M- x10 7 H-07148 • MSx2 r. /41 �� ' _nt I` o 1y. +2��.r.�•:� . � 4 M o 14-5 8 M-3x6 14-4X6c. ' M-1x8 11-4x6 M-5x8 =M-6x6 y j 129331 y ...l.-____-.44-00 y y3-09-12y y 3-08 y 2j0�1-12 y 2-01-12 3-08 3-09-12 4-00 y y . Y 27-03, 1-06 JOB NAME : 5017-B POLYGON - E 1 scale: 0.1125 ��.Cp,RR'OFe6 O S� y WARNQteSt GENERAL NOTES,volas'~eke noted: ��, O/, 1.Builder end emotion oontredor should be■Mead of a0 Oeneral Notes 1.Thda design G Sued only upon Cssl denim a shown and isfore Indented �Q i'1'J�f J8 • Truss: and Warning,before oenobuoIon nennnanas. building component Apptaabl06J prose(deal ec !f.(d I i I.L1 S S: E 1 tVOW,ereeon of eomponont lelM nepenemlN�r?the bulldNp pn 1! 2.2x4 ownpreukn web bracing ears be Melded when'hmer+. 2.Dalen essurnn eta roP end bosom porde In os Ietere*y braced al �' -. 0 9 P 3.Additional temporary Smear Is Sanaa elobsly during oenehuefbn T o.e.and s)10'e.0.mapeed sly unless braced throughout aoV lenolA by DEB. SY: I A h 8 a raponsihmhy of the arena.Masons(psrm.oent brooms) eentlnaeel aheatldng each en p)ywnad shuriMp(TO)andlerdtyvm C) • O` . eta nerd eWqum b ere raaPendbMly elms(ndldMg daalpmr. 3.24 Orman bridging or lateral braoMg raquaed tMra shown+e DATE: 11/21/2014 4.Ni load should los appled m any component unm altar a8 braalng end 4.hutatason 0)0)1011 the meeorM6mty elm ro,pedNe oonlmdoc. /* Seteners ere oemp ate and at no Moe'Mond any loads P'aoler Nan S.OesIgn mums Maim are to a used In a nenearulye embonment SRA. : ID:0 41289114and ere lor"dry dondmon'ofsea. design beds a noappliedambit s anycomponent.and cu s 8.Deign asewmu lull bearing et d euppone shown.SMm er wedge If I.� TRANS ID: s.CompwT uaha no eenbal over and s'um's no maponslSeay for the p;, C7REGQN p {(/ binicMon,hand8n0.elxpment and Iata4etlon of arrpManb. 711..D elfin►amu adeQuero dnlnago m ProNdad. �'• h . led of d. �4:�- 20 "�-. 8.nosdalsnbhxnmhedsubadroMBnnmtlonsat(Mhby 31 tesshagb,loos anbogyben buntandplacedsoMeVsar1M Q`. .1G �{ u�(�I II�ff H IIII1881 TpgNROA In SCSI.oopla of wtdeh wl8 be furnished upon mount. 0.�W h� lml"ploot,only:, fly" p 4.'✓� I''II�'IIII�fl�p11I I' III IINUIg181I MITek USA Inc./CornpdTrtm SoAwere 7.8.8(11)-E 10,Fa bolo domnmorpkte design values sae ESR-1311,ESN.'0811 Wok) l 1 L. ., 11 1111 1111 gggq18181111 11 EXPIRES:12/31/2015 111111111 This design prepared from computer lnputi.by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 13'- 7.5" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq"1:00 TC: 2x4 KDDF PliBTR LOAD DURATION INCREASE - 1.15 1-2"(-239) 120 1-5•(0) 0 BC: 224 ROOF B1&BTR SPACED 24.0" O.C. 2-3.1-140) 56 . TC LATERAL SUPPORT <• 12"OC. DON. LOADING 3-4-( -61) 29 BC LATERAL SUPPORT <- 12"0C. DON. LL( 25.0)+DL( 7.0) ON TOP CHORD + 32.0 PSF DL ON BOTTOM CHORD • 10.0 POE BEARING MAX VERT MAX HORS BRG REQUIRED BUG AREA TOTAL LOAD• 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 0'- 0.0' -22/ 237V -51/ 215H 5.50" 0.38 HOOF ( 625) LL • 25 PSF Ground Snow (Pg) 5'- 9.2' 0/ 68V 0/ OH 5.50" 0.11 HOOF ( 025) 5'- 11.2" -162/ 344V 0/ OH 1.50" 0.44 RODE ( 625) LIMITED STORAGE DOES NOT APPLY DOE TO THE SPATIAL 9'- 11.2" -1201 243V 0/ OH 1.50" 0,31 RODE ( 615) REQUIREMENTS OF IBC 2012 AND IAC 2012 NOT BEING NET. 13'- 7.5" -46/ 99V 0/ 0H 1.50" 0.16 RODE ( 625) BOTTOM CHORD CHECKED FOR 10050 LIVE LOAD. TOP • AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY, (GOND. 2: Design checked for net(-5 psi) uplift at 24 "oc spacing.I VERTICAL DEFLECTION LIMITS: 4L•L/240, 11.1/180 1 MAX TC PANEL LL DEFL • 0.039' 6 2'- 11.8" Allowed • 0.397" MAX TC PANEL TL DUEL • -0.053" 0 2'- 11.9" Allowed • 0.596" f MAX RORIE. LL DEFL • -0.003. 0 13'- 6.8" MAX RORIE. TL DEFL • -0.003. 8 13'- 6.8" • '� Design conforms to main windforce-resisting system and components and cladding criteria. 12 t Wind: 140 mph, h•22.6ft, TCDL•4,2,BCDL-6.0, ASCE 7-10,• 6.00)" (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dii), 3 load duration factor•1.6, Truss designed for wind loads S' in the plane of the truss only. "+ ,r1.+ "r i 0 0 • to O f V a r •� I lam-' +c+ o M-3x4 • y y l 6-00 7-07-08 (PROVIDE FULL BEARING;Jts:1,5,2,3,41 JOB NAME : 5017-B POLYGON - EDJ Scale: 0.3644 (het PROFF WARNINtagl GENERAL NOTES,arab»espec er noted: ,<(G, IN. s. 1.Baader and swollen connector r ehmld Be robbed of a8 General Notes 1.This design le WeedApp upon fie varamabro shown end b for an IndMdud Truss: EDJ and Warnings before construction commences. building component.Appaeablity of deNgn panmaiers end proper �� NQ �O 2.234 compression web bracing meslbe installed wise sheen+. irtoorporaaon of component Is the responsibility of the building deeigner. Q • DES. BY:: LA 2.Add Henul temporary irritant)b Inas ebblaty during"mini*** 2.Oestgo eseumu the lap end bottom chords tape laterally braced at SCF �l J�� 7 f •vj7` 2'o.a and it l C cm n ec gin p by ,CC. °Z.OPE�• : r. le the responsibility of the greater.Addltlonel permanent bracing of continuous shearing such tieeywood s ios braced dlorhehhnplahr _ G DATE: 11/21/2014 gra overall structure is ane responsibility oratehjldst deslngg branfng eghaedmfeere! sym drywell(BO). 4.No load eAornd be appliede olds 3,In Impact clues s Sr.Islro bonaY required where HMvm++ SEQ. ' 6120795nteany component ung ands aYbracingend 4.Designauobesebaten to chinrotworroeeenvirbr, hshnsra an complete and et no time should any loads greater than 5.Oealpn autunite buses aro o be wad in s rrort•eono We environment 1 TRANS I D: 412891 toads be ed to sem and era for ....';',1111., " design apps sty component. shy cenditlon"ofws, .•� !,CompuTnra hu nes control ever and ereumes no responsibility for the 6.Oeelgn auumas lug bearing et sEeupporb sheen."II"w wedge M • -d' ..• `' • •• fabrication,binding,shipment and IneleHbHon of armaments. monary, • r1 6,Mk design Is furnished subject to the RrMa/ons sal font 7,Oeslgn assumes adequate drainages h des. '`$ OREGON G./.. (115111111101111111181�I11 VIII 1I 1111 ,r S.Warm encs he bated on both hens of buss,and placed so arab sofa �a. .d ('. . '�I II II I'I' Il] S CA h BC81,copies of wet.M furnished upon request Noes coincide Mot Mint center Ems. ,/JJ�� 2° +k,. 5.DIgits indicate else of plate in Incho. V i�r 7 4 V� MRe(cUSA Irtc/CompuTlue Software 7.8.3(1L)•E 10.For basin connectorplib design velum see ESR-1311,ESR-15115(Mask) S EXPIRES:12/31/2015 This design prepared from computer input-,by 11111111111PACIFIC LUMBER-BC • LUMBER SPECIFICATIONS TRUSS SPAN 4'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1.00 TC: 2x4 KDDF 11OBTR LOAD DURATION INCREASE - 1.I5 1-2-( 0) 16 2-4-(0) 0 BC: 2x4 KDDF AIGBTR SPACED 24.0" O.C., 1-3•(-76) 27 TC LATERAL SUPPORT <• 12"0C. VON. LOADING BC LATERAL SUPPORT <- 12"0C. UON. LL( 25.0)+DL( 1.0) ON TOP CHORD - 32.0 PSF BEARING MAX VERT MAX H0R2 BRG REQUIRED BAG AREA DL ON BOTTOM CHORD - 10,0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.I0. (SPECI3S) OVERHANGS: 18.0" 0.0' TOTAL LOAD • 42.0 PSF 0'- OA" -104/ 405V -7/ 59H 5.50" 0.65 KDDF ( 625) 1'- 10.9" -46/ 52V 0/ OH 1.50" 0.08 KODF ( 625) LL ." 25 PSF Ground Snow (Pg) 4'- 0.0" 0/ 34V 0/ OH 5.50" 0.05 RIDE ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL ' t''. , hes ga c SC E. or net ps up t at or spat I-1 REQUIREMENTS OF IBC 2012 AND IRC 2012 ROT BEING MET. VERTICAL DEFLECTION LIMITS: LL"L/240, TL"L/180 • BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOPMAX LL DEFL - 0.013' 0 -1'- 6.0" Allowed - 0.110" AND BOTTOM CHORD LIVE LOADS ACT VOA-CONCURRENTLY. MAX TL CREEP DEFL • -0.014 4 -1'- 6.0' Allowed - 0.200" MAX LL DEFL - 0.000" 8 0'- 0.0" Allowed - 0.078" 1-11-11 MAX TC PANEL LL DEFL • 0.003' 8 1'- 0.8" Allowed - 0.097" 1 MAX BC PANEL TL DEFL - 0.006" 0 1'- 9.2" Allowed - 0.2c0" MAX BC PANEL TL DEFL - -0.009" E 1'- 12.0" Allowed- 0.200" 12 • MAX HORIB. LL DEFL - -0.000" 8 1'- 10.9" ' 6.001 MAX RORIL. TL DEFL " -0.000" 0 l'- 10.9" i Design conforms to main windtorce-resisting system and components and cladding criteria. , Wind: 140 mph, h-21.1ft, TCDL•4.2,BCDL0.6.0, ASCE 7-10,1 (All Heights), Enclosed, Cat.2, Exp.B, NWFRS(Dik), load duration factor"1.6, I r Truss designed for wind loads in the plane of the truss only. 0 C a 0 • ry 1 1 O M N O , O a O , M-3x4 r Y y 1-06 Y 4-00 [PROVIDE FULL BEAR1NG)Jta:2,3,41 JOB NAME : 5017-B POLYGON - EJ1 Staid: D.6,BD „ASO: • ' WARNINSIA GENERAL NOTES,alma oaheiWao5oud: � �u PnJ•OFE9S/ 1.Baader and eresaon aanbadershould b■&Mood of all General Nota 1.This design is based entyupon the parameten.harm end le for en IndMdud �� G , y_ and Warnings bible consbuaaon oommanaa. building component.App&abBlis of design penmeura end wow .Il. f • v Truss: EJ1 Imo:sorsaen of component is the apo,Iblt1yof the building almoner. �(/ 3 7x4 compression web bracing mud be Wailed where shovel•_ 2.Dalen arum.the lop and bottom*herds Labe bterely bread et •• ' "2 i+p E, ,. O- DE S. BY: LA 3'AddgO"d 1empa s'Y tr°`"w to Maus aisbBty dudng"mini., -Wm 2'0.0.end at 10 om metadvsiy unless breolced throughout their hnph by le the responsibility of the erector,AddBlenal penneum bndne of oonewut inpeothhtg such a plywood aheaatlng(TO)and/or drywaa(B0). r DATE: 11/21/2014 ate overall structure Is an respamibmy of the building designer. 3.ax Impact bridging or Islandbradna ngdrad When ohm.*•4 40111! . 4.No load should ba applied loony oompempt will Oar ail brede5 and 4.Instigation*Musa le Se mponslblltyof the r.eew:en contractor. ' ., ;401901r .:', . S.Deli n soesmee busses an ie be wed In a nmwotnNw environment, f,dr. SEQ. : 6120796 hagnsn we complete area at no ams should any loads greater then 0 daalgn leads be applied to any enmpahest end an 100 candltl bearing Ouse. ,. 47 TRANS I D: 412891 s.Componua hes no control over and assumes no responabmty Sr to 6.walgn a.am•.tum beermg stat supports eholln shim orwedge If d l febdoaeon,handing,'hpment andbrstaBaeon of components. 'p �}�OREQQN r1I . 7.Dat puma adenosis dninagela provided, r1 g��1�InpB 6.This design b bobbed suubhgto the Ibdbaane torah by e.Plans shell be located on both(aces of bwa,and planed ao mail ante .'b.."4 ty14 %C1 ',4 1111111111111111111111 ala I1� MIl'el1 USA,Irhe.lCompt(Tnu SoftwareTPNARCIA At SCSI,copies of Mich WA be 7 8.8(1 L)hed n request. n,Mee WNW,wall Jam calor Poet. 9.Pooc Wale con oto plat.d g voles see ESR'311.ESR-1NC(M17ai4 r7 R'I�..1"• EXPIRES:17/31/2015 ) Illlll11111 This design prepared from computer inputl'by 111A f ll PACIFIC LUMBER-BC i LUMBER SPECIFICATIONS TRUSS SPAN 4'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1:00 TC: 2x4 Opt N1i0TR LOAD DURATION INCREASE - 1,15 1-2-( 0) 76 2-4-60) 0 ' BC: 2x4 KDDF O1HBTR SPACED 24.0" O.C. 2-3-6-75) 31 TC LATERAL SUPPORT <• 12"OC. OON. LOADING ^ BC LATERAL SUPPORT <- 12"0C. UON. LL( 25.0)+0L( 7.0) ON TOP CHORD - 32.0 PSF BEARING MAX VERT MAX MORE ERG REQUIRED ORO AREA DL ON, BOTTOM CHORD • 10.0 POP LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 18.0" 0.0" TOTAL LOAD • 42,0 PSF 0'- 0.0" -90/ 418V -15/ 890 5.50° 0.67 RODE ( 615) 3'- 9.2" 0/ 47V 0/ OH 5.50" 0.08 RODE ( 6251 'LL • 25 PSF Ground Snow (Pg) 4'- 0.0" -43/ 102V 0/ OH 1.50' 0.16 RODE ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL KORO. 2: Design checked for net(-5 psf) uplift at 24 "oc spaciooj REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL-L/240, T1•L/180 BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP MAX LL DEFL - 0.013" 0 -1'- 6.0" Allowed • 0.150" 12 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL • -0.014" 0 -1'- 6.0" Allowed• 0.200" 6.00 p MAX TC PANEL L1 DEFL • 0.021" 4 2'- 5.4" Allowed = 0.248" MAX TC PANEL TL DEFL • 0.019" 0 2'- 5,4" Allowed • 0,372" RAO HORIZ. LL DEFL • -0.000" 8 3'- 11.2' .•• 3 MAX HORIZ, TL DEFL • -0.000" 8 3'- 11.2" Design conforms to main windforce-resisting system and components and cladding criteria. � Wind: 140 mph, h-20.2ft, TCDL•4.2,BCD1•6,0, ASCE 7-L0,' (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), m load duration factor•1.6, o End vertical(s) are exposed to wind, "r O Truss designed for wind loads W in the plane of the trues only. O N O I i. m m a O ill r4 I I OIII iiiiirt .i. M-3x4 ) I i 1 1 I 1 j y ' 1-06 4-00 (PROVIDE FULL BEARINGIJts:2,4,31 • • I JOB NAME : 5017-B POLYGON - EJ2 Scale: 0.6875 Pct) P R:opF WARNING& • GENERAL NOTES,unites other*,nate: �G n 1.Builder and aKtlon oonasele should ba advised of e0 General Nines 1.TM,deelsn Is bred**upon gm penmeleto shown end is for an Individual •G'. `(�'I N. �ek• Truss: EJ2 and Warnings before eomtnratlen commences, balding component.Appgcebtlq of design parameters and proper `. 1 2.2x4 cempreseion web btodrp must be Installed%Tato shorn*. tncaperadon of component Is dm responelblmy of VI*banding designer. G• / / f (+��,�rj DES. BY: LA 3.Addioonsl temporary bndnt to Insure abbey event construdtorh 2 Oelgn aeumss the top and bottom chords t be IsNnny braced at '44J� v A'�,/,P �.1? N the responsibility of the erector.Additlenai permamrd bracing of T 0.0.and it 1e o.o.respectively unites braced throughout their%tipptt by ,�' G, G DATE: 11/21/2014 the overs strvoMra la to nsponN6NHy*Ito build d continuous skulking Kroh as Awl('1he.Nng(T0)meter drPoR.0). ' 4.No land should be apatite M 149 Assigner. 3.9x Impact bridah+g or lateral bracing required whom shown r SEQ. : 612 07 97 any component until Mi ell breebtg end 4.0.nI o s n of buss te Cu nspomlbmry of the respsdNa contactor. ./ Nehmen am complete and et no time should any bods praetor than E.Design seume W use en le ba used In■newoowoelve environment TRANS I D: 412891' deign beds be applied to tiny component and an for dry=name of use /rams 5.CohrgmTros has no control over and'moms no respanslbNny for the 6.Oeslgn assumes hill bearing al ea supporte site%%.eMm or wedge U -ds ,, • fabrication,Mrhdblp,shipment end Instepetlon of wmpentMs, necessary, pre Q' n I 6.This design le furnished;object 10 the Ilmltedens eel forth by 6.Plates shellebe located en bothffecees otbwe Mid pieced so their center •�•, •/��R '��.O.N \• .'. , I�IIi�nl�III II (1i 111111111111 MlTek TPINVU$AInIrICJCoRIpYTNSCSI.ooples of s$oRWgre wig be 7.&ed upon S$P1(1)E t. lines coincide with jelnt*enter Ones. to.For beide DWI Indicate eel.f telaeta liar,vea.cue EaR•1311.E9R•1944(MRe1) • �D.'.9� i 4 2Q� • McRRI��- •P EXPIRES:12/31/21)15 Thin design prepared from computer input!by Ie��IIl�lCwl PACIFIC LUMBER-BC • IIIIII II 11 TRUSS SPAN 11'- 3.0" (GOND. 2: Design checked for net(-5 psf) uplift at 24 •oc spacing.) TC; 4IcODEAISSTR LOAD DURATION INCREASE • 1.15 Design conforms to main windforce-resisting TC: 2x4 ODE AliBTR BC: 2x4 KDOF AliBTA SPACED 24.0" O.C. system and components and cladding criteria. ( TC LATERAL SUPPORT c• 12'0C. DON. LOADING Wind: 140 mph, h•20.6tt, TCDL•4.2,BCDL•6.0, ASCE 1-10.. BC LATERAL SUPPORT c• 12"OC. UON. LL( 25.0)4DL( 1.0) ON TOP CHORD • 32,0 PSF (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dli), DL OR BOTTOM CHORD - 10.0 PSF load duration factor•1.6, TOTAL LOAD • 42.0 PSF :, End vertical(s) are exposed to wind, Truss designed fox wind loads t LL 25 PSF Ground Snow (Pg) in the plane of the truss only. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Gable end truss on continuous bearing wall UON. REQUIREMENTS OP IBC 2012 AND IRC 2012 NOT BEING MET. M-1x2 or equal typical at stud verticals. • `Refer to ConpuTrus gable end detail for BOTTOM cHORD CHECKED FOR lOPSF LIVE LOAD. TOP complete specifications. f AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. k 5-01-08 5-07-08 . ( 1.2 12 ' 6.00 6.00 p . I IM-4x4 3 ■ • •• •l r t o r rn t r M 1:.7 O OM-3x4 r M-3x9 '• 1 • 1 1-06 y 11-03 • JOB NAME : 5017—B POLYGON — F1 Scale: 0.5908 pRO WARPDNOBr GENERAL NOTES,wins Omsk*noted: `y. 4147111'i �GIN At.,,�, . 1.Bosch and emotion eonaeotor should be ad,k•d of el Omni Notts 1.This dosage Is Nevi only upon the srom•tem shown end h for on IndWdusl �)�eJ 1 �. /J� Truss: Fl and wamkgs boron construction aminenon. betiding oomponenL 4P0a y of design peremetem.nd prop I 4 4 2.5o4 compression vrab bmdng mint be Instated niters shovels, nreeiporadon of component isihe responsibility of the building da•Igner. 'ey„n 3,AddHenal temporary bnebrg to Insure Madly during*traduNon 2.Oadgn mama the top end bottom chords robe isroralN braced a tt' G i v"- 2'om end eil0'ex.moody*milers brand throughoutmWlnpm by DES. BY: LA to the rosponsi6Rp otter erector.Additlorisi permemnt bracing of continuous Whelming ouch in plywood shamind(TO)Andra*dry ori C). DATE; 11/21/2014 me overall osmium is sIb the reeponNly of the building designer. 3.Or Impact bridging or Masi bracing refined*hero shown++ 4.No toed should be applied b any component ee d alter ell bracing end 4.natellatlen of truss Is me ra of me mascara contractor. SEQ. 6120799 p S.Ogden aesa»s busies aro o binned In a noneorrcoNe erwnonment faaaera Ars omelet*and ac no Urns should any keds grseter ma g design kale roe sppB•d,ro.try eompwiarl enc gra kr"cin ramekin'ri of use. _ , TRANS 1 D: 412891 s.CompuTnisload has no control over and s•wmee no,eepensbJty for lin e.Design uwma sit bearing alga supports•howl Shim a wedge If �R ON r,.,. ncosaay. W fsbdcaikn,bonding.Alamein aid motbHodmn of compensate. 1.Donlan aesumes od Vuals damage m melded. �'`' � .. II I E.This design k furnished sub)dgto the endteeone son forth by e.Pistw shoe be locaeed on both fens of ewe,and placed en men cater . 4 f' 111111111111111111111 1Olhll IIII 1PPPY1CAk 9CSL coplea of which NAa famished uponraquaa Ones Indira *ic. fate In rnness Q �P 9.Diggs kdkdis Ala of joint pclate Ilnee. MRo&USA,Inc/CompuTtus Software.7.6.6-SP1(IL)-E 1o.For matt camador plate dalgn rakes oneHSR-1311.ESR•tOig(Marelli (R}4�. EXPIRES:12/31/2015 11111111 111 This design prepared from computer input,by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 6'- 9.5" IcOND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing.) TC: 2x4 KDDF P1aBTR LOAD DURATION INCREASE • 1.15 Design conforms to main windforco-resisting • DC: 2x1 KDDF OIRBTR SPACED 24.0" O.C. system and components and claddin • g Criteria. TC LATERAL SUPPORT <. I2"0C. 00W. LOADING Rind: 140 mph, h•20.6ft, TCDL•4.2,BCDL•6.0, ASCE 7-10,! BC LATERAL SUPPORT <• i2"0C. UON. LL( 25.0)+0L( 7.0) ON TOP CHORD- 32.0 PIF (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Di5), DL ON BOTTOM CHORD • 10.0 PSF load duration tactor-l.6, TOTAL LOAD • 42.0 PSI' .1 designed for wind loads LL • 25 PSF Ground Snow (Pg) in the plane of the truss only, Gable end truss on continuous bearing wall UON. LIMITED STORAGE DORS NOT APPLY DUE TO THE SPATIAL M-1x2 or equal typical at stud verticals. REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING HET. Refer to CompuTrus gable end detail for complete specifications. BUTTON CHORD CHECKED FOR IOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 12 5.00 D , I • a o 0 r r m t; v r -. o , r t4-3x4 A- . t • 1 1 1 1-06 6-09-08 • JOB NAME : 5017-B POLYGON - G1 r Scale: 0,6052 ��Si) PR:OFF�. . WARNINGS: GENERAL NOTES,union otherwise noted: rt I.Builder and erection contester should be ewleed of el General Notes I.This dadgn is based only upon No perimeters shown end b toren individual '\ • Ne I N u/O Truss: Cl end Warnings baron wnsbuolion uemmenoee. baking component AppgaWAty of dnlgn penmeler and proper � ' y 2.2x4 eompreeelon web bracing must be installed where seowne. Incorporation of component is the rope blly of the butding denigrate. /f' 2.Oberon assumes be t ' 3.Mdmonel temporary bnolne to hnot.slimyduringconbuenon Bre top and bottom Sheds to IrterePy braced s ",y` DES. BY; LA la the respondbmiy of the erector.AdAllonel omeenl bndng of a o.o,end et Ig'eq.rapiNNaly unless braced throughouttiny legeCby }� �' DATE: 11/21/2014 Ina overall structure b ore rospona@airy of uie b dos ominous*beetling such es plywood sheeddng(TO)and/or . building designer. 4.2x Hnpam bridging or isterai bracing required when shovel*.e 41r." S E 6120800 4.Ne load should be applied to l any component until after 4 breemg and 4.Oeelgn on of buss is the reeponsibilityused of the respective contractor. Q• Nebulae an complete end at no time should any lead*melee then N.Design assumes buaa are to be used In a non-ewes-We environment, •�r . design loads be applied to any component, end pr for"dry loll be n"df use. ,/.rs�.: TRANS I D: 912891 6.Darien eoeumo to Moreno Cl ell supped**hewn.Slim or wedge If S.CorrgruTM hes no control war and saves no ro0poru@tiny for the naseatry, NbdatIon,hanging,shipment and Installation of components. � "1 _O R GON C / 7.Dalen columns adequate drainage is aided. •j, � ` TPIANTCA In 13C.S1.copies of which will be Nerished Ones coincide A.e,TMs deelgn le hnNshed subNet to the Dmnelons rel fortby a.Pletea00111 be locale on bogNon ofbus end pieced so their center /6.•.43,-14 t,IIEN 1011 011 I 0111 I1I1 ill 1111 1111 ] request.Me SA Ifc.lComplrue SolIWBN 7 6.8(1LEi cate�leeze houGlDigits uoonnplate gar ens BSR•111,ESR.I an(Mttak) F .)RRIVA- EXPIRES:12/31/2015 1E11111 This design prepared from Computer input:by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 6'- 9.5" • IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1.00 TC: 2x4 RODE 81B8TR LOAD DURATION INCREASE - 1.15 1-2-( 01 65 2-5"1-54) 72 3-5"(-210) 173 BC; 2x4 ROOF 81sBTR • SPACED 24.0" O.C. 2-3-1-115) 96 3-4-1 -9) 4 WEBS: 2x4 Mr STAND LOADING DC LATERAL SUPPORT <- 12"0C. 80N. LL( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PSF BC LATERAL SUPPORT <- 12"OC. SON. DL ON BOTTOM CHORD - 10.0 PSI BEARING MAX VERT MAX HORS BOG REQUIRED BRC AREA TOTAL LOAD - 42.0 ?SF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 18.0" 0.0" 0'_ 0.0" -86/ 498V -32/ 104H 5.50" 0.80 KIM ( 625) LL - 25 PSI'Ground Snow (Pg) 6 9.5" -32/ 277V 0/ OH 5.50" 0.44 RODE ( 625) LIMITED STORAGE DOSS NOT APPLY DUE TO THE SPATIAL 'COND. 2: Design checked for net(-5 oaf) uplift at 24 "oc spacing.) RBQOIRENENSS OF 18C 2012 AND IRC 2012 NOT BEING NET. VERTICAL DEFLECTION LIMITS: LL•L/24D, TL-L/180 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX LL PEEL - 0.013" B -1'- 6.0" Allowed • 0.150" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. HAS TL CREEP DEFL - -0.014" B -1'- 6.0" Allowed • 0.200" MAX TC PANEL LL DEFL - 0.140' 4 3'- 5.2" Allowed- 0.410" 6-0542 0-03-12 MAX TC PANEL TL DEFL • -0.167" 0 3'- 5.4" Allowed - 0.615" 1' MAX RORI2. LL DEFL - 0.001" 8 6'- 5.8" 12 MAX HORIZ. TL DEFL - 0.001" 8 6'- 5.8" 5.00 v M-1.5x3 4 Design conforms to main wlndfozce-resisting 3 O w system and components and cladding criteria. t Wind: 140 mph, h-15ft, TCDL-4.2,BCDL-6.0, ASCE 7-10, O (All Heights), Enclosed, Cat.2, Exp.!), HWFRS(Dic), load duration factor-1.6, i Truss designed for wind loads in the plane of the truss only. N h M I T O M l O KkdllIllIllIllIllIllIllIlIlIllIllIllIll.IIIIIII M-3x4 M-1.5x3 i- • 1 1 ). 6-05-12 0-03-12 t l 1-06 y 6-09-08 JOB NAME : 5017-B POLYGON - G2 Scale: • 0.5427 ,(�� pR QEF`^{n. WARNINGS: GENERAL NOTES,unless othuvdse noted: ` 'l'(;�(y 4/' I.&dlder and erosion contractor should be addled of NI Gime Notes 1.TMs design le lased only upon be pornmelere shaven and Is for m Individual ,a }pA` o Truss: G2 end Warnings beers omebue0on commence*. building component.App8abmty of deep parameters and prole �? 11/0//17• V� 2.3n4 amprallon web bradng must be Installed when shown+. Inoorporatien of commppaonnent N the raponeromlMy o the butdlag d,N*ar. C4! ',y 7.Addtlonetemporry braving to Inure dame ening construction 2.Deer mamma theme sod beaem chords Ns be leestaltybreadet ft'' .l'e"2,.91.1-E (". DES. EY: LA Is the responsibility of the erector.Additional permanent bruin of 2'osn and a 10'ea.rnputiwly unites based lhroughool Sher Ngg��Bgth). continuous sheathing each as plywood aheethmy(TO)endfor drywaa{aD), j DATE: 11/21/2014 theavrd ebudua h sol repo ly oldie bueeeU dedoner, 3.gal set bridling or atsalwbadngNmgdredwhem.hewn++ SEQ. : 6120801 4.maload should be ter., complete ndotnoti`ee component yloraweertfhan 4.d DOma nolh'aweserratohousedty piaeameeerreowctive samkrwnmerd r .:'. dulen bads be applied to Nry component and are for'wry ammeter,'of use. '�f •. TRANS I D: 912891 S.CampaTrw ha no oanbal over end assumes no respoesbmly tor she N.Design neuron lull bearing arms supports shown.Shim or wedge fl CC fabrbatien,handling,elpmal and Installation of eenganmis. 7.D.slan mama asoguea drainage b provided, p:.. 0 RE•QQ`y b,• 41 p 6.77ds design h furnished abbot b fie 0mhaeons sol forth by H.pines shat be looaad on both faces of ss and pieced so Deb OWN y �B1t1 IIII p'` 1�1ppt 1 1'purvIOA W BO81,copies a wMdh won be MnalMd upon request e,pleala coined. ealsenz eltemutterri In lines. r-/6../144;1:84 iO,./��. .1Q °0 •. (�Ifl'��OII41111t I ul�pHA��I�� MITch USA,IftalCompUinfs Software 7.6.0(11)-E 10.Por bade**muter phi dseipt tem see Esq.l3T1.E8R-1068(MITNO '!� �• .y,��. • I UU 66NN uUUuugqul8 N EXPIRES:12/31/2615 I 111111111N This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 13'- 1.5" IBC 2012 MAX MEMBER FORCES 4WR/DOF/Cq-1;00 TC: 2x4 ODE 816BTR LOAD DURATION INCREASE - 1.15 1-2-1 0) 65 2-6-4-256) 659 6-3-( 0) 302 DC: 2x4 KDDF 1116BTR SPACED 24.0" O.C. 2-3•(-786) 149 6-7.1-259) 699 3-7•(-734) 220 WEBS: 2x9 KDDF STAND 3-4-1-138) 127 7-4-(-169) 146 LOADING 4-5-1 -9) 4 TC LATERAL SUPPORT <• 12"OC. 8041. EL( 25.0)ODL) 7.0) ON TOP CHORD • 32.0 PSF BC LATERAL SUPPORT <• 12"OC. UON. DL ON BOTTOM CHORD • 10.0 PSF TOTAL LOAD • 42.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA OVERHANGS: 10.0" 0.0" LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) LL • 25 POE Ground Snow (Pg) Cr- 0.0" -100/ 740V -67/ 196H 5.50" 1.18 ODD) ( 615) 13'- 1.5" -65/ 551V 0/ 0H 5.50" 0.88 BODE ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. COND. Des on C ec e. or net - pa up S t at 4 op apacnnq.J BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LI DEF). • 0.013" 8 -1'- 6.0" Allowed = 0.150" HAX TL CREEP DEFL = -0.014" 1 -1'- 6.0" Allowed - 0.260" MAX LL DEFL • -0.016" E 6'- 11.7" Allowed - 0.410" MAX TL CREEP DEFL • -0.033" 0 6'- 10.6" Allowed = 0.814" 7-00-06 5-09-06 0-f3�12 MAX HORIE. LL DEFL - -0.006" 8 12'- 8.0" 1' HORIE. TL DEFL • 0.010" 8 12'- 8.0" 12 Design conforms to main windforce-resisting 5.00 v M-1.5x3 S system and components and cladding criteria. 4 -/ Wind: 140 mph, h•15ft, TCDL-4.2,BCDL•6.0, ASCE 7-10, ` (All Heights), Enclosed, Cat.2, Exp.6, HWFRS(Dix), load duration factor-1.6, Truss designed for wind loads d In the plane of the truss only. i M-3x4 nil1 1-I ON Ul •4 h O '4 I a t " r.7 , r t9-3X4 M-1.5x3 14-3x4x9 r 1' j ), 6-10-10 6-02-14 l ), 1-06 13-01-08 • • JOB NAME : 5017-B POLYGON - G3 $cale: 0.3552 WAgNIN08: GENERAL NOTES,hmbes orialwles noted: p, Q.P Ff:OF . . 1.Builder and auction embed«should be edNaed of MI General Notes 1.7hIe design b bend only upon rig parameter.Awn and Is for on IndlHduet CJ�' NGI N' sj^' Truss: G3 and WaminBs before e«abuosen comminutes. building component A,epeabmy or design peramaten end proper fCr 47• E.las corpremion web bracing meths) leIl.d Muse.horn e. Moerporoeen of component Is the reeponsromN el 593 bodily deel n«. J / /�{,p� �l� DES. $Y: LA ].PIIddo^el tempenry Rmcleq a Mtun tuDBy dloMg oensDucUon 2.Design assumes the Eop end boNom drords robe literal/Mead a� �J 1II / 7 1 v Is the rmperomiey of gra erector.Adag«al permanent brainy of Z'd.0.ltld.41P co.. respectively wham broad 1^reugheut thaw lengri by •Q"'' .(9291 6 P E DATE: 11/21/2014 the mural studios Is Se respandbmy ofrig buBdlg ds.lyner. ambp continuous bridging such lateral Audits required eahesdweres am dryvret(BC). ' 4.No bad ahould be dba 4.1n 1 aloeof ,.ore Mereep nslbq"l�y ate rdnlroshevnl+a SEQ. : 6120802 complete any mphsoldunysgerarowingend A.Deelpea sorest.rig ropobe use ate respective environ fasteners m amplNa end o<no oma should cry coeds prosier then S.Design ileums busses etc to be used M.namcanoeive environment TRANS I D: 412891 deign feeds be applied to any component and ere for d y eondMo^"newts. wga• 5.Compurrva ten no control ever and eeevmea no responsibility f«Ba 8.Design SUM at Nil baring at all supports shown,BMm or wedge II -ry" . . '�, febrlseon,hanndgng,shipment end habitation eloomponents. 7.Design Duma adequate drainage o yrnnldeo. '74. C/R.EGON M. 4/' �I��III�IIIt�II��I �I��II��I I�� 6 TMa design b furnished wheel lo 1, limitations sal forth by W.Mates.haebe located so beth gas.of sus.end placed eft Her center �+ +� i• 7PIIPYTCA M MR copies of which MR Be furnished upon request fines coincide with)olnFllcenror ince. / "Q.y .� i4. LQ ;6.,11,.. MITeH USA,Inc/CompuTrus Software 7.0.8(1 L)-E ,O.Per helicis ccoonndec osher plot.dsel n riluu pec ESR-1311.Eon lyse Wahl ` f?R1L � EXPIRES:12/3112015 1111. I111IIIIIIa This design prepared from computer inputiby PACIFIC LUMBER-BC • LUMBER SPECIFICATIONS TRUSS SPAN 13'- 0.0" IBC 2012 MAX MEMBER FORCES 4NR/DDF/Cq-100 TC: 2x4 KODF 114BTR LOAD DURATION INCREASE • 1.15 1-2-)-776) 171 1-5.1-253) 644 5-2-( 0) 294 BC: 2x4 RODE 1148TR SPACED 24.0' O.C. 2-3•(-139) 127 5-6.1-256) 640 2-6•(-723) 216 3-4.1 -9) 4 6-3•(-161) 147 NE@S: 2n4 KDDF STAND LOADING TC LATERAL SUPPORT <• 12"0C. 006. LL( 25.0)4)11 7.0) ON TOP CHORD - 32.0 PSF BC LATERAL SUPPORT C. 12"OC. DON. DL ON BOTTOM CHORD • 10.0 PSF BEARING MAX VERT MAX HORS BRG REQUIRED ERG AREA TOTAL LOAD 42.0 PUP LOCATIONS RE-65/ACTIONS 545V -69/ACTIONS SIZE 186H 5.50" 0.87N KDDFP( 625) LL - 25 PSF Ground Snow (Pg) 13'- 0.0" -65/ 547V 0/ OH 5.50' 0.87 RODE ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL (COND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing. 1 REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL•L/240, TL•L/180 BOTTOM CHORD CHECKED FOR IOW LIVE LOAD. TOP MAX LL DEFL- -0.015" 8 6'- 10.2" Allowed • 0.604" AND BOTTOM CHORD LIVE LOADS ACT 600-CONCURRENTLY. MAX TL CREEP DEFL • -0.032" 8 6'- 9.1" Allowed • 0.806" MAX NORIE. LL DEFL • -0.006" 1 12'- 6.5" 6-10-14 5-09-06 0-03-12 MAX HORIE. TL DEFL - 0.010" 1 12'- 6.5" T T f fDesign conforms to main windforce-resisting 5.00 i' 14-1.5x3 4 system and components and cladding criteria. r 3 Wind; 140 mph, h•15Ct, TCDL•4.2,BCDL-6.0, ASCE 7-10, IIIIIIIIIIIIIIIIIIIIIIIIIIII (All Heights). Enclosed, Cat.2, Exp.B, MNFRS(OL:), load duration factor-1.6, Truax designed for wind loads in the plane of the truss only. M-3x4 0 11111111111 o 0 I t VI VI ti c .r.6 -/ cr I...4 • -M-3x4 M-1,5x3 M-3x4 • ), 1. 6 6-09-02 6-02-14 • .1 l 13-00 • JOB NAME : 5017-B POLYGON - G4 Scale: 0.3884 �Q_*Q pR:OFF . WARNINOS, GENERAL NOTES.unless rhwMee noted: C '•.. G.�N s/- 1.Bander and.reeaon oaelnolor Maid be advised of al Genal Nates 1.Thls design le heed only upon the omelets shown and b for an b1dMdual * -' �Jf Truss: G4 .red Warning*before oonabvNon commences. balding component ApplkebNM of design pramet rs and Kemp / !d :Y 2.2x4 compression web Mating must be Installed»here-harm•. inootpralen of component le the respeMlbDy eta building designer. `'�^/ 3.Additional temporary Msefnp to insure stability during eamlruNen S.Design asuman lb.lop and bottom chords to 6o Wordy Mated at l '' !g2..*P E M C' viz apd d l O as reepsa)vdr.Nese breesd throughout their tonn�tpAT bP DES. BY: LA is the reaponelSty of the erector.Addiigonel parmanetd bracing or eenMusu►ahesgdnp such a.ply»ood aM•thingRO)andlr drywN(BO). DATE: 11/21/2014 the aserag*adore le the Tapanabmh ofthe Ndlding designs*. 3.2x Impact bridging or telerel bradng required%MereMore•• 4.No load she rid be opined to enyaempenenl WE enerall bredng and 4.Inst.Aadon etlntaS le the raaponsib of the respective conbaeror. � / A Deaf assumes Guam ars to be used in•nonvotrosNa environment. `, , .. SEQ. : 6120803 re•unanwooagd•u•ne•tnegmeanrdd.mwad•gnetume+ w' duI beds he Wiled to am component and are ar'dry midden'of was TRANS I D: 412891 a.Ca rpYfms has no control over and sesames no raspemiNNty for the H. esgary assume*Arg bearing el d wppprM.hovm.Bnlm rwedg.If • '.�/ O REQON t.,1`cI. II II111I� II1a II�I _ O.nda d.allgo Is furnished shipment bda Imitations of rad 5.0plaiiaa�an D b IvoeaaNee ofydon bate oth fun,.of trues,end placid as ma earner Fr 1 fr.1 a. 2.° .. I IUI 1I�I 11'11 iIIl 11111 VIII 1110 II MiTTpeic US,,lnc./CcmpuTrua n SCSI.mile.of tch RS be.NmIshed upon Sofware T.8,8(1L)-E request Ante oolnelde with joint center Emu. 10.for b'Indicate aesonnaotef plate designataigvalueless ESR-tall.ESR.l gas(MtTelg .J r R`t.\' - 1 11 AHH UU 111111 UUUU EXPIRES:12/31/2015 IIIIIIIIIIIII • This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 4'- 0.9" IBC 2012 MAX MEMBER FORCES 4NR/DDF/Cq-1;00 TC; 2x4 KDDF 1140TR LOAD DURATION INCREASE - 1.15 1-2•) 0) 76 2-4-(0) 0 BC: 2x4 KDDF 1148TR SPACED 24.0" 0.C. 2-3-(-75) 31 TC LATERAL SUPPORT <- 12"OC. DON. LOADING BC LATERAL SUPPORT <- L2"OC. DON. LL( 25.0)+0L( 7.0) ON TOP CHORD • 32.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BOG AREA DL ON BOTTOM CHORD - 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ,IN. (SPECIES) OVERHANGS: 18,0" 0.0" TOTAL LOAD • 42.0 PSF 0'- 0.0" -78/ 418V -13/ 820 5.50" 0.67 KDDF 1 625) 3'- 9.2" 0/ 47V 0/ OH 5.50" 0.08 KDDF 1 625) LL - 25 PSF Ground Snow (Pg) 4'- 0.0" -43/ 102V 0/ OH 1.50" 0.16 KDDF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL ICOND. 2: Design checked for net(-5 psf) uplift at 24 "on spaciI , REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL-L/240, TL=4/180 BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP MAX LL DEFL - 0.013" 0 -1'- 6.0" Allowed - 0.150" AHD BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY, MAX TL CREEP DEFL - -0,014" A -I'- 6.0" Allowed - 0,200" 12 MAX TC PANEL LL DEFL- 0.021" 8 2'- 5.4" Allowed- 0.248" 6.0017 MAX TC PANEL TL DEFL - 0.019" 6 2'- 5.4" Allowed - 0.372" MAX HORIZ. LL DEFL- -0.000" 8 3'- 11.2" MAX HORIZ. TL DEFL = -0.000" A 3'- 11.2" r 7 .y 1 Design conforms to main windforce-resisting i system and components and cladding criteria. 0 Wind: 140 mph, b-151t, TCDL-4.2,BCD1-6.0, ASCE 7-10, . (All (All Heights), Enclosed, Cat,2, Exp.B, MNFRS(Dir), load duration factor-1,6, c Truss designed for wind loads ' 1 in the plane of the truss only. "n v" o O N O 1 A 'II d . ` -," , M-3x4 f ), ), .1- 1-06 1-06 4-00 PROVIDE FULL AS:2,4,31 • JOB NAME : 5017-B POLYGON - H1 Scale: 0.6025 WARNINGS: - GENERAL NOTES,unless mends*noted: '<�`;" rF`9kil 1.Budder and motion oonbeator should by advised of d Oenersl Note* 1.Thle design Is bawd only upon the arameten shown and la for an Individual �`' GIN V/` Truss: HI and Warnings Rotors construction commences, building component Appdcablity of design parameters and proper 2.2x4 compression web terming must be Installed Ginn shovel+, incorporation of component b the responsibility of to buId sq dealanu, �1'�j J1,ybJ� 3.Addponal temporary bradpg to roans*bilk dwing Wn*bucllon 2.Dagen aaumea the top and bottom chords tole laterally braised at • ' �'!- DES. SY: LA It the n nY'o.o.end a110'o.o.respenvdy units.bread throughout their WO by �' Y]C ape eroDry of the motor.Adtetiontl parmenent bracing of continuous eheethtag such as plywood ohaatldnMTC)endlor dyumll(BC). • 92 r L DATE: 11/21/2014 Co ovens structure Is Om rsapomtbOly of the budding designer. 3,Ys Impact bridging or tabs!bracing�ngdredwh a Moroi4+ SEQ. : 6120804 4.No bad should bs applied Nay component onel altar al bracing end 4,Insblleeon of boss b the responsibility of the respadba aerometer, fasteners are complete and at no Cme should any bads grottier then H.Deeyn anumes susses ere to be sled In a nawotrootes etwfronment• d TRANS I D: 412891 S. design loads be smarted to any eomp«lent end ere for dry condition*of use. /!',4Rr . :, 4 .CenpuTnn has no control over end assumes no responslbity for the O.Design assume;full bearing at ed supports shorn,elm or made if _ "' ' lebnlemean,handgng,eMpmeM and InehlNeon of memory. !?� companonle, 7.Design assumes atitVudedrstnagato provided. '.'ytt:. AA��OREGON a. Vy/', 8ppl E.Tine design I.furnished subject to ms HndlaHens eel bush by a.Plates shell be located on both lams of bus*,end placed so their tinter F'/' '9� �� IONI IIII OM IIII 111111111IIN IIII � Ati SCSI,coPtes efwhich wit fu daMd uponnques4 9.pleb Indicate with all,,t center goes. 14 2 �4- MiTek USA InciCampu7nn Software 7.8.8(11)E 10.For basic connector plate design values see 80R-1311,NOw(O881MiTch) ltjeP R`'' EXPIRES:12/31/2(515 111116. 111111111 This design prepared from computer input`by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 4'- 0.0" . IEC 2012 MAX MEMBER FORCES Pm/Dor/co-1.00 TC: 2x4 KDDF 914BTR LOAD DURATION INCREASE • 1.15 1-2=( 0) 76 2-4•(0) 0 BC: 2x4 KDDF E14BTR SPACED 24.0" O.C. • 2-3•(-75) 27 TC LATERAL SUPPORT <• 12"0C. DON. LOADING BC LATERAL SUPPORT c• 12"0C. VON. LL( 25.0)+01,( 7.0) ON TOP CHORD • 32.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA DL ON BOTTOM CHORD • 10.0 PSP LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS; 16.0" 0.0" TOTAL LOAD • 42.0 PSP 0'- 0.0" -90/ 405V -7/ 54H 5.50" 0.65 KDDF ( 625) 1'- 10.9" -41/ 52V 0/ OH 1.50" 0.06 KDDF ( 625) L1- 25 PSI' Ground Snow (P9) 4'- 0.0" 0/ 33V 0/ OH 5.50" 0.05 KDDF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL ICOND. 2: Design checked for net(-5 pal) uplift at 24 "oc apacing.I REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL•L/240, TL•L/190 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX LL DEFL • 0.013" E -1'- 6.0" Allowed • 0.150" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX IL CREEP DEFL • -0.014" 9 -1'- 6.0" Allowed • 0.200" MAX LL DEFL • 0.000" 9 0'- 0.0" Allowed- 0.079" 1-11-11 MAX TC PANEL LL DEFL - 0.003" 0 1'- 0.8" Allowed - 0.091" MAX BC PANEL TL DEFL = 0.006" B 1'- 9.2" Allowed • 0,200" T '( MAX BC PANEL IL DEFT. • -0.009" 0 1'- 12.0" Allowed • 0.200" 12MAX NORIZ. LL DEFL - -0.000" 0 1'- 10.9" 6.00(7 MAX HORIZ. TI DEFL • -0.000" 0 1'- 10.9" Design conforms to main windforde-resisting system and components and cladding criteria. I Wind: 140 mph, 0•15ft, TCDL•4.2,BCDL•6.0, ASCE 7-10, I• (A11 Heights), Enclosed, Cat.2, Exp.B, HWFRS(Dir), f 3 load duration Truss designed lt rowind6loads in the plane of the truss only. '' a . u N 1 M o h p I • ca N C 'ei �'4 1 M-3x4 •t f- • y Y ,k 1-06 4-00 • (PROVIDE FULL BEARING(Jts:2,3,4I • JOB NAME: 5017-B POLYGON - HJ1 scale: 0.6700 �,Eb.PR'� tC Ffi� . WARNINGS: GSNBRAL NOTES,uldsas ameudse voted: \v ` I N sf' 1.Bolder and suction oenbaofor should be advised of al Genaraf Notre 1.This design b based only open cow perimeters shown and b for an Individual `�` '001/17. 0' Truss: HJ1 and Warnings before sansbueNon commences. buiding oomponenL AppNosbmly of design parameters wed mop* (!, L/ ' 2.2x4 compression web bucked mast be bottled vdtus shorn h•. Incorporeico of component la the rnponelbliy of the building designer. X41' o^» C foga, 3.AddWanal temporary Prating to Macre**WI during eelutrudten 2.Design asoma the top andbolbm chords to be bt mIy booed al . 92 9) 1-. DES. BY: LA la me rseponama of the erector.Additional psmlanam bilging of c rete.and et to'do such plyely ood s bund(we)anari malt by y g corm.endes. 10'op.resp ll plywood s b a ced t ro and/or dryrna t b DATE: 11/21/2014 Ooowed*niches Is me responsibility of the building designer. 3.2xhowl bridging sr lateral brining required stele shown++ 4.No bed should be*piled to any component undl after al brsdng end 4.Inctelaeon of blasts she rnponsIb y sinue napsetive eonbutor• : s.Desi assume flosses ere to bs used In a non-oono,Ns emVanman4 /',gyp. , • SEQ. : 6120805 fasteners are complete end at no oma should any leads greater man tin _9 • CZ design loads ba sppOed b any*Monett end ere fsr'd,y eon NNari of aa. �*. TRANS I D' 412891 a,oompuTme Me no*onkel war end swim*no responsibility for the 6.Design assumes M bearing et tie meow*.horn,comm a wedge H ..,,� OREGON Ei <C! . neoesary. tebdos4et,handling,oMponant cod Installation of nnhpaneltb. T.Design+scumes adequate dnitnpe Is provided. III (III IpI,1Hl e1ta11 I'In11III�N'ry11p�pp II11Of1I G.This design Is furnished subNet to the emeations est forth by B.Plates shag be Nadel on both Tons Oboe,and pieced coo man*Mx /O..',f9 frrn. 14 51 . '" �I®1 1��'II (IOD�� N,IN Illi MrroItMUSA.lnO.A In �o.lCanpuTnts Software 7..6(1}E1,copies of whieh wi be forniebed upon ra""L N. P basis oosiihserniussiorInes*Made wilt fsle Opiate In rOn vaalue.as ESR-1711 KSR•I gin Windt) "'a; -�• N 1'I AA IIIEEE111N N ERy�, EXPIRES:12/31/2015 1111111 11 This design prepared from computer input:by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 8'- 0.0' 'COND. 2: Design checked for net(-5 oaf) uplift at 24 "oc spacing. TC: 2x4 ROOF I14BTR LOAD DURATION INCREASE • 1,15 Design conforms to main wlndfoxce-xeaistinq BC; 2x4 KDDF 114BTR SPACED 24.0' O.C. system and components and cladding criteria. TC LATERAL SUPPORT <- 12"OC. UON. LOADING Hind: 140 mph, h•20.5ft, TCDL•4.2,BCDL•6.0, ASCE 7-10, BC LATERAL SUPPORT <• 11"OC. 0011. IL( 25.0)fin( 7.0) ON TOP CHORD • 32.0 POP (Ali Heights), Enclosed, Cat.2, Exp.B, MWFRS(Di:), DL ON BOTTOM CHORD • 10.0 PSF load duration factor-1.6, TOTAL LOAD • 42.0 PSF Truss designed for wind loads LL • 25 PSF Ground Snow (Pg) in the plane Of the truss only. Gable end truss on continuous bearing wall DON. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL M-1x2 or equal typical at stud verticals. REQUIREMENTS OP IBC 2012 AND IRC 2012 NOT BEING MET. Refer to CompuTrua gable end detail for complete specifications. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 12 4.00 c.- . 3 -e N .1 ei 1 O N M N t O IS_ p /AMP% -r• ' M-3x4 r • 'I 1' y 1-06 8-00 • JOB NAME : 5017-B POLYGON -- I1 Scale: 0.6299 Q�,16 .PR.OF.,: WARNINGS: GENERAL NOTES,unless of hen4te noted: �{(:`:"• �s 1 44. I.Bidder end erection conhsobr should be edWeed of an Ostend Notes 1.TMs design is based only upon the ammeters shown and b for en tndrlduel . • ��1 N' /`' Truss: 11 and Warnings beton cenebueaon commencas. building oempenent Appleabibly of design perimeter,end proper r{./'. rJ ate: 2.2x4 sompr.e,on web bmeing mutt be instilled when sheen.. inoorporallon of component b the naponelbMbr of Sit building designer. (4 .� �� -v 3,Ada."temporary busing b mu,.ehbWty duang atWmctla 2.Dellen aesumes Sr.by and bosom cherdc to Le Ielraey bend et DES. BY: LAn nfn endo ICeo.respsotively unless bracedbb O)phoultheb lwet by r�,/, C r. le me nwoncibthty of me erector.Additional moil d bracing of (BC) •�4 P G DATE: 11/21/2014 tine enrol structure b Sr.responsibility ohne building designer. continuous sheathing suds as plywood sheathing(TO)ender r fn ny 9 sign a.In Imped bddging relaters!bracingrequired where shown • 4,Mn load Should be applied to any component until and as bracing and 4,msbastion of Wsh theSEQ. : 6120807 e respombity of the respective concontractor. '� , fasteners ffe complete end at no me mould any baa gnaw Mon 6.Design amines ensue ere to be used N a non•carrostvs environment, ��► . design leads be applied to any component, and re ler`dry candl4an'of use. �r�hr TRANS T D: 412891 6,Design&sumts NI baerinii r a4 eupperb shoed.Shim or wedge H ... ' 1/� It 6.CompuTnc&ono control over and asaumas no rosponsOmry for the necesexy, 7/«.• N REGON febdeason,hsndlnm shipmentand hutegadan of components. T.Design assumes adequate dremege b prodd.d, plead as their eanld 7A""'4).. ' b,.. �� 6.This design Is furnished sub b the nudelorm set forth by 5.Pletee shall be keeledonbeth facts of Sum J. ,A„9.�14 *,0�`.�. Illlllillil11111111Illlil111111111III Ilii MT(TpMWTCA In BOA cod&of%Mich 411 be furnished upon A.Inc.(ComP TruoSofi,Gro7.&B(IL)�meat t0,Far beInes*nooe with glint n ecter plated sign values see EBR-1811,EaR-ISIS(MITax) rVf Y� er lines. H.CVO Noah ora of lab M Intim. .RR}LV • • EXPIRES:12/31/2615 _ fI1)�� IHIIlIIIIIII • This design prepared from computer input;by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN B'- 0.0" IBC 2012 MAX MEMBER FORCES 4NR/D0F/Cq-1:00 TC: 2x4 RODF 81iBTR LOAD DURATION INCREASE • 1.15 1-2-) 0) 54 2-5-(-50) 66 3-5-(-2491 177 BC: 2x4 KDDF 816BTR SPACED 24.0" O.C. 2-3-(-103) 86 I. • WEBS: 2x4 KDDF STAND 3-4-( -il 3 LOADING TC LATERAL SUPPORT <- 12"OC. DON. LI( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PSF BC LATERAL SUPPORT <• 12"OC. SON. DL ON BOTTOM CHORD • 10.0 PSF BEARING MAX VERT MAX HORS BAG REQUIRED BRG AREA TOTAL LOAD - 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IA. .(SPECI3S) OVERHANGS: 11.0" 0.0' 0'- 0.0" -89/ 543V -31/ 9711' 5.50" 0.87 KDDF ( 625) LL • 25 PSF Ground Snow (Pg) 8 0.0° -39/ 328V 0/ OH 5.50" 0.53 KDDF ) 6.51 LIMITED STORAGE DOES NOT APPLY DUB TO THE SPATIAL ICOND. 2: Design checked for net(-5 pit) uplift at 24 "or apaci.g,J REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL..L/240, TL-L/180 • BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP MAX LL DEPT, • 0.013" 9 -1'- 6.0" Allowed• 0.150' AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TX. CREEP DEFL • -0.014" 0 -1'- 6.0" Allowed - 0.210" MAX TC PANEL LI. DEFL - -0.266" 0 4'- 0.7" Allowed • 0.473" MAX TC PANEL TL DUE - -0.356" 8 4'- 0.7" Allowed - 0.709" MAX HORIZ, LL DEFL • 9.001" 0 7'- 8.2" 7-08-04 0-03-12 MAX HORIZ. TI DEFL - 0.001" 0 7'- 8.2" . f f f 12 Design conforms to main wlndforce-resisting 4.00c=.- system and components and cladding criteria. M-1.5x3 Hind: 140 mph, h-150t, TCDL•4.2,BCDL-6.0, ASCE 1-10, e- a 4 -, (All Heights), Enclosed, Cat.2, Exp.)), MNFRS(Dir), load duration factor-1.6, III Truss designed for wind loads in the plane of the truss only. , • -,-I " r ri 1 J"CP N in V7 I r -. 11115 1 1 ►-y 'e M-3x4 M-1.5x3 t l l l 7-08-04 0-03-12 l l l 1-06 8-00 • svb JOB NAME : 5017-B POLYGON - 12Ecale: 0.5049 ` WARNINGS: GNNEML NOTES,Unfold Oen**noted: �'A .'``(7�I�. tijbn 1.Budder and er•olbn contra*"should be addled of sb Gonda!Noise 1.ihle design b band only upon S+•parameters shovel and h for an Indhldud \. {4,,�+ J /per_ v- Truss: 12 and Warnings before eonetructlan esmnanass, bidding component.App8a lHI of delta pasmN•rs and p •r C' fl Y 11''7` • r. 2.244 eempr•edan web bracing must be Molded when shad*, awapomfen of*mooned Is the reepona*,Nl of die budding kr l I -"Y S.Adder's!bmpmaryInning to Insure• during cen•buaibn 2.Osslpa assumes dm top and bottom ohmda to be dusk braced■ �` +9 O F E . r. DES. BY: LA Is ma of gra erector.Additional bracing of 2'o.e.and at 10.o.t.nspectwly undo braced throughout dlywatp0I by nall*net b P 'Odious sheathing ouch ft plywood aMeNNg(TC1 ander drynaB(g0). DATE: 11/21/2014 tis overall seuabaebsus responsibility ettebdldlydaaiger• 3.t•Impact bridging or lalend bracing required when shown** / �0 � , 4.No load should be spptad to any component until after ab bncrng and 4.batsbaten atlas ban respanatON of tie nspensve anteater. ' SEQ. : 6120806 fauna are oum$Me and Mao time aheuid any loads trailer man a.Design assumes looses are to be used In a noo.coaoiNa smkenmad. .. and Cr.**dry sonde*"of use. TRANS I D: 412891 desire baa be no an to any aompenant e.Design assumes Nb bearing n agsuarporo Shona.stem or wedge N t�' a.Compunds has n•contrd*sr and swum••no napoaPomly for de and ere* "9 ORECiOht �. �:!'. redesign,handbag,shipment and Inotallaaon of component'. T.Design soothes adequate drainage b*died. +•.,4, t't` �pf Igt I tBgB 'I 9.this deatga b lumlehad sub)eol to tun dmheaons set form by C.plate'NMI shall bo toatedpan4both faces of buss,and plat*so their cents "6 "�.Y Ori 1 ..- ' +7 ('1 IMI VIII I II t1l�l III 1�U �1 MITek USA,InalCompUFruMANNA In DM.amiss Odd* Softwgre Wished WI be 11)-E rs ai, t0.loot book connector plate design vIn alues seg ESR-I311,ESR•lata(MRek) O. .7 111111 U 11 N11 1 FRR10' ' EXPIRES:12/31/2615 �Hll1 0111 This design prepared from computer input',by �`I II PACIFIC LUMBER-BC • LUMBER SPECIFICATIONS TRUSS SPAN 4'- 0.0" (COND. 2; Design checked for net(-5 psf) uplift at 24 "oc spacing.( TC: 2x4 KDDF 1148TR LOAD DURATION INCREASE r 1.15 Design conforms to main windforce-resisting • BC; 2x4 KOPF I1c8TR SPACED 24.0" O.C. system and components and cladding criteria. CC LATERAL SUPPORT <- 12"OC. VON. LOADING Wind: 140 mph, h>19.8ft, TCDL-4.2,BCDL=6.0, ASCE 1-10,;• BC LATERAL SUPPORT <• 12"0C. UON. LL( 25.0)4D1( 7.01 ON TOP CHORD - 32,0 PSF (All Heights), Enclosed, Cat.2, Exp.B, MHFRS(DiC), DL ON BOTTOM CHORD - 10.0 PSF load duration factor=1.6, TOTAL LOAD s 42.0 PSF Truss designed for wind loads LL - 25 PSF Ground Snow (Pp) in the plane of the truss only. Gable end truss on continuous bearing wall OCT' LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL N-1x2 or equal typical at stud verticals. REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. Refer to Computcus gable end detail for complete specifications. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 12 • 4.00 C+' t r-1 1rr-r N e-1 1 0 O 1 O dadillillil ui 010 a 0 1 //////////////////////////////I ', M-3x4 x- • , 1 Si 1 1-06 4-00 • JOB NAME: 5017-B POLYGON - I3 Scale: 0.6950 �I�E� PRpPF, WARNINGS: GENERAL NOTES,unless*Menthe noted: �G1 '�(� 0•tl�< 1.Builder and emotion contractor should be advised of 0 General Notes 1.Thin design le based ony upon the pommeling ahem and b for en inevldusi G`'" U Truss: 13 end Warnings beton coatrudion commence. �puldlldd0n component ApploablOy of design perimeters and proper .J fl ywl /��/pT 2.Zed compression web bracing must be Installed Where shown.. Inoorporallon of oomponent ta the responemmM.f the building designer. LV 1'I'fr f,/!( 1 J.Additions(temporary braeing to Insure atebEty during oonsbuegw 2.Deeicm assume*the top end bottom chords N Merely brand en [�rrr�ff y� �•• DES. BY: LA2.ex.and at l0'o.o.respectively union braced throughout thee length � �t-E { is the rapensPomy of gra erector.Additions'perm0am brecMg of oordnuoue aheethbrg much ex plywood et aWng(TC)smiler dryvnN(BC)Y / DATE: 11/21/2014 the overall drudge is the responsibility dike building dalgner. 3,2e Impact bridging or latent blaring required where shown.a 4,No load should be applied to any ase rrponent urea eller all bradng ad 4.InsNtseen dense Is the respawPoAlty rate f00000500 contractor. SEQ. : 6120809 fasteners are*omelets and at no lime should any load.greater plan 0.Deign 00010 hues,;an to be wad 91 a nen-cecroNve environment, �•�!, ;� � r. design loads be applied to any component and ere for'dry condition'of use. ry. TRANS I D: 412891 5.CompuTms has no contra over end swarms no respnes@Nty for the C.Darien sesames on bearing step auppws shown.(Wm W wedge if •t hbdwan,handling.shipment and hwNAatlon of components. ooeasery, 7 OR QiON y. (4 T.Design ee*umes adequate drainage Is prodded. ,r,•�` Y 'S. A m B1 H1n�1�tn a.This design b 051,a Wished'object to the Ihctatnd eat forth by C.Plates sPees hell cttdbe located on both Noe.of trues,and placed so Owh centro ,I Flap�.1,,,. II1AII��IIaI IIAI��I�II IIIAI IgItl I,R�WIIIII TPBWfCA In BCS(.oeplae ofv,Meh weA be furnished upon request. it.DDigits indlwN sirs.with Joint oboist.N brat,ter hes. d illk, 4 1 III !1 I I'I I'Nf 1`It MITek USA.lase/CofnpUT rue*Software 7.8.8(11)-E 10.For bean aonneetor plate design values see EDR•1311,ESR-191141(Mitch) '17.,.'L7 n`♦_\- EXPIRES:12/31/2015 IHNI This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 9'- 11.7" IBC 2012 MAX 081413ER FORCES 4WR/DDF/Cq•1;00 TC: 2.4 KDDF 9160TR LOAD DURATION INCREASE • 1.15 1-2-(-170) 101 1-4-10) 0 BC: 2x4 RDDF 9148TR SPACED 24.0" O.C. 2-3•( -76) 34 1 TC LATERAL SUPPORT c- 12"0C. UON. LOADING BC LATERAL SUPPORT <. 12"OC. VON. LL( 25.0)4DL( 7.0) ON TOP CHORD • 32.0 PSF BEARING MAX VERT MAX HORS BRG REQUIRED BAG AREA DL ON BOTTOM CHORD • 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) TOTAL LOAD - 42.0 PSF 0'- 0.0" -21/ 235V -36/ 1470 5.50" 0.38 KUDF 16251 5'- 9.2" 0/ 67V 0/ 0H 5.50" 0.11 KDDF i 625) LL • 25 PSF Ground Snow (Pg) 5'-9,- 11 .7"1.2" --44 /69/ 387V 0/ 011 1.50" 0.14 KODF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. (COND. 2: Design checked for net(-5-psf) uplift at 24 "oc spacing.) BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP VERTICAL DEFLECTION LIMITS: LL-L/240, TL•L/1aO AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. I4AX TC PANEL LL DEFL - 0.037" 0 2'- 11.B" Allowed • 0.397" MAX TC PANEL TL DEFL • -0.049" 8 2'- 11.9" Allowed - 0.596" • MAX 000I2. LL DEFL - -0.002" 0 9'- 10,9" i- 3 , MAX 000I1. TL DEFL - -0.002" B 9'- 10.9" ' Design conforms to main wlndforee-resisting 6.00(7 h1 system and components and cladding criteria. Wind; 140 mph, h-21.7ft, TCDL-4.2,BCDL•6.0, ASCE 7-10,1, (All Heights), Enclosed, Cat.2, Exp.B, )4WFRS(Dit), load duration tactor-1.6, Truss designed for wind loads in the plane of the trues only. 0 O0 L I of vt I ( i o ' c (. r a i ►-� co 14-3x4 1 k l 6-00 3-11-11 IPROI'1DE FULL BEARINGi3tl:1,4,2,31 JOB NAME : 5017-B POLYGON - J5 Scale; 0.4622 ' • WARNINGat GENERAL NOTES,unless alum**noted: ` G1(v d'e. I.DUWer and glutton contractor should be Wired ofd Genesi Nota 1,TNo deelge Is baud oMy upon Ca paramalsf sheen end Is lot an indelded `J 6. Truss: J5 and Vyatdnp beton camhuceen commences. balding component.Appaeabmly of design parameters and proper 1157 '+')1t. )(T�j,7� 4. 2.1x4 comp,slon web Waring meetbe Walled xben shown•. Inealparden of component Is lie fsa nesar1�yr of the building tlagrer. G(r '17( I !( y '-p"- 7.Addition&tamporery braving to Was shard/during donsbvdbn 2.Daolgn assume the lop ad b°"6:1,7"4"bl hlwsAy bead e( �.. -.a 2.81.P E T... DES. BY: LA Is the reasonability of the erector.Addeonal permanent brodn6 of T o.e.and a110'e,a r speati slysedn Waned enoughaR otek Nnpth i7 Wo" b meaner'shading fah lateral lywood.sad she C)endfmdryrma(Ec). DATE: 11/21/2014 theeade stuel,nththetosay nwpofthebdsNa dolens. s,la Ibpe&bddpasgathebrcdngnauawcomaeshown++ 4.No toed should be mead to any component ad after M Wading and 4,I &len abuse le M resppensm elm moped°.°anteater. SEQ. : 6120810 fastens-sr,complete end at no Ems should say beds gnaw then A purr asoma titan an he WI wed In•netwonaM smbonmenr, ,Imo"'..` .. • end anfet"dryeannon"of use. ,`'� _. deign lade a append re any component e.Dna assumes NI boating at a TRANS T D: 412891 s.Co rptt7nn h■a ne°onbwl ova and auema no niq aua Nay hr the gra g a supporta shown.Shim w wedge If ea Cr . y ryfalolen.handing,shipment d baWdof components. y4. ,Y ✓ RE.GON t .10 . . apnaivmeeee� e g . 9.Tads dalen rrhd slated te 1iea fy a.Plan shell be Vested on boahen of buss,ate plowed f Moir centre / '1 k OEget . Ones. Qi a i�0 ..�� I1111 1113Ell Gb .coibrlf USA,Inc./CompuTrus Sof ware7.U.6(T )-E 1.Feailconnectorpide dun see ESR.1a1t,EER-lila(MITep MFSR.1� . EXPIRES:12/31/2015 ... ....... I 11110111 • This design prepared from computer input('by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 11'-.11,7" IBC 2012 MAX MEMBER FORCES 481R/DDF/Cq-1:00 TC; 2x4 KOOK 1168TR LOAD DURATION INCREASE - 1.15 I-2-(-205) 106 1-5-(0) 0 BC: 2x9 KODF H16BTR SPACED 24.0" O.C. 2-3-(-102)3-O.( -37) 18 TC LATERAL SUPPORT <- 12"0C. (ION. LOADING BC LATERAL SUPPORT <- 12"OC. UON. LL( 25.0)401.) 7.0) ON TOP CHORD - 32.0 PIP DL ON BOTTOM CHORD - 10.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA TOTAL LOAD - 42.0 NSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN, (SPECIES) 0'- 0.0" -22/ 236V -44/ 1780 5.50" 0.38 KDDF ( 625) LL - 25 PSF Ground Snow (Pg) 5'- 9.2" 0/ 68V Of OH 5.50" 0.11 KDDF ( 625) 5"- 11.2" -165/ 356V 0/ OH 1.50" 0.46 HOOP ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 9'- 11.2" -92/ 1B0V 0/ OH 1.50" 0.23 KDDF 1 625) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 11'- 11.7" -20/ 47V 0/ ON 1.50" 0.07 KODF ( 625) 13055011 CHORD CHECKED FOR lOPSF LIVE LOAD. TOP 'COND. 2: Design checked for net(-5 psf) uplift at 24 mass spacing.) AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL"L/240, TL-L/180 MAX TC PANEL LL DEFL - 0.038. 0 2'- 11.8" Allowed • 0.337" MAX TC PANEL TL DEFL • -0.051" 0 2'- 11.9" Allowed - 0.596" r -,r MAX HORIZ. LL DEFL - -0.002" 8 11'- 10.9" MAX HORIZ. TL DEFL • -0.002" 0 11'- 10,9" 1� Design conforms to main windforce-resisting • 6.00E4' 3 system and components and cladding criteria. Wind: 140 mph, h-22.2ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,. (All Heights), Enclosed, Cat.2, Exp.B, MNFRS(Dic), load duration factor"1.6, Truss designed for wind loads in the plane of the truss only. a 1 .� r, b 0 1 no • • t7 M-3x4 • • ,1 )' 6-00 5-11-11 1 [PROVIDE FULL 1EARING;Jts;1,5,2,3,41 • • JOB NAME : 5017-B POLYGON - J6 Scale: 0.4073 • WARNINGS. 9nj�D PROr r GENERALMOTES,unless orisn ale noted: _ rC ;,S" CsA 1.Wieder and ameba oontsctorshould be advised of all Gonna)Nolte 1.Thh design Is based only upon Ilea parameters therm end Is lot en mdrlduei om` �3.I N' V f', Truss: J6 end Wsmings balm camtruaon commences. building component.Appacabmty of design perimeters end proper ``� '1�,\ ) 2.tee eompmelon web bnetrg mud es inebged where shown+. Inoorpaedon of component le the,gpomellny'of e,, designer. I ,!lj�. DES. BY:: LA 3.Additional temporary62.Das ammo;Me le y bra �i/ diN/177••'((( h the ndng to Miura stability during construction Design p and bottom chords l e Wavily braced et e n IPE S responsibility of the erector.Addleond permanent bracing'of T o.c,and a 10'0.0.mp,as py wins bead U0yyea)endIt atekmnpaiby 4 • G. DATE: 11/21/2014 tIe overall striatum h ho eepontl,Aly of 01e bWIdM9 designer. 3.aomkmous shathing such a plywood sheeS s,(TC)andlor Qryvrsll(WC). 4.No[sed should belonged 2e impact bridging or lotus.eeriey nqulnd when shown++ SE 6120811 longed to any component unlit saes sit boding and 4.Iatlgaso o of bun Is Bre rt abe of he rapes*,contractor Q• fasteners en complete and at no ems should any loads greater Man 5.Design nsumea trusses an to be used In a non•oorooNe environment, • 5,OompuTn , TRANS I D: 412891 dwlgn lade be spoiled erry component end are for•dryegndSon•of uta. %,�.o s ha no oomrel d over and assume,no maponsfaPy For ane IL 0esipn assures 41 leering at of supparh show".Shim or wedge II a " : Cr tebreetlen,handing,shipment sad h,st.Mlon ofcomponenle. hesenary, QRE1 N �, e,The design Is Punished added to the limitations eel forth by 7.Design assumes►a dsinege Is pRu..,e. ,/ 4,UU O �a.. 11111111�Q111 f11111111111111111111II,Pee0045m.slid both ose. ua,endPlacedsoIhdroenta �Y� '"7,4r O pN II TPW/TCA hi 8CS1,copies a/whits Mg be famished upon request. Ines wined.wtlh Joint cents tines. / M7ek USA,Inc/CompuTrua Software 7.8.8(11.}E 1a FFordbeIndies.*nectorsize op eta d i Wigan values see HSR-1311,ESR•tgle(6uielgD. •Q' RR10 EXPIRES:12/31/21)15 Mak 1111111 This design prepared from t,utoputer input`by PACIFIC LUMBER-BC • LUMBER SPECIFICATIONS TRUSS SPAN 13'- 11.7" IBC 2912 MAX MEMBER FORCES 4WR/DDF/Cq•1.00 TC: 2x4 ROOF 81iBTR LOAD DURATION INCREASE-. 1.15 1-2=(-246) 123 23 1-5.(0) 0 BC: 2x4 KDDF 810818 SPACED 24.0" O.C. 3-4•) -661 31 • IC LATERAL SUPPORT <• 12"OC. VON. LOADING BC LATERAL SUPPORT <- 12"0C. UN. LL( 25.0)+DL( 7.01 ON TOP CHORD • 32.0 PSF DL ON BOTTOM CHORD • 10.0 PSF BEARING MAX VERT MAX MORE BRG REQUIRED BEG AREA TOTAL LOAD • 42.0 PSP LOCATIONS REACTIONS REACTIONS SIZE 50.IH. (SPECIES) 0'- 0.0" -22/ 238V -52/ 211H 5.50" 0.38 KDDP ( 62S) LL - 25 PSF Ground Snow (Pg) 5'- 9.2" 0/ 68V 0/ OH 5.50" 0.11 ROOF ( OS) 5'- 11.2" -161/ 340V 0/ OH 1.50" 0.43 KDDF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 9'- 11.2" -127/ 260V 0/ OH 1.50" 0.33 RODE ( 625) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 13'- 11.7" -51/ 109V 0/ OH 1.50" 0.17 KDDF ( 625) BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ICOND. 2: Design checked for net(-5 psi) uplift at 24 "oc spacing,' AND BOTTOM CHORD LIVB LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL•L/240, TL"L/180 MAX TC PANEL LL DEFL • 0.040" 8 2'- 11.8" Allowed • 0.397" • MAX TC PANEL TL DEFL • -0.054" 8 2'- 11.9" Allowed • 0.596" MAX DORIS. IL DEFL • -0,003" 0 13'- 10.9" HAX HORIE. TL DEFL - -0.003" 8 13'- 10.9" Deelgn conforms t0 mala wibdforce-resiatinq system and components and cladding criteria. i Wind: 140 mph, h-22.7ft, TCOL•4,2,BCDL"6,0, ASCE 7-10,1 12 (All Heights), Enclosed, Cat.2, Exp.B, MWPRS(Di'), 6.00 p load duration factor•1.6, 3 truce designed for wind loads in the plane of the truss only. r v o Q 1 N N 1 l rn0 d IL o -_. - 1 t._- o M-3X4 l • 6-00 l 7-11-11 (PROVIDE FULL BEARINGoJta:1,5,2,3,41 JOB NAME : 5017-B POLYGON - J7 Scale: 0.3524 ��tt RR:QpF. WARMN0SI GENBRAI.NOTES,mem aen**mist .)..`Qk17Y -Vf' 1.BuUda end woolen oontredershould be advised d all General Noise 1.This design Is baud only upon the parameters*hon and Is for en individual l`! / 1 pt. �A- Truss: J7 and Wamaps bolero won*trudlon oonvnenae. building wroPon+rat.PyphsbBd of design parameter*end griper C(� Tl1�r' /7' y -f-f7..' 2.lad uampnsebn web brewing must be letaledwhee Moan•. aeerporelon of oongoantIs the rop0omPoN�lyy of the building designer. 7' S.Addlaonel Mmparery bring 10 insure etabIlydwing wabueaen 2,Deelgn mamas the tap and bodom ehreds tDe INanOy bead e DES. BY: LA xo.o.endel11na,respectively unless brand throughout their leennpp__1h by .�' 2t N.PE �'. a the nepnsRdNy M the erode.Adddael permanent bracing of continuous*haling such a plywood ahee/dng(TC)endfor aryrwx{aC). • DATE: 11/21/2019 the overall structure ie tie responebely of the building designer. 3.2x Impact bdduing or latah brewing regaled when shown•• _ 4,Na bed should be applied M any eon,penantumU eller ill bracing end 4.blsahHen Moues la the roeponslblyel the reapedhe worame a. S. n mums bulla are to be used M a noneonoehe anvbonmenL :4411011...." .:. SEQ. : 6120812 raeanm+lenwomPaeaedatnotlmeMabanyloeageeerthen Doig fry_ ± TRANS I D: 412891 design loads be applied to any component. end are for'dry condition"of use. ay • 6.ComplTns has no<onbd ever end mama no responutOy for the 0.Malan assume*lug beating al ci support sown.Shim en wedge If IZ fibrinogen,handing.sMge and tas.I•ln ormmpolenta 7.DaNgn iuneme*deem%drabnge's�wwia.d. .7 .A_ •OREGON\b5. h� 6.Thls dolga a famished ambled to the Imitations al forth by 0.Plata shell be[mated sin of en both fame o bee•and ptved se their tenter lb.'9:y .� !ZO �• f I��1II�II I I II 11111 Ill•II� MItch USA)IComptlfnp Software 7 6.U(TL)E nit 10.Fforbeele cnneodorplelt plateIn dues see EaR•1 E11,ESR-l051(birrelt) v.1 171/WIVA in=N.miles OMNI WM be furnished upon Ines minable*Oh feint SST- 1111111111111111111111 • .Rll.4 die e EXPIRES:12/31/2615 • , , 1E111111 This design prepared from computer input)by I PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 15'- 11.7" IBC 20I2 DIAX MEMBER FORCES 4WR/DDF/Cq-1,00 TC: 2x4 KDDF 9l3BTR LOAD DURATION INCREASE - 1.15 1-2-(-287) 143 1-6-(0) 0 . BC: 2x4 KDDF 0168TR SPACED 24.0' O.C. 2-3-(-184)- 79 3-4=(-108) 58 TC LATERAL SUPPORT <- 12"OC. UON. LOADING 4-5-1 -44) 20 BC LATERAL SUPPORT <- 12"0C. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PSF DL ON BOTTOM CHORD - 10.0 PSF TOTAL LOAD = 42.0 PSF BEARING MAX VERT MAX HORZ BOG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS 812E SQ,IN. (SPECIES) LL - 25 PSF Ground Snow (Pg) 0'- 0.0" -22/ 237V -60/ 245H 5.50" 0.30 KDDF ( 625) 5'- 9.2" 0/ 68V 0/ 0H 5.50" 0.11 ROOF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 5'- 11.2" -168/ 346V 0/ 0H 1.50" 0.44 KDDF ( 625) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 9'- 11.2" -116/ 234V 0/ DN 1.50" 0,30 !DDT ( 625) 13'- 11.2" -109/ 227V' 0/ OH 1.50" 0.29 KDDF ( 625) BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP 15'- 11.7" -15/ 32V 0/ OH 1.50' 0.05 KODF ( 625) AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 'COND. 2: Design checked for net(-5 pat) uplift at 24 "oc spacidg.) VERTICAL DEFLECTION LIMITS: LL-L/240, TL=L/180 MAX TC PANEL LL DEFL - 0.039° 8 2'- 11.0" Allowed = 0.391" ,,- 5 -, MAX TC PANEL Ti DEFL = -0.053' 8 2'- 11.9" Allowed - 0.596" MAX HORIZ. LL DEFL - -0.004" 0 15'- 10.9" MAX HORit. IL DEFL = -0.004" 4 15'- 10.9" I Design conforms to main windforce-resisting 4 system and components and cladding criteria. (i 12 ! 6.00 17;" Wind: 140 mph, h-23.2ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,, (All. Heights), Enclosed, Cat.2, Exp.B, MNFRS(Dlr), load duration factor-1.6, 3 Truss designed for wind loads in the plane of the truss only. "n 1 c h 0o oro i M O 1 h O 1._. _- ti, . O M-3x4 y 6 . 6-00 9-11-11 (PROVIDE FULL BEARING12ts:1,6,2,3,4,57 JOB NAME : 5017-B POLYGON - J8 Scale: 0.3267 pRdr. WARNINGS: GENERAL NOTES,unless athetaaa noted: �(,�' rE� 1.Builder and erection sonteetorobeuld be adnteod else General Notes I.This des le based only6 t� and Waring* component- upon the pamm�par shown and is for an IndvWua{ Gj NQI N Ui Truss: J8 goon web axing muasmmsnsss. building t/on of component ofdesignpva*Idle andngdeeper. e r a' 2.Yx,companion web Waving muel be Minded where shetwh,. moolporoton of rxrmponant is the nsponWtllty*Idle building tea( e. - 4 • /• I)j /tp76'�'� 2.Det pumes the topend benem chords to be ate Y(.��l ''f Y� DES. BY: LA 3,Addheonei ampororyMs er .to Masro sYb l permanent nB conatuesen gar retro bread et Is the nspomibNty ofNa swear.AddlBohel Permanent broelnp Of T o.e.and et 10'es,respect plywood uMp braced throughout emir I by �' "92.•P E , t:" 11/21/2014 the overall structure Athero o eI Na buadln designer. oanonuoue sheathing such es She thief re a 401040/00100- DATE: 4,No load should be s aP nelbfety t 3.Za loped bridging or lateral bowing Muted where shown r+ S E 6120813 applied to any component until after w bracing and 4.InenWtian oleos le Ne respirability le a respacrve contester. Q• fasteners are complete and el no time should any lads troster Nen B.Millen amines Weep are to be used in s non.c000sive emlronm•nt• TRANS I D: 412891 design baso be no are a any componenL orcin and ere for"dry notelet-of use. . ,, 5.CompulYua has no control over and aesurnsa no nepensibmty for the B.Design assume,a0 bearing et a8 supports shown.Shim er wedge U • -eY fabdeationh,handfnp,shipment end Mstseelun of components, necessary, S.This deal a furnished subjectn Ne holes°o eel fent by7-Deep assumes adequate drainage le provided, 1791: A� REGON t[4 INI garIn SCSI,seats of U.Plates shall be aoee pion both aces elms,end placed so ter canter .d•�)4'I 14 � , 111[11111111[111111III 1111111I[I I[[I MITBK USA.(n IXtlpuTru,SORWgre 7.6.0(11.1-E request.aill be Imitated upon 10.For basic conants coincidenicctter pee design values ace ESR-1311,p-SR-I Bab(MITch) V A.r • �� • t peer lbws, B.Digin indicate sir,of ate In Inches. Plitt), EXPIRES:12/31/2015 1Illlllllll1l This design prepared from computer input by :III 11 PACIFIC LUMBER-BC • • LUMBER SPECIFICATIONS TRUSS SPAN 17'- 8.9" IBC 2012 MAX MEMBER FORCES 4NR/DDF/Cg=1:00 TC: 2x4 KDDF 81a0TR LOAD DURATION INCREASE = 1.15 1-2=(-322) 100 1-6•(0) 0 BC: 2x4 KDDF $10BTR SPACED 24.0" O.c, 2-3•(-216) 95 3-4•(-149) 68 TC LATERAL SUPPORT C. 12"0C. UON. LOADING 4-5-( -65) 30 i BC LATERAL SUPPORT <= 12"0C, OOH. LL( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PSF DL ON BOTTOM CHORD - 10.0 PSF TOTAL LOAD - 42.0 PSF BEARING MAX VERT MAX MORE ERG REQUIRED ERG AREA • LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) ' LI = 25 PSP Ground Snow (Pg) 0'- 0.0" -22/ 237V -68/ 276H 5.50" 0.38 KDDF ( 625) 5'- 9.2" 0/ 68V 0/ OH 5.50" 0.11 KDDF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 5'- 11.2" -173/ 348V 0/ ON 1.50" 0.45 RODE 4 615) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING NET. 9'- 11.2" -112/ 221V 0/ 0H 1.50" 0.28 EDDY ( 625) 13'- 11.2" -139/ 285V 0/ OH 1.50' 0.36 EDDY ( 625) BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP 17'- 8.9" -47/ 96V 0/ ON 1.50" 0.15 EDDF ( 625) AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 'COND. 2: Design checked for net(-5 psf) uplift at 24 "ec spacing.' VERTICAL DEFLECTION LIMITS: LL-L/240, TL=L/180 MAX TC PANEL LL DEFL - 0,039" 8 2'- 11.8" Allowed = 0.391" MAX TC PANEL TL DEFL = -0.053" 8 2'- 11.8" Allowed - 0.596" r 5 MAX RORI1. IL DEFL • -0.005" 8 17'- 8.2" Design conforms to main windforce-reeiating system and components and cladding criteria. Wind: 140 Mph, h-23.60t, TCDL-4.2,BCDL=6.0, ASCE 7-10,) 12 (Ali Heights), Enclosed, Cet.2, Exp.s, MNFRS(Di5), 6.00 p load duration factor=1,6, Truss designed for wind loads in the plane of the truss only. O C .-, ,-r 1 ' tVN O G I rn ii1 M P 1 1 1" / c, M-3x4 • 1 r 'I 6-00 11-08-15 'PROVIDE FULL BEARINGf2ts:1,6,2,3,4,5' • JOB NAME : 5017-B POLYGON - J9 Scale: 0.2935 RRDF�,. WARNINGS; GENERAL NOTES,unless obmWe noted: 'f4(.•. f 1.Euldet and emotion contractor Avoid be advised dell General Nobs 1.TMs design Is based onty open the perimeters shown end la for an IndvIdu•I `• �Q• Truss: J 9 and WemIngs beton emsauelon aommenoew building component AppArabllty of IMP parameters and proper .N.\/LP f /�^Qrya7 .f 2.2a4 compreedon web brach next ln.laled where shown+. Incorponloo of oompenent l•the mops of be building designer. ljQ• (�Ty •'/.f :Y 9 2.Dastpr assume{the lop and bottom thirds to be laterally braced al �.. DES. BY: LA a.Adele res temporary bracing to mann atabIy drdnn eaaaungon .�'' • p e �' Is the n eine erealer.Addf9and permanent brining of 2'as mmol shoveling tee sodeatlr ly{odes bund(TC(s rem 9trywenatlr). . - t"G sD$to E P• g eenanueua ddpiglate:as pyuuodquired here t abater dryer' DATE: 11/21/2014 NMa ooverallsoldb.hbe I,so comtyo1beoOldhq designer. 7•In Ir,gndbofgI .IA.retbndngnmDe,.where osoohem++ 4.No bad Mould be applied b any component anal'after a8 bracing and 4.Insteaalbn of Mos Is be redpon:bmy'fere reapecave{{neater, $EQ. 6120814 Intoner.era complete end at roe time should any beds greater then 5.Design assumes homes are too be used Ina non-oonoalve environment ;•�,r .:1. •- destgn beds be eppiled le any component and are fat"dry eondtlon"otvsa. -r. .. . TRANS Y D: 412891 9.OwlpuTm has no control over and seamee no neponelblly lar the 9.Onl5n assumes k,8 bearing at all*uppers show,.Shim w wedge N febriragen,handling, mend and bbdedadon of components. 'Mtn elms -9 REGON�ti;,. k/ . 9 shy P I.PsN�bsf b.I Nested on othedrainage la Oses,a �,,,,' �f.0 i`• e.ThN detlgn b IinMsMd sub)ealto the pmndmsset fain by I.Piste'OW be boatedpon boli hen of huge,end placed aro Melt{anter /Q:.,tII- 7.4 9.° .�+ I(� I{�I I��[:III)��II('I�UIII'I�)Im MITek USA.If1cJCanpulrus Software 7.0.0(1L)-E u request 1Rnee coincide with Joint center lines. 0,Pa bei db m o of plata Widen h values we E8R-lSt 1.ESR-1980 Stiffsk) `+9 RR1U-�' EXPIRES:12/31/2O15 11111111111 This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAM 2'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/D01/Cq•1;00 IC: 2x4 KDDF 4140TR LOAD DURATION INCREASE • 1.15 1-2-( 0) 76 2-4•0) 0 BC: 2x4 KDDF 01(BTR SPACED 24.0" O.C. 2-3•(-67) 15 , TC LATERAL SUPPORT <• 12"0C. UGH, LOADING BC LATERAL SUPPORT <- 12"0C. UON. LL( 25.0)lDL( 7.0) ON TOP CHORD - 32,0 PSF BEARING MAX VERT MAX HURZ BRG REQUIRED BRG A$EA DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.I0. (SPECIES) OVERHANGS: 18.0" 0.0" TOTAL LOAD = 42.0 PSF 0'- 0.0' -110/ 429V -7/ 54H 5.50" 0.69 RODE ( 625) 1'- 9.2" -70/ 39V 0/ 0H 5.50" 0.06 ROOF I 625) LL • 25 PSF Ground Snow (Pg) 1'- 11.7" -22/ 42V 0/ OH 1.50" 0.07 KDDF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO TH8 SPATIAL (COND. 2: Design checked for net(-5 put) uplift at 24 "oc spacing.) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING NET. VERTICAL DEFLECTION LIMITS: LL•1.l240, TL-L/180 BOTTOM CHORD CHECKED FOR LOPSF LIVE LOAD. TOP MAX LL DEFL • 0.013" 8 -1'- 6.0" Allowed • 0.150" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = -0.014" 8 -1'- 6.0" Allowed • 0.200" 1-11-11 MAX ac PANEL LL DEFL - 0.002" 8 1'- 0.1" Allowed • 0.050" MAX BC PANEL TL DEFL • 0.002" 0 1'- 0.1" Allowed • 0.067' SAX HORIZ. LL DEFL • -0.000" 8 1'- 10.9' 12 MAX HORIZ. TL DEFL • -0.000" 0 1'- 10,9" • 6.00 v • Design conforms to main windforce-resisting r system and components and cladding criteria. Wind: 140 mph, h-156t, TCDL•4.2,BCDL-6.0, ASCE 7-10, , (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor•1,6, A- 7Truss designed for wind loads 11 "� in the plane of the truss only. 0 p N i M t �� 0 N M-3x4 • l ,1 i' 1-06 2-00 (PROVIDE FULL BEARING1Jts:2,4,3J JOB NAME : 5017-B POLYGON - SJ1 scale: 0.6193 n.O PR:Op r. WARNINGS; GENERAL NOTES,unless otherv4ea soled; v�;N� Utst 1.Builder led erection contractor should be advised Kali General Notes 1,Thin deelgn iv based only upon tie paranielan shawl and m for an Indleldusl ,1 N /- Truss: Truss: SJ1 ands' rmrtgs before oencbuolon commences. buedkg oomponenr.Applicability of deelOo pennants end prop,, �,� A 2.244 compression web bracing mut be Installed whore Mone*, Inoorpon4on of component is the responsIb of he building designer. 'C itJOi J #1r- 3.Addecnal tenponry loaning to Mauro mom,luting oonohuofar 2.Design sesames the top and bottom chorda to a laterally brined ur C DES. BY: I,A la the 2'co.and 14110'c,c,respectvdy unless braced throughout heir Nnpth by •rt'' '92 i e. ('"' raepandbEty of she sncter,Additional permanent brarhg of aoetsuose eheahin bush as (B0). P C DATE: 11/21/2014 he overni sbeahee Is the responsibility of he bolding deg plywoodguired*thus owot drywee / 4.No load should be eed to y g Nracn 3.in leOyIo,bodging I.tee rebracingityof the whoaal oo le �g SEQ. : 6120815 PP any component anal tear ell brealnp and 4.Design enema ofinnbrhe netobe used he roepsNM oonbador. - / .. fasteners an somplNe and at no Onto should any loads grsehr hen 6.Design enema W saes ore to be used h a nonenrreelve embonmert :. . ,f deign kale be applied to any component end are for'dry**million'of use. /raar TRANS I D: 412891 a.Company,hoe no emdrol oh,and stens,.no re 9,Design assumes tall bearing e1 ell supporta shown.Shim or wee H -ey "' aponslbRry kr neteseary, uRv W {�RE�.70�r ,I' fabrication,handling,eblpmont end Installation of component., T.Design assumes adequate drainage h ptoNded. A_ 1 e. 114 • m 6.This design Is(wished Babied to the lindleloes eat forth by S.Plans shall be Jooel.dpon both Nees of buss,end paced so thefreemer ,1 D• �' ide nth joint center lines. I1IIII1I�II III II�II��I�IIIII'��I I� MIT�s $pylAITCA In nc.lCompuTru0131,copies of sd3oRwerech wilt be 789(1 request, ,0.ObbdtoaMlseop plots In aeEBR-taf7.BSWiBaa(MRaY) /O 1N �Q• 'tteRRtt v. EXPIRES:12/31/2615 I'(OE111IIiii This design prepared from computer input by 11I1 PACIFIC LUMBER-HC LUMBER SPECIFICATIONS TRUSS SPAN 3'- 11.7" • IBC 2012 HAX MEMBER FORCES 4WR/DDI'/Cq•1:00 TC: 2x4 KDDF #1OBTR LOAD DURATION INCREASE • 1.15 1-2•( 0) 50 2-4•(0) 0 . 8C: 2x4 KDDF 416BTR SPACED 24.0' O.C. 2-3•(-69) 30 IC LATERAL SUPPORT <* 12"0C. UON. LOADING BC LATERAL SUPPORT <• 12"0C. UOM. IL( 25.0)+DL( 7.0) ON TOP CHORD • 32.0 PSF BEARING MAX VERT MAX HORS BOG REQUIRED BRO AREA DL ON BOTTOM CHORD • 10.0 PST LOCATIONS REACTIONS REACTIONS SIDE SQ,IN. (SPECIES) OVERHANGS: 12.0' 0.0" TOTAL LOAD 42.0 PST 0'- 0.0" -62/ 322V -13/ 71H 5.50" 0.52 ROOF ( 625) 1'- 9.2" -3/ 60V 0/ OH 5.50" 0.10 KDDF ( 625) LL -25 PSI Ground Snow (09) 3'- 11.7" -44/ 94V 0/ 0H 1.50' 0.15 KDDF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL jCONO. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing.' REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL•L/240, TL•L/180 12 BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP MAX LL DEFL • 0.002° 0 -1'- 0.0" Allowed • 0.10.0" 6.00 v AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL * -0.003" 6 -2'- 0.0" Allowed • 0.133° MAX BC PANEL LL DEFL • 0.002" 0 1'- 0.1" Allowed • 0.050 MAX BC PANEL TL DEFL * -0.002" 0 1'- 0.1° Allowed • 0.067" MAX HORSE. LL DEFL - -0.000" 0 3'- 10.9" f 3 -, MAX RORIE. TL DEFL • -0.000" 0 3'- 10.9" Design conforms to main windforce-resisting . system and components and cladding criteria. �' Wind: 140 mph, h•15ft, TCDL*4.2,BCDL•6.0, ASCE 1-10, (All Heights), Enclosed, Cat.2, Exp.B, MNFRS(Dir); load duration factor-1.6, .. Truss designed for wind loads ' e.t of in the plane of the truss only. ea . 01 O 4-1.1 rn • .4 M-3x9 a I i D l 1. l 1-00 2-00 1-11-11 PROVIDE FULL BEARIN07Jts12,4,31 JOB NAME : 5017-B POLYGON - SJ2 Scale: 0.6910 n� PR°Fe% . WARNINGar GENERAL NOTES,units*otherwbe nolo& " r. �N. c ts�: 1.Balder and moolbn contactor should be adWsed of cog Genets Nsbe 1.1M5 design is based only upon Ib.perimeters shown and b for en IndhWual N 0• Truss: S J2 and Wanting*Bohr.construction aotmmennes. building component.Appaoblity of design parameters sod proper �; 2.rasa compression web braving meet be lnea9ed wham Mown*. Neorpersden of component Is the reopen of Ore building daigner. . 7I [�I '. 3,AdJeanal temporary braomg b hum.,,,,,,„r,„doing.soli 3.. 1.Mellen mu the by and battens drerds lobs Islaraty brined of DES. SY: LA Is the responsibility of the ender.Additional permanent basing of T o.o.and at 10'e.g.mepsoMoly unbolt braced throughout mob RAO by .4 ?9r�4��P E .i f contMuoa shoeing such as plywood shea0dn0(TO)andlor drys/al/434 DATE: 11/21/2014 the overall stvobne Is the respombhhy of the building desianer. 3.2x Roped bddghlg orlMeral brothlg required Abate shown• {,No bad should be applied to any ampananl unet after MA braving and 4.Instigation of tons h the responab olthe rsuperb.a conbaolcr. . SEQ. : 6120816 Repan am oompleto and at no eme aloud arty loads grosterban e.Design assumes smogs an to ba used In a nonsorrostva a*onment, ,r,� / .. and an for eadNen"ofvas. deign lade be applied to any campanant 'by /�. TRANS I L1: 412891 a.compuTnn hes...„3.01.,...d s*emgs no responaroaby for the O.Dagen aso MUM oma full lowing at cog supports sham.Side a wedge II OREGON ,^t, fabrication,handing,shipment end Nltheaeen of components. 7.Design assumes adelwb drainers hg�y ed. ",:t. .4,. +av `a! IIlI H 'S.This design b furnished*shiest lathe Umdeaens set forth by a.Plates shag be loaded on beth nos demo,and placed co their center /O.,A:Y' 7,4 I-0. +, I 111111 III1I111-111111 I`I,I�I1I!�II(I� NHTe SA l TPIWICA in clic yCWnpuTlus Software 7:13(ILFE request 10.Pm*MOO connector plate desigIngo minctde vdth Joint center n values nee ESR•1311,ESR-19ag(MIMS) l if g A 11. 9.Digits Indhsb sloe delete In lnchss. RRII�- ' EXPIRES:12/3112615