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Plans (73) Di S DNG PPFPARED REM CC1VPUTER I NPUr(LOADS 8 0 MENIS1 ONS) SUBM TEED BY TRUSS M=R (11 16143--FREDTEST -BCBERG RESI DENTI AL ADDI TI -- 10700 SW NCRTH DAKOTA TI GARD, CR - J1) Top chord 2x4 If #2 120 nph wi nd, 15.00 f t mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC C1=4.2 psf, wi nd BC Abs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ve W nd I oads and react i ons based on MFRS wi t h addi t i onal C&C nerrber I oad appl i ed per I BC-12 sect i on 1607. desi gn. Def I ect i on rreet s L/360 I i ve and L/240 total I oad. Cr eep i ncr ease f act or R ght end vert i cal exposed t o wi nd pressure. Def I ect i on meets L/180. for dead I oad i s 1.50. 1.5X4 III 8 3X51 4-2-0 41111 ' 1 1-6-0 I/ IIIIIIIIIIIIIIIIIIwr..._ uiJI►� 4_7-6-0 _� 3X5(R) III 1.5X4 III 1.<---2-0-0—� 1"12 1r'12 � 3-8-8 • 1ai2 3-10-4 li 14E--4-0-0 Over 2 Supports -H R=393 U=2 Vk5.5" RL=95/-72 8=178 11=31 Desi gn Crit : I BC2012RES/TPI-2007(STD) ,s_,.3 PROF`S PLT TYP. Wive FT/RT=2°/(ON/4(0) 16. 01. .r u 4:0N-6( 0`,t;/ OR/ /1/_/ /W- Scale =. 5"/Ft . Truss Components of Oregon (503)357-:.118 N3" FEN,ow Fa_Lavxi nmEs w TN s CRAW 113 825 N 4th Ave,Cornelius OR 97113 ••1 APQrrM_'• FLFN SH 111 s CRAW AG TO ALL mJra iTvs l MLLES NG TME l NSTALLsa 14/ 83294PE .! TC L L 25. 0 PSF REF 87175 44684 Tr usses r equl re ext r arta care I n t abr cal i ng, handling, sni poi ng i net all Ing arta br acl ng. Fel er t o and f of,ow �r i 1 he I at eat edition of SCSI ( I ding 1 I ar enem safety I of or flat I on by TPI and vac A) for sat et y pr act pas pr I or / DL 7. 0 PSF DATE 02/07/17 ntligt o per t or m ng a these f Punct r op ons. net al ars snail pr ovi de t enpor ar y br act ng per BCSI. Utl ass not ed or Her ve se e top chor tl shall have properly at t ached structural sheat hi ng and bottom chord shall have a pr doer I y at t ached _ �p� — rigid ceiling. Locations shown for per nenent I al er al restraint of webs shall have bracing Inst al I ed per BCSI DL 10. 0 PSF IJV V CAI..R71 75 17038182 sect i ons al, 07 or BIO, as applicable. Appl y pl at es t o each f ace at truss and posit i on as afloat,above and on 02/07/2017 A�L�)0 I w ve ngs t 6OA-z f or at ander d plate pose t I ons.se. Irbf er I p dr athe Joint Cat al I s, unl ass not of herBC LL 10. 0 PSF CA-ENG RTT/RTT Al pi rte, a di vi sl on of I TW all I dl ng components a pup Inc. snag I not be r esponsi bl a for any deal at I on t r om t hl s OREGON dr ave ng. any 1 al I ur e t o but I d 1 he I r use i n coni or Hence w t h AISI/TPI t or f or handl I ng, shl ppl ng, AN rrWCOMPANY InstallatIOng bract ng o, trusses. a ado° TOT. LD. 52. 0 PSF SE( 270385 `14Y14, A seal on t hl s draw ng or over page I I et I ng t hl a dr as/ng, I ndi eat es accept encs of pr of seal peal esti neer I ng r'importerDl Illy solely for f M Wel pt,BROW. The Gut teDlIlty and use of iMa drew ng Ior any strupt ura le the S 4i 8351 Rovana Circler esponal DI I I t y o1 t h.But I dn l ng Oral oner per ersl al /8.0.2. S O f! T a 11 DUR FAC. 1. 15 FROM DE Sacramento,CA 95828 For riot a I of or rrat i on see I hi s I oh's general notes page and I hese web sites, ALP DE' waw.al p1 nal t w.corn TPI www.I pi not or g, YWCA'. www,sbcl ndust r y.corn I CC: www.I ccsaf e.or g Rwnewal 6130I201R SPACI NG 24. 0" J REF- 1 VY57175Z06 TH S CNG PREPARED FR7v1 COMPUTER I NPUT(LOADS&0 Is/ENSIGNS) SWM TIED BY TRUSS NFR (1116143--FREDTEST -BCBERG RESI CENT!AL ADDI TI -- 10700 SW NORTH DAKOTA TI GARD, CR - J2) Top chord 2x4 FF #2 120 nph wi nd, 15.00 f t nean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 FF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=4.2 psf, ‘ni nd BC Vebs 2x4 I-F St d/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ire W nd I oads and react i ons based on MPFRS wi t h addi t i onal C&C nEnber I oad applied per IBC-12 section 1607. desi gn. Def I ect i on rreet s L/360 I i ire and L/240 total I oad. Cr eep i ncr ease f actor R ght end vert i cal not exposed to wi nd pressure. for dead I oad i s 1.50. 1.5X4 III / 8 ' 3X58 ' ii#41 2-8-13 1-6-0 lilhM11111/ 1.5x4 III = _ 7 6 0 1 3X3=- f' 29 X3=R29 1=18 Lc 2-0-0 112 1'12 r< 1-6-11 I 2 1-8-7 1-0 -3 Over 2 Supports I 8=320 Vrk5.5" RL=42/-33 Design Crit: I BC2012RES/TPI-2007(STD) lG.3��Pi20F�SS PLT TYP. Ave FT/RT=2°/40°/x/4(0) 16. 01. '4 0 `.©ENFC /O OW-/1/-/-/R/- Scale =. 75"/Ft. Truss Components of Oregon (503)357-:.118 **w am rnLavAu AIMS a TH s uuwnn '�TC LL 25. 0 PSF 825 N 4th Ave,Cornelius OR 97113 ''l^ ANT•a Pura SH TM s CRAVING To ALL 1 NTWCrC FS f rule t•O ME I NSTALL68 r+V 83294PE 'QREF 87175- 44685 Trusses r equi r act r env care I n 1 abr 1 cat'ng, handl I ng, ani ppl n9 I nst al I 1 ng and br ac ng. R.er 1 o and 1 of I ow C t he 1 at est edition of BCSI t ail I di ng Couponent Sat et y I nl or net I on, by TPI and v5Cgl t or sat et y pr act-ces prior p/" ,,_ DL 7. 0 PSF DATE 02/07/17 t o per f r M h9 t hese t prof ons I act el I st s shut Psheetdeh t grranr ar Y tbracing Per BSI a ess not ed at ear h de. - t opergo d anal 1 have uproperty at I nst ached st r psf al Si sheet el tnge and bot t roma i nor d shall have a pr onot d at t acted r I gi a cel I i ng. Locat I ons shoveer for per rrenent 1 at er el restrains of webs shat I have br aci ng Inst al I ed per BSI e DL 10. 0 PSF DRW CAUSR7175 17038183 I act r ens B3. W or 010, as eppl I cabl e. Apply pi of es t o each f ace m w,trues and posi I i on as shoabove and On 02/07/2017 1 tahe Jot ni Cet I s, unI ess not ed of her W Poawlse. t er t o dr angs 160A Z f or st ander d pl ate hose t I ons. B/'� A "PI]N I N pi ne, a d,vl s1 on of I TW WI I di ng Components GT 1 nc. shat I not be r°soon.b1 e t or any deur at t on 1 r om i hI s OREGON BC LL 10. 0 PSF CA-ENG PTT/RTT dr aa ng, any tai l pre to build the truss In cont or nance wth ANSI/TP1 1, or for handl r ng. shl ppi ng, {,a- - AN ITW COMPANY I not al I at ion S bracing of t rouses. 13 V�Y 14 2�05h �b TOT. LD. 52. 0 PSF SEcN- 134925 A seal on this dr Mb no or cover page I I et I no this dr sal no,no. I neat es accept snob of pr of ins'onat anal neer I np 8351 Rovana Circle r«pont bt l I 1 y at the 9tl 1 di he °s.an show. A a/TR 1 Ss.c.2 and the m t m.draw oro l or any street°r e I I.ane SS O H Tat' CUR. FAC. 1. 15 FROM DE SacCamento,CA 95828 For more,of or mit I on s t hl s j ob.s goner a1 not es page and 1 hese web s1 t es ALP,Ire www.al pinei t w.cora TPI' waw_t pi nst or g; Ve-CA'. wvw.six]hepar r y.cont 1 CC'. www.I easel e.or g Ronewal 6/311/2418 SPACI NG 24. 0" J REF- 1VY57175Z06 TEl S GM PREPAFED FICA CCA PUTER I IrPUr(LOADS&DI MENSI CNS) SWM TIED BY TRUSS M=R (1116143--FREDTEST -BCBERG REST DEMI AL ADO TI -- 10700 SW NORTH DAKOTA TI GARD, CR - J3) Top chord 2x4 DF-L #2 Speci al I oads Bot chord 2x4 HF #2 (Lurrber Dur. Fac.=1. 15 / PI ate Dur.Fac.=1. 15) VI@bs 2x4 HF St d/St ud TC- From 0 pl f at -2.83 t o 65 pl f at 0.00 TC- From 2 pl f at 0.00 t o 2 pl f at 5.59 120 rrph Ai nd, 15.00 f t nean hgt, ASCE 7-10, CLOSED bl dg, Located BC- From 0 pl f at -2.83 t o 4 pl f at 0.00 anywher e i n roof, RI SK CAT I I, EXP B, wi nd TC DL=4.2 psf, wi nd BC BC- From 2 pl f at 0.00 t o 2 pl f at 5.59 DL=6.0 psf. BC- 58.28 I b Conc. Load at 2.72 W nd I oads and r eact i ons based on MNFRS. R ght end ver t i cal exposed t o wi nd pressure. Def I ect ion neet s L/180. Bottom chord checked for 10.00 psf non-concur rent bottom chord I i ve I oad Def I ect ion rreet s L/360 I i ve and L/240 tot al I oad. Creep i ncr ease applied per IBC-12 section 1607. f act or for dead I oad i s 1.50. 1.5X4 III 11, • 3X5*- 5.66 3X5i � 4-1-5 1 '' 1-5-10 • '- .. If 11111b1111111118.. . 6J © 7-6-0 111. 1 3X5= 3X3-- 1. X3=1.5X4 III 2-9-15 ->-1 1 12 2-5-13 2-9-13 1 12 • 1 2 2-5-13 2-8-1 „A ,<---5-7 2 Over 2 Suppor i s 8=494 Lk43 1AL7.778" 8=229 PL.-45 Design Crit : I BC2012RES/TPI -2007(STD) ' PR�p .c*9s PLT TYP. V�ve FT/RT=2°/4ON/4(0) 16. 01. r 0 d F� `s�� CR/-/1/-/-/R/- Scale =. 5"/Ft . Truss Components of Oregon 503 357-2118 **AVIV NO" FEAo MD FCLLav ALL r a TM s wAtnan ('J (' ( ) ••1 LPWrMII'• RION SH Tt�s DRAW Ma To ALL CCNTFIrcrae I WILD TtE I csrkL� 83294PE .�TC LL 25. 0 PSF REF R7175- 44686 11 825 N 4th Ave,Cornelius OR 97113 Tr asses r aqui r e ear erre care n 1 obr cat 1 ng handling sin et l ng i est al 1 i ng and br aci ng. Refer t o and 1 of I ow 7. 0 PSF DATE 02/07/17 I he I at est edl t I on o1 nct i Ian 1 di ng IIoponsnl sat et y I nl or nal I on by TPI and YWCA t or sat et y erect 1 ces pr I or DL to per t or rd ng these I nst nal al I ars shall provide t enpor ary br ac'ng per SCSI. lilt ass noted of her xi se d proper top char snail have proper y al t ached st r act ural sheat hi ng and bot tom chord shat l have a pr open l y at t ached r I gl d cel I 1 ng. Local I ons shown 1 or per rrenent I at er al r est r al nt o1 webs shat 1 have Sr adng Inst al 1 ed per BC5n 02/07/2017 BC BC DL 1 0. 0 PSF DRV V CAUSR7175 17038187 A��� 1 sections B3, B or Bio, as,a i cabs a App1',;,.r. p1 es I o eacn 1 ace of trues and post t I on as shove above and on ne Jpl nt �t ai t e, eel eaa her w ae �1 er t p aw na 1600 Z 1 or at andard plata post t ens. OREGON BC LL 10. 0 PSF CA ENG RTT/RTT I a pl ne. a dl vl si on of I Tw an I di ng arrrponenl s Croup Inc. Shat 1 not be r esponsi b1 a for any dem al I on t r an I hi s dr awl ng, any f al l ur e t o build I he I r uss I n cool or rrence vA t h ANSI/TPI I. or for handl I ng, shl epi ng, 0. AN ITW COMPANY Install at I on 8 brad ng of trusses. ', OQ TOT. LD. 52. 0 PSF SEC N- 134927 . A seal on t hi•decal ng or cover page listing this dr est ng, I noll cat se accept enpe or pot seal mai sngi neer!ng a' LY 14,20 0 8351 Rovana Circle rr owns! PI I I t y at tel hee eol I di'r`ig est goer show. The sul/ t 1obi 800.i end use of tele dr au(ng for any a.gpt Ore 10th. SS en T,a" OUR FAC. 1. 15 FROM FP Sacramento,CA 95828 For rr e i nt or t I on see 1 hi s I ob's general not es page and t hese web sl t es: - mma ALPINE: www.a1 pi nei I w.com TPI www.I el est or g: VI CA: way sbci ndust r y.com 1 CC, wwwr I twat e.or g Renwwai 6/3nr2018 SPACI NG 24. 0" J REF- 1 VY57175Z06 TI-1 S ONG PREPARED FFCM CCfvPUrER I PUT(LOWS&DI kEN51 CNS) SIAM TIED BY TFL SS ISFR (1116143--FREDTEST -BCSERG RESI CENT!AL ADDI TI -- 10700 SW NORTH DAKOTA TI GARD, CR - AG) Top chord 2x4 FF #2 W nd I oads and r eact i ons based on MAFRS. Bot chord 2x6 If #2 Nobs 2x4 1-F St d/Stud :f82, WO 2x4 CF-L St d/St ud: Truss desi gned t o support 2-0-0 top chord out I ooker s and cl addi ng I oad :N5, N6, W/ 2x4 HF #2: :Ml, Ml, Ml, Ml, Mi, NB 2x3 HF #2: not t o exceed 3.00 PSF one f ace and 24.0" span opposite f ace. Top chor d mist not be cut or not ched. 120 nph wi nd, 15.00 f t mean hgt, ASCE 7-10, CLOSED bl dg, Located anyaHer e i n roof, RI SK CAT I I, EXP B, wi nd TC 121=4.2 psf, wi nd BC DL=6.0 See CMGS A12015ENC101014, CBLLETI N1014, & GABRST101014 for gabl a wi nd psf. br aci ng r equi r errent s. Bottom chord checked for 10.00 psf non-concurrent bot t om chord I i ve I oad (a) Cont i nuous I at er al r est r ai nt equal I y spaced on rrenber. appl i ed per I BC-12 sect i on 1607. Def I ect i on meets L/360 I i ve and L/240 tot al I oad. Cr eep i ncr ease f act or Speci al I oads for dead I oad i s 1.50. (Lumber Cur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TO- From 67 p f at -2.00 t o 67 p f at 4.06 TG From 33 p t at 4.06 t o 33 p f at 10.00 4X5(R1) TG From 33 p f at 10.00 t o 33 p f at 15.94 TO- From 67 p f at 15.94 t o 67 p f at 22.00 BG From 5 p f at -2.00 t o 5 p f at O.00 • BG From 40 p f at O.00 t o 40 p f at 4.06 /1111111 , BG Fr om 20 p f at 4.06 t o 20 p f at 15.94 BG Fr om 40 p f at 15.94 t o 40 p f at 20.00 , BG From 5 p f at 20.00 t o 5 p f at 22.00 :BG 177.83 I b Conc. Load at 4.06, 6.06, 8.06, 9.94 11.94,13.94,15,94 i3X73X7'ii fV2 mg 4 iiia - s��` $ V15 4X8= W �l, 820 8 (a) (a) 6X6(R) • 6X6(R) • v�o ,y T 1-6 0 ; 1/12 ; 1-6-0 _, 1, +7 -6-/0 4X12= 4X8= 4X12 3 X10 111 3X10 111 L2-0-0- J L-2-0-0-aJ 4-1-0 'I< 5-11-0 >I� 5 11 0 + 4-1-0 I� 4-1-0 5 11 0 5 11-0 4-1-0 1- 10-0-0 -I, 10-0-0 J k 20-0-0 Over 2 Support s FT=2625 1=131 '/t 5.5" F1=2624 L6131 Wr5.5" Not e: Al I R at es Are 1. 5X4 Except As Shown. �0 PROA- Design Crit : I BC2012RES/TPI-2007(STD) .c#G� "SS Wive PLT TYP. FT/RT=2°/4 ON/4(0) 16. 01. t 4 0 (ONE.F /p CR/-/1/-I-/R/- Scal e =. 34"/Ft . Truss Components of Oregon (503)357-2118 "VAFN N3"" FEAD PM FO LONALL NTrs w TN S CRAW N3 Q N e 825 N 4th Ave,Cornelius OR 97113 ••I At+arr/er• RRe SH Tfi s CRAVING To eLL cwrn crus I IitA ec ME I NSTALLERS. g/ 83294PE '(j TC LL 25. 0 PSF REF R7175- 44687 _ Tr I at es r edit r eat orr erre care In,gbr1rrp Ing, hanetyng,i ohmst,ng, -ystPI Ing and br ru ns. ar er 10 and 1 ol pr or Cr ,-wr• 1 DL 7. 0 PSF DATE 02/07/17 he 1 s,est edition of ens (Bet 1 di ng r cat ng, hal di y or irp,,onI yn TPI and a 1 aci sal et y pr t o,Inds or I or /� t o pert or nl ng I hese l unci l ons I est all er s shall Pr ow de l snot ar y br aci ng per BCSI. tial ass noted of her W se Iop chard shall have pr open l y attached si roat ur al shoals ng amt bot,om chor0 shall have a properly at l ached BC DL 10. 0 PSF r'�p��� r i gl d cal I 1 ng. Locat I ons shown I or per rrenent I at er al r est r ai nt of webs shat 1 have Or eci ng i est al I ed per BCSI 02/07/201 I„Tlyy C•AUSR7175 17038184 A .1F 041 N 1 sections Hi. S ar BiQ es appl I cabl a Pppl y pi at es,o each I ace 01 truss Ina post t 1 on as shove above and on L ne mm ro,ane, amass nm etl otnerWae Rater to drawees ace Ior stamard Plate poet,;ona BC LL 10. 0 PSF CA-ENG RTT/RTT I A pi no, a di vi si on of ITN 9n 1 di ng�npOoeOt 6 Q ouP Inc. shat I not be r esponsl PI e I or any dove a, on I r om t m e OREGON • dr eW ng, any f e;r ur e t o f t I d the,r uss 1 n cowl or rrence W I h asst/TPI I. or for handl ng, she PPI ng. 11 et 00 TOT. LD. 52. 0 PSF SEC J- 270394 AN RW COMPANY 1 net a1 . on a or act ng of t r usses. A seal on t h1 s draw ng or cover page listing this drawl ng. I ndl Oct..accept ante of prof asst onal enol neer I ng V LY 14,20 `! 8351 RovanaC¢Cle responelalllty ely tar the dealgn show. The sWtobillty and use of this drawno for any structure Is the S$Oil Tails' D(R, FAC. 1. 15 FRC�VI FP r esponsl 01 at 1 I t y of the BSI dl ng Leal gnat per ANSI/TP1 f Sec.2. Sacramento,CA 95828 For nor a I of or net I on see t hi s lob•s general not es page and t hese assi t ALPINE: WINK al p;net I w.coo TPI h es: awa.t pi nst or 9, YWCA. Sarah sbci ndust r y.Com I C coast e.or g Ranswal 6/30/2018 SPACI NG 24. 0" J REF- 1 VY57175Z06 THS CMG PREPARED FFCM CCTVPUFER I POT(LOADS 8 CI KENS!CF ) SLBM Tr®BY TRUSS M=R (11 16143- FREDTEST BCBERG RESI DENT!AL ADD!TI -- 10700 SW NORTH DAKOTA TI GARD, CR - A) Top chord 2x4 DF-L 2400f-2.OE :T2, T3 2x6 DF-L SS: 120 rrph wi nd, 15.00 f t nean hgt, ASCE 7-10, CLOSED bl dg, Locat ed Bot chord 2x4 I-F #2 :B1 2x6 DF-L 2400f-2.OE: anywhere i n roof, RI SK CAT 1 I, EXP B, wi nd TC C1=4.2 psf, wi nd BC CL=6.0 Webs 2x4 FF St d/Stud :WI 2x8 DF-L SS: psi. Speci al I oads Cal cul at ed hor i zont al def I ect i on i s 0.17" due t o I i ve I oad and 0.13" due (Lumber Cur.Fac.=1.15 / PI ate Dur.Fac.=1.15) t o dead I oad. TG From 67 f at -2.00 t o 67 p f at 10.00 TC- From 67 f at 10.00 t o 67 p f at 22.00 Lat er al I y br ace bottom chord above f i I I er wit h pur I i ns at 24" CC. BC- From 5 f at -2.00 t o 5 p f at 0.00 BC- From 40 f at 0.00 t o 40 p f at 4.00 Bot tom chord checked for 10.00 psf non-concurrent bottom chord I i ve I oad BC- From 80 f at 4.00 t o 80 p f at 4.58 appl i ed per I BC-12 section 1607. BC- From 100 f at 4.58 t o 100 p f at 15.50 BC- From 80 f at 15.50 I 0 80 p t at 16.00 Def I ect i on rreet s L/360 I i ve and L/240 tot al I oad. Cr eep i ncr ease f act or BC- From 40 f at 16.00 t o 40 p f at 20.00 for dead I oad i s 1.50. BC- From 5 f at 20.00 to 5 p f at 22.00 Shi m al I support s t o sol i d bear i ng. W nd I oads and react i ons based on MNFRS w9 t h addi t i onal C&C rrenber desi gn. 6X8(R1) 4' T2 Ii, T3 8 � �8 � 8 8x8 8x8o� �•� J 6 6 L- ', 8-2-0 6-3 8 ,,r diiii 5x5(8) III . 3-3-8 1111111111,00.1 T 1-6 0 ` _I 1-6-0 _ ii ii mi. ii +7-s-o / 4X8= 61 5X5(R) III 4X8= 3X7 III L2-0-0-J3x7111 L2-0-0J 3-10 4 6-1-12 12- -8 6-1-12 3-10-4 10-00 >l< 1000 10-0-0 10-0-0 ›. 20-0-0 Over 2 Support s > R=1560 W5.5" R=1561 IAL5.5" RL=147/-147 so Desi gn Cr i t : I BC2012RES/TPI 2007(STD) GCL FRORFS PLT TYP. Maya FT/RT=2°/40°/x/4(0) 16. 01. eek (MNF, `rip CRS-/1/-/-/R/- Scal e =. 3125"/Ft. Truss Components of Oregon (503)357-2118 NCI" FFAD AND rCLLoy+ALL CN TR s CRAVING• v 825 N 4th Ave,Comehus OR 97113 • hParrANr• rv''sl Ill s CRAVING To ALL> I ram r a THE I hSTPLLss likTC LL 25. 0 PSF DATEREF 87175 44688 Trus qu r e ext r arta care i n f abr cat 1 ng handl-ng shl ppl ng, Inst al I ng and br ac-ng. Ref er t o and I I ow a �- 7. 0 PSF 02/07/17 the I at 1 r 1 i on of BCSI (Bul I dl ng Component Sal et y I n1 canal I on by TPI and YWCA) I or sat et y pr act I ces pr i • DL t o per I - o t hese f unci I ons. I nst al I er s shat I pr owl de 1 armor ar y br etl ng per BCSI lnl ass not ell oI her al se r p� top ch tl h I I have pr oper I y alt ached st r uct ur al sheat hl ng and bolt om chord shat I have a pr oper I y at t ached 1 0. PSF r'�p��� r I gl 0 cel 11 ng. Local I ons shown I or per nanenl I at er at r est r ai nt of webs shat I have br acl ng Inst al I ad per BCSI l,�r 7y y (:AUSR71 75 17038185 ttt act I ons®, B)or 810, as appl I cabl e. Apply p1 at es t o each f ace of truss and post t I on as shown above and on 02/07/2017 ,4 11 I Ol�^ I 1 he Joi nt Det as,:iso. un1 ess not etl of mer vA se ibf er t o dr aW ngs 160:Z 1 or st ander d ate post t I ons ILI, l I \VI I a pl na, a dl w1 ei on pf 1 Tw B,i I tll ng a,rrppnent a o cup Inn. anal not ba r eapon:I to a f pr any davl al l 0 n l r pm I nl OREGON BC LL 10. 0 PSF CA-ENG RTT/RTT dr awA ng, any I ai I ur e to bui I tl the truss I n cont or mince vi t h MSI/TR ,, or 1 or handl I ng, shi ppi ng. AN ITW COMPANY i nal al l at l t h a br aci ng of l r pease. 13 Ce`LLY 14,20- �� TOT. LD. 52. 0 PSF SEAN- 270402 . A seal on t hl a dr evil n0 or cover page I I et 1 ng 1 hl s dr ay/ng, I nal cat es secs ante of pr of Nal coal angl neer I 1st reeppf»ImIlty eelely for the des!gn.0000. The'Li tem llty and use Ott12a dr ay/no for any structure Ia the S �t�^a(1d DL1R. FAC. 1. 15 FROM FP 8351 Rovana Circle r esponel bI 1 I t y of the But I m no Deal goer per ANSI/TA 1 Sec,2. sell �+ Sacramento,CA 95828 For dor a,nlprnnll on see lhls i ob.s general not es page and t hese web alvSPACI NG 24. 0" J REF- 1 VY57175Z06 ALRB. www.rya1 vi nal I w.tom TPI: www.f p1 nsl or gl YWCA: w.w.sbci ndust r y.tom ICC. www.. Rnnawsl 6/3012018 ccsaf e.or g TI-1 S Ur PREPARED FFCM CMPUTER I NPUT(LOADS 8 I)IVENSI CNS) SLBM TIED BY TRUSS EEFR (1116143--FREDTEST -BCBERG RESI DENTI AL ADDI TI -- 10700 SW NORTH DAKOTA TI GARD, OR - BP1) Top chord 2x4 I-F #2 120 rrph wi nd, 15.00 f t rrean hgt, ASCE 7-10, CLCBED bl dg, Located Bot chord 2x4 FIF #2 anywIer e i n roof, RI SK CAT I I, EXP B, wi nd TC DL=4.2 psf, wi nd BC Vtbs 2x4 HF St d/St ud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ire I oad W nd I oads and react i ons based on MFRS wi t h addi t i onal C&C ember applied per I BG 12 section 1607. desi gn. • Def I ect i on meets L/360 I i ire and L/240 total I oad. Cr eep i ncr ease f act or Truss mist be i nst al I ed as shown wi t h t o chord up. I for dead I oad i s 1.50. p This truss i s desi gned t o support ver t i cal I oads onl y. Thi s truss has not been desi gned t o support I at er al forces. Sheat hi ng i s required for any I ongi t udi nal (drag) forces. Al I hor i zont al and vert i cal di aphragns and connect i ons shal I be desi gned by the engi neer of record. 1.5X4 III 3X3= IIIIIMIMOEI 1 • 1-1-13 1111111111111 1-1-13 • +7-6-0 V 3X3 1.5X4 III 1"12 1-9-10 1I, 1-7-14 ;1,112 • 1-11-6 Over 2 Support s R=101 V1k5.5" 8=101 \M5.5" EO PROF Design Crit : I BC2012RES/TPI-2007(STD) • $� FS PLT TYP. V19ve FT/RT=2°/40°/4(0) 16. 01. 4,x°-0 (1,4NE � �0 CR/-/1/-/-/R/- Scale =. 75"/Ft . Truss Components of Oregon (503)357-21 l8 '" N:3"' Aro rQLONALL NOTES CN TH s lR4W ' `N3 TC LL 25. 0 PSF REF 87175 44689 _ 825 N 4th Ave,Cornelius 0R 97113 "1 M IANr• RFN sn 11-1S CRAW w CRAVING To ALL ora cruTI s I NCLUD NG E I fBS rALL6 Trusses r aqui r e ext m ansa care I n I abr'cat l ng handl l ng shl pp ng Install ng and br acl ng. Fat er t o and I of l ow t he I at est ed,t I on of I (tel Component l I dl ng Coonent Sal el y of or nal I on by TPI and MN Ior sal et y pr act I yes pr I or DL 7. 0 PSF DATE 02/07/17 to per I or nt ng these lunct I ons. Installers shall pr ovl de t enpor ar y br eel n9 per SCSI. Lill ass noted of her ul se top chord shall have properly attached structural sheat hl ng and Dot lom chord shall have a pr openly attached r�p���lyy r I gl d cel I I ng. Local l ons shorn f or per"anent I at er al r est r al nt of webs shat I have br acl ng i net al I ad per BCSI : DL 10. 0 PSF LAGAI.5R71 75 17038186 �O` I 1 sect I ons 83, 8)or 810, as appl I cab!e. Apply pl at es toeach 1 ace of 1 r Liss and post t i on as shove above and on ,4 L 02/07/201 7 Jt he J.nt Bet al I s, Linl esa noted of her ee. ENG RTT/RTT All ne, a dAll sl on of I Tw But I d!ng Component w Idler t o dr avA ngs 1oOA-�I or st ander d pl at a pose 11 oma.s o cup I ne m m steal I not be r esponsi b1 a Ior any devi at I on f r ot s OREGON BC LL 10. 0 PSF CA -draw OWng, any f al I Lire t o bI d the truss 1 n confer mance vA t h ANSI/TPI 1, or 1 or handl I ng, shl pet ng. 13 AN ITCOMPANY net a1 i at 8 on bract ng of t rgeeea. G `2Cy 14,Zooms <0 TOT. LD. 52. 0 PSF SECS 13492ITN/ A seal on this dread ng or cover page I 1 snth l I ng this drew ng, I ncat es accept encs of prof essl Deal wept nearing responuaThe suIIty solely for the nest sheen. nea1nNor al a draw fy and use of tany. act LireIs the3 Ff1l) FP 8351 Roxana Circle r in/penalsn I t y or t he are Mel a1 sl Doer per/031/11.1 1 sed.z. `�@ 1 a h g DUR. FAC. 1. 15 Sacramento CA 95828 ww .a pra m or mat I on see h1 e i ob'os general not s page and t he.web sites: SPACI NG 24. 0° J REF- 1 VY57175Z06 ALR NE: I pi mei 1 w.corn TR e .t pi est g. vccA: Dci ndust r v m ICC: ccsaf e.or g Ranawal 6/30!2018 o S t LAI-, i!- -nE Hnnt `-, L _l' II) 1�•, _l ;`� H 'E C„ .• 1e C.:1 `rlt_ 0S7: U, L/ )i'i_'._I , Ki - 1 .. II _!., .. a' 5Pe x, 15' 51t2t2, :-- Pr rtiG1,y E.xtc-.cd. �. F' V.z> -5 1.002 ❑r- SP enc, ._ 12 tit t 9 c.,, _5, E,.p r P 2. IF.7.7 = '..00 t ':1 h 0 - - 4 1300.,=.e �l .l �. _ - - _f - ._' _ _. _ Fr m ap _r a:c! r,r�e, r ,p,t it ,.,- i r .. I Or 4 A l E l 1 ' li I- _ii. C,-cup E Gr P. ,i .IP F arc..l� 'r hrT 1 .._ rJ LJ - -- ; 3 �� 1'�i, 1f�„---- 0' 4 7^_ III a ^; t o I .a , _ !.. is -3 Ls-sr-, .,�.n'E- r:-»'max 1 II 4 Cl.' �, 4 IL 21 �, d -1' 11 1-1 1 7` I0' 1 l '{ `i° ' Cl. r, t1 1 I i. -t�� J.) _ 1 J,- • ,; ----I-4'5-0'.- 4 1,- tlrr5 .,the, I,. I o° �� 4. o” S.11 I � � :3" 1' J I b 14 "i" _1 ' I r�i I L ' L. S I- _-- _ I I 0 ... ,I. - G 1 I- le 2" 3 n r- � 1 � p _ 1 I' 0 l' 0" LJ 10' tfJ 12 C" S (1 - r- 4 1' - 4 14 n 1 ,• 14 0 4 c. < - _ - - -....l0 ]• _ - 1 _ - ,- � i iaf Loo J 1 4 10 i 1- - a. 14J ' _ -. ne II` IC 11 0' 11.E I° g. �i 9 1 - -} _' IO- 0' N i•_g.,n c1 k.1LP �� �,. // .. _ I I , k cd uh 6[,--,:;"":"[[[['• I , d - ], ocDrcl . - / d t j= at 1 h ,o fpr ,� ss„, ....33333............._______....____.... i ._ 1 51,-,tl N . 7.3- I 017 1131' 03,4 0 , 111X Vl I 1 _ ^ ' p � S�t. ..:. Y = } ? a " o 1'. r,rn *WARMNa RIRD ANL FOLLOW All NLtS DIN 11313 I INI iz .c.r. 7.rLLJ•..M?ItiANl FURNISH TRU DRAWING ❑ALL LU5IRA;ICIRINCLUDING INC INS q-__ S 3294PEarroo#'-' Cl L1 L.IC1L1 l b 02/07/201;.....„!) _.1 .. OREGO F [ _ I I .1' L17 F I h. 9 r Ist 3 thisdrawing, t p c. prof nat 1 14 2 Ss T UI p it ty I the f't h De blit I s this •i^ory^q *Self I C�0 13389 Lakefront Drive o u-_u.c ,_ the r�_pnr.erty of' «h- au.a nc, 'J.,fgne,- per ANSI;IPI i. C1r an Earth Cay,MO 63045 - - ,uf Ranawed6/3(112MA r1_,1- _ ,n U.� ;. a-1J ,V _ 4";tat +a:_ rt c rt,4, r''- *hi, rJ-.-, l til' \V ( 1 ,1;..n tl+. reb.. 1 -,4 ? l �I r_-e' -t =c;, is tn,'. i i _ TJ La +` 0 r L - tubers i ,,,:.;Iver- t r G sorl rtpns 1...- ,+ .I + F_ t I,ipl _✓ "T" rei'nferr ng erher -wah. . I E U I, ?lax ✓,, o '1' _. ,ice ,ry-al . F 'er. _. 14 i ror. t-r --d � eI' 1-,c1,.:,- r +,1,e top ...1-;.;-6 ,:-.,,,,,-,„:;r: ;:1 < _pule, an:,l gi a:Jr rer hel^. :-1,..,-_,irltriho r C 1 Jo er it th '_,r, ora ,. C t ;' L>k' f'n { „ NI'� , zLE - '_a- D t ' Ls;,,,,,;;-,g,..7 ,r,np1_ J ,.„-.:,-;, --,:),1014 .a. .,.;31014 e,IC=1_. 1J.+ - L iA4, HSS L 7 10 W nc _ Naps 0Y-1014: f03^„51 ,A1 13.,01.1019. Meor. 4 ,, He-;r- a0 e, spa-ed At ,'-.7..C.;._ C ,..,..:<-;, 11,-tail I a,Ings Gal'ie /ar-hi:al ",''--• _ 1 rC.01011 u: ,_ ;�EN ` f „J14 1 IOLsE'_ -h'. ,,� "T" ! r I • 11120 1 J 101014 ';_ I^, °T" LI e I c .0,. 130• .'�,,,,-;;..-N1-Ill D 4, 0 0 J.101014 _ ..1<, C1: c il. E" .r - L- ;I C I 44,7,3„I N("G G14, rj 0:_ of t1114 '11) rt rn 'T' ?.e 'pi-C,-. ,- t pI :Y,i �,�EO PROF��S .iiIr F AD AND FOLLOW ALL NOTES ON THIS 0WW 1NO xaGINe4: llr t W �' E <J ]MV " l *.P.,11,1ii, AN,* I'41'_4 I HIS DPAWLN II ALL fON1RAt,TOR INCLUDING IRE NSTAILLkS, S44/ $$294P£ � F_ L.F T .l l 02/0�N —--- �t 0 u �L 2/ • v;var 'c -_ - •4 `10'14.20° • y 1Ji L t_1 - A scot t i 1 v F y tY r.owing, d..o t _ _ V to f F r.;4 0r,'. S '� .. 'g er O ty l.y - the deny V t otity d e 4 his dr,,,,no I�?, r X11., fl\., r L1 n Forany st uetur• h resa,nshr'ty Df the Pui1di g f slgrer po, ANSI/.?I 1 e� y'���" 13389 Lakefront Drive Earth City,MO 63045 Ranewal 6 1 13012 018 J 'ry'._ „1 H' vlp c:.,71 I ',-- Lj/- t, 7., ( .--, ,l-, , F. 1 E r-1"A \A/ 1-.6_,1 _-__ r a 7"1--1 s: s c _1 /- *-- ! s' -1- s — ,7 I-- r e 71 EF r • 1 , Hp --. I"E---..7'r-1 H.-,-,-t, A_11'1_ i-:F 'Er I _ . P,p D, c-,- __Dj •1[.-_,D--1 . FPI H-Drt ('IFLE 7-1._' F'c '. 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[ : ' . . , ....,., 1- . , • 1 . ,F....., 1 . 1 .7...., „.....„, . ..D„ ...„,,,.. - c> 1_, (y-o! bro..:e 1 , -.c • 1 -1-,-,c-,,F-1 ,Fc-1,F..1--- c-1,-_, . , C,:::. ---- , ---., T-, ._.: 1 . ra 1 ILI- - - ----1 -- -- , , r ',.. ''-' o_ 1 cks° RP Op I :,,, ':;1- c;...n 1:1 ,- , F. 1 il A(q, '',s%, WARNINGI#0 REAG INC =7-L0,/ ALL NOTES 014 THIS SHAVING 0 ‘ d'Pl. l' RE7- 1MPORTANT.. FURNIZH I HIS DPA IS. .[ ALL CHINIFAC II1,2S INCL LII NI, THE INS I ALLERS 411 83294PESI 7 02/07/201i?) ,v3 4_2/u t filk.13 El?0 TDT e%("A sc,el on *S 13389 Lakeft Dth:s droZwinc,or ,ove, .mge il,,t.ng th,.. .,r owing,i•,d,ute, c,,cepi.o.n,...• of profes,ion. ell Ta‘1.° engineering responsibility sote:y for the design shoe,. 'n, suitu,ity ond....os, o, is rawing nio, ,t,-,,ture Is the responsibltity ,F th., P,Ilding Designer por ANSI, PI 2 -..ec, ronrive thdEarth City,MO 63045 Ronnwal 6/39/20114 Ir ,. .. ,.._ L 1 r 1 _ : : L ,.:.“.) ..::: LnucL,,.., :_,Ltr,o-..-: .. '.srsi C2E...P.; LI r -'or r c e:-.E- ,,L..-tho.K . s \ r s:s ILLL 1 roi: c.,.., ,,,s,,.c,,,, ,, :s s ? ' \ \ \?\ Es.pp,-i.,.sy,,,. C.._ 1_-reinFosecer-er- o, :::. .,,1- r • , , . -rt ., --,-- / s - Al terf-a tiv:i 1.-:?[LtfooronnPn .: .::---, -tHe For- r- „:::,:::Esso-,1L„s- , ss...,-L,J,? JEE„..L:-.,,-. 1/1.:1-. oppi-oprio-'-,E • ., , , Sr ,-O • „ -,?, ,,,,,, R?.r.i.or ec c->r,,p,-,I- , .-.7: 111 0(11 C.,-1 r111,11i-It ,- E,.. ' , - -,'1 1 • P.e,,r L,:-.:-,-.,, .;-,LpH,'.-.. - 1 . EL1 'LL-4 I 'L.-x/1 - -) -7c, NO-1.--. CT.' or E/4 • I? ?e.' '.',:..?? • ,_. _ • ____.............___ F ...i• : 1.0d (n.1 2.8'./s,11",rH,1,. r:,-,,ib., • - • ss4 L--2,1 .H.,r9,-Li.IL; , :-: : Ct . . z, -:- , . .., ' . , X' . . ' 1 --r-,20-4.or:::crler t L-COL:t. , , ' . , , ,.cd? 1.',7Hrif 0r-c.c.'r:er-: -,-..0 LE? :::O.He e.,p:-:::ies and ci-ODP Cl- ;..',.::.+±.- — . . .'. : )1.:2'1;''.1.'" ...1,1'.E'SS ,,u0,-Loir's.,::- oo L4ce,:- 04) ::LI-L-:1:EL--: sc.()lo on • I ' PO- RA:pp .., G I N '70 0 (c,‘' il 1.• ,,,WAP,ANG!..0 READ AND ,OLLOW ALL NOTES ON THIS DRAWING! ,,,..44/ 83294PE 7 T I... "NIPI THAI:+4 IRIS DPAWINC, Zn ALL CONTPACTORS INCLUDING IRE IN'. Al LAS LC- ...,../. L 71_ MI -_7,, ,J1/1z. 02/07/2017 1.1Sl.,P1'1,-1 ..... _,,-• .-.: _,',,, .. . ,,',.. .; , _, l,, ,,,'-_,; ., `: .!. V-;„ -,'•- ' ' '' - OREGON nil i-- - - 1 : '1 t ' - A ,,cul on th, Wow,,,...r cove, page !sting this ,rawing,indicates QL:ceptarA.., oir pe-of o., Sett TaFS t.u0`3 e,gineer,ng respons,PL-ty ,ole:y for the design shown T,e surtaAilty ond ...tse of thi, dr.,,,,,, ..1.1[ 1o^ nLy re L.. . ,.hresponf-sibility .., the P....Hiding Designer per ANSI/TM T . 1 le,,. 13389 Lakefront Drive Ronnwal 8/301201/1 Earth City,MO 63045 P(-1171,1 r An 1-- ( EVV)ROOF OVER-FRAMI © gt� sacs CN) 4DG� � 41111 - �v 4 �To — gc�2. ' a ,dU�w�.on"� i ‘ (3) IOd x 3"NAILS BTNN POST 8 RAFTER(rm.) • • u/ (z) i Dd...A., - ''� tom. 1Z`‘o.c- \'y"'- ' 2x_(FLAT) VALLEY BD.(TYP) 2x_(FLAT)POST SUPPORT BD. 0 44"04.-PERF.TO EXT RAFTERS(TYP) , \ , \ \ Lopez ROOF FRAMING `'13ut>—t t.t ".poste t)!U)z 4.s'ru0 , Cave- - C- > lilt-A) • , N ^ -114€.21C.S� SECTION VIEW . es. 4 CI) z.oc.(v 0�10E it ID -It_ P e `g.tera `ar)- 3 ROOF OVER•FRAMING DETAIL --iZ10 'C3n /I■ Z�ClP trLt 2t t `.1 • s Line if exiistino T wall below. 2x8 RAFTER ,0 "OYER—FRAMING" 11����1 PER DTL gl) . r r r rlitr .. N , ii `. IIII IIII I „ '`\\ \ EXISTING Z III 'F 4'0” J II ROOF "MATCH" I t II i EXT'G ii 9 II Pi Lu Lu . ' il n- a. `'Szc t 7--UPI It. "mss T S � 0 l \t"-I° -Tkf' 1Z4, \ \ illieLOPE � 36_,____ flj� � llwarror. X I � 2x10 RIDGE BD. ' I ice' °- • EV'J /'‘)11\ !ill \,- '' : J v Q ; i iiROOF il ' j10 ..,. - - I -' 1 �( ' (L= 8 FT) 4.�' 11 IIIN i III --g—Rms.III —6------ y'' / ,-' SLOPE SLOPE I t FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT TransmiIII 1 tta Letter r t, 1 1,D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: (0-11/ - DATE RECEIVED: DEPT: BUILDING DIVISION y#� £. y .H.. E �7 (Y'zAR 2 8 2017 FROM: It%/ 4-f I> -j 0 3�/ • .,li, L...' ._. , ) COMPANY: =r i >, °_ .^_ Cr 7,f - 3�- 2 \ BY: PHONE: RE: (D700 c .di..A a- H�r80/6- 003 / 2-- (Site Address) (Permit Number) (Project name/f6r subdivision name and lot number) ATTACHED ARE THE FOLLOWING I MS: I Copies: Description: i opies: Description: r --Additional set(s) of plans. 'Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. .✓Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: CzekG-41,t� 6- — pi - / n — 0-1....c., 6.,c-ce Ae—te4-til R eP0-4,-1 1'0.44-1 FOR OFFICE USE ONLY Routed to Permit Technician: Date: 3.3a- 1--J Initials: Fees Due: n Yes ❑No Fee Description: Amount D : $ $ Special Instructions: Reprint Permit(per PE): []Yes �,No Done Applicant Notified: 1,4_. Date: if ftp//7 I tials: ,jam, I:\Building\Forms\TransmittalLetter-Revisions 061316.doc