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Plans (5) ztf STdY v l s', 040 y 7 it RECEIVE • 38'-0a ,0'-0' 10'x' 1T4" ER, MAR 312015 M CIT}'0FT1GAk[ BUIL�yG /510 ' ?? v' E < e 1 ESA �' $ v -v J1 I I 1A J1 J J2 J3 J4 :1 J5 JB J7 R JB 9 2 � JB J7 R JB J5 :12 A J3 J2 jiu J1 :1 :1 < u Pq <e.lu a C7 11'�a V-1a INr Nr 38' ®Copyright CompuTrus Inc.2008 BUILDERISSUEDATE: AROVEPLAN PROVIDEDFOR TRUSS PLACEMENT ONLY REFER TO JT SMITH 01I26I75 TRUSS CALCULATIONS AND PROJECT TITLE: ENGINEEREDSTRUCTURI REVISION-1: DRAWMOS FOR ALL FURTHER 17051 JT SMITH PL2456-A INFORMATION.WILDING PLAN. DE SIGNERiEFOEEROFRTRUS �� �� RESPoNS CO FOR ALL NOINTRU55 DRAWN BY: LARRYM REVISION-2: TGTRUSSOONNEER OF RECORD 2456 / A CHECKED BY OESGNENMCAEEROEOF6 LTO RIGNS PRIOR To CON TRUL & TRUSS COMPANY DEL/VEPY LOCA TION: SCALE' REVISIONS: DESIGNS PRIOR TO COneiRUGnOu. 1/6"= 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void If not fabricated by-Paciflc Lumber and Truss. 1r4r 1a-0' En L co CM ESJ1 1 ESA a a 0� q v -v J1 J1 J2 J2 J3 J3 A A J5 1 J5 JB J6 R R JB J6 R 4 a UB 2 J9 2 4 A A R i b J Js J5 J5 A 6' D2 J3 J2 J1 HU83 D2 77 awe al 11'4' V-1' i 111- o_ ®Copyright CompuTrus Inc.2006 BUILDER- ISSUEDATE ABOVE PIAN PROVIDED FOR TRUSS JT SMITH 01/26/15 TRUSS CuC°iJITIG SAAND° PROJECT TITLE: ENGINEERED STRIICTIINAL REVISIDN-f: OaaNERJEN FOR ALL FURTHER umber 17051 JT SMITH PL2456-A pFORMNTION.BUILDING DESIONSIBLE FOR OF TRUE CORD PLAN: RESPONSIBLE FOR TIO NON-TRUIN DRAWN BY' LARRYM REVISION2: TO TRUSS CONNECnONS.BUILDING 2456 / A CHECKED BY OESN NER ENGINEER OF RECORD TO & TRUSS COMPANY RENEW ANDAFGROF E ALL DELIVEPY LDCATION: SCALE' REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. All designs are property of-Pacific Lumber and Truss. All designs are null and void If not fabricated by-Pacglc Lumber and Truss. MiTek USA, Inc. / CompuTrus Software Warnings & General Notes WARNINGS: 1. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 2, 20 compression web bracing must be Installed where shown+. 3. Additional temporary bracing to insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responslbMity of the bulldi ng designer. 4. No bad should be appit e'to any component until alter all bracing and faslssars ase conyleI and at no time should any bads Vetter than design beds be applied to any component. 5. CompuTrus has no contrd over and sesumes no responsibility for ere fabrication,handling,shipment and isndellslion of components. 8. This deep Is brsgahed aub)ed to the knittstiors ant forth by TPWVTCA in SCSI,copies of which will be A nWW upon request. GENERAL NOTES,un ess wierwise noted: 1. This design Is based only upon the paramefefs shown and is for an individual building compornent.Applicabilitir of design parameters and proper incorporation of component is the respamibiily of Mie butdkg designer. 2. Design assumes Mie top and batlorn chords to be Me of braced at Z o.c.and st 10'o c.mspeetivdy unless braced tlrasghoul t heir largb by continuous sheelhisg such as plywood shesihirg(TC)andilor drywall(BC). 3. Zn knpect bridging or lateral bracing required where shown++. 4. IrismMaMon of bum Is is rapaebilky of the respeclin contractor. 5. Design assumes busses are to be used in a nor}oonoehre envYbmsant, and are for'dry cond•Mion'of use. 8. Design assumes hull hearing at all supports shown.Shin or wedge if necessary- 7. ecessary7. Design assume*adequate drainage Is provided. 8. Plabs shall be totaled on both faces of truss,and placed so their center ills coincide with joky center ivies. 9. Digits indicate sial of plats In inches. 10. For basic connector plat design values see ESR-1311,ESR-1988(ktTak). c,�5 0N01NEF9 S%2 E 7 v tw r i C, %r� ENP!gES '7 s a VIIIA IIID This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS 37-D6-00 XIP-D SETBACK 8-00-00 FROM END WALL INC 2012 MAX MEMBER FORCES 4WR/GDF/Cq-1.00 TC: 2x4 OF 1I&BTR; LOAD DURATION INCREASE = 1.15 (Non-Rep) 1- 2=(-6928) 1875 1-14=)-1569) 5996 2-14=( -78) 174 2.E OF SS T2 2- 3=)-6841) 1885 14-15=)-1641) 6036 14- 3=( 0) 370 BC: 2r.6 OF SS LOADING 3- 4=)-6630) 2086 15-16=(-2152) 6933 3-15=( -353) 121 WEBS: 2x4 OF STAND LL = 25 PER Ground Snow 1Pg) 4- 5=) 0) 0 16-17=(-2149) 6933 15- 4=( -255) 1544 TO UNIF LL; 50.D)+DL( 14.0)= 64.0 ELF 0'- 0.0" TO 12'- 0.0" V 4- 6=I-59371 1908 1]-18=1-1628) 6035 15- 6=(-1490) 692 TO LATERAL SUPPORT 1= 12"OC. PON. TC UNIF LL( 125.D)+DL( 35.0)= 160.0 PLP 12'- 0.0" TO 25- 6.0" V 6- 7=(-7013) 2303 18-12=1-1525) 5990 6-16=( 0) 293 BC LATERAL SUPPORT c= 12"OC. OOH. TC UNIF LL( 50.D)+DL( 14.0)= 64.0 PLF 25- 6.0" TO 37- 6.0" V 7- 9=1-59361 1901 16- 7=( 0) 293 BO UNIF LL( O.D)+DL( 50.01= 50.0 PLF 0'- 0.0" TO 371- 6.0" V 8- 9=( 0) 0 7-17=(-1499) 695 ----------------- _________________- 9-10=1-66291 2080 9-17=( -253) 1544 NOTE 2x4 BRACING AT 24-OC VON. FOR TO CONC LL( 700.0)+DL( 196.0)= 896.D LBS @ 12'- 0.0" 1D-11=)-6837) 1856 17-10=( -350) 121 ALL FLAT TOP CHORD AREAS NOT SHEATHED TC CONC LL( 700.0)+DL( 156.0)= 896.0 LBS @ 25'- 6.0" 11-12=)-E923) 1839 10-18=( 0) 359 _-`_____________________________„= 12-13=( 0) 76 18-11=( -65) 2D9 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL OVERHANGS: 0.0" 18.0" REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BEARING MAX VERT MAX GORE BEG REQUIRED BRG AREA JT 1, 12: Heel to plate corner = 2.00" BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) For hanger specs. - See approved plans AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 01- 0.0" -092/ 3681V -132/ 123H 5.50" 5.89 OF ( 625) 37'- 6.0" -955/ 3859V 0/ ON 5.50" 6.17 OF ( 625) COND. 2: Design checked for net(-5 psfl uplift at 24 "oc spacing. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 MAX LL DEFL = -0.333" @ 18- 9.0" Allowed 1.829" MAX TO CREEP DEFL = -0.773" @ 18'- 9.0" Allowed = 2.439" MAX LL DEFL 0.013" @ 39'- 0.0" Allowed = 0.150" MAX TL CREEP DEFL -0.015" @ 39'- 0.0" Allowed = 0.200" MAX NORIZ. LL DEFL = 0.109" @ 37'- 0.5" MAX HORTZ. TL DEFT 0.179" @ 37'- 0.5" Design conforms to mr intlfo me-resisting system and componentsand cladding criteria. 0-06-02 0-06-02 Wind: 140 mph, h=22.2ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, 11-11-11 13-06-10 11-11-11 (All Heights), Enclosed, Ca L.2, Exp.B, MWFRS(Dir), load duration fadtor=1.6, 9-03-01 3-05-08 3-09 4-04-03 4-10-05 4-04-03 3-09 3-05-08 4-03-01 Truss designed for wind loads f -89-;# 96N in the plane of the truss only. 6.00 12" MSHS-9x104 s -M-4x4 _M-4x4 R MSHS-9x10 12. 6.00 6 /- M-3x4 M-3x4 \yo M-1.50 M-1.5 x 3 o z o o M-5x12 M-5x12 0 z 14 151d "I 2'5 M 4x8 M-3x4 J3 0 io M-3x9 M-4x8 MSHS-9x10(S) 1 - L 5-11-13 5-04 7-05-03 7-05-03 5-04 5-11-13 I - I 37-06 WEDGE REQUIRED AT HEEL(S). 1-06 JOB NAME : 17051 JT SMITH PL 2456-A - AH1S�';�P�`DPROFFSS/. Scale: 0.1695 ��IZ6/I WARNIN0.4: GENERAL WML laaese ommvWse noted: 29 1.Besides am e,xlow mnVMM o,aUM advised!Ee aised al at Ge mal Ross, 1.This design Is based any upon lM pammeten MlMlN Moxa and a In an dual � 92 PE Truss: AH 1 am Warmits derore wastrootion codremedbudding cnnpmem.Ayphuldid y of design paremea,and!proper 2.2.4 W "adumn web b d,g must sa matelled Mrere and. Incors t (component I.Xn mapOMINIIIy of this binding tearer 3.Additional temporary Ma.,to-s.atowl,dumg conanuc4an 2_Design assumes me top and batten Mods to be laterally braced a1 DES. BY: BE 2 1 c.and st to'o c respeobwly unless braced Naougmin Heir le m by amd ponasaaM of nb ma Amibon l permanent brad,g of mmnuous shaamsga nae prnwm.ne,mrg(rc).mlar �ecl DATE: 1/26/2015 the oaemfl amxdum is meeeponaithuty of me wsofig dessgsxr. 3. 2a lnymctla.4,or aleral bratlng required elgm mow,++ Q 4. N ed wshoAd m applied to a r.I rw,ponent)arid aner M aamgm a 4. lastauanon of India a me reapmdlrn mm ly of uapeaem ooadow y OREGON SEQ. : 6168926 fasteres was eomplate and at no tare should arm Dads greater man s Deep,eu,mo bwaee are to the med(nam norm wed o ae, L Ll deshNn loads His aappliedto anX comporlemem am m•dry wndNon•of use. �O Y 14 2� TRANS I D: 416229 s.CompoTus has no control ager and assumed no raspamibiity for Had 6.Design assures full deed,al ell suppose ehoxn.Shim u aim ge d fabecebom handling,shipment and Instabaflon of conganen6. r.rad ceg�indamea almost.drainege'la a Mfi dd^e plead an weir center 6 This deagn M1anis hed subpd to the bmdaeons end by B. Planes shall W located an dam faces M 111111 VIII VIII VIII VIII VIII IIID III IIII TPIANfCA In BGS(.copaa of anim vett be mnlahad upon requasl. 9 g9Ms IMbh wath Nreiof pale In mlips I MiTekUSA,In<JCDmpuTmsSellawafe7.66(lLRE 10.For 0.tonnecdirplate del valued.ESR-1311.ESR-1999(Miren EXPIRES. 123 /2015 VIIIA IIII This design prepared from computer input by In PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 37'- 6.0" IBC 2012 MAX MEMBER FORCES 4YR/GDF/Cq=1.00 TC: _x4 OF Y1dBTR LOAD DURATION INCREASE = 1.15 1- 2=(-2806) 608 1-11-1-462) 2392 11- 2=( DI 301 BC: _x4 OF 41&BTR SPACED 24.0" O.C. 2- 3=1-2187) 560 11-12=(-464) 2389 2-12=(-602) 223 WEBS: 2x4 DF STAND 3- 4=( 0) 0 12-13=(-325) 1947 12- 3=(-119) 615 LOADING 3- 5=I-1854) 539 13-19=(-479) 2386 12- 5=(-2161 112 TC LATERAL SUPPORT I- 12"OC. DON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PER 5- 7=(-18531 551 14- 9=(-4771 2309 5-13=1-2181 118 BC LATERAL SUPPORT 1= 12 GO TON. DL ON BOTTOM CHORD = 10.0 PER 6- 7=( 0) 0 7-13=(-101) 614 TOTAL LOAD = 42.0 PBS 7- 8=(-2186) 559 13- 8=(-598) 224 _______________________________ 8- 9=(-2BO4) 600 0-14=( 0) 301 NOTE: 2x4 BRACING AT 24"OC PON. FOR LL = 25 PSE Ground Snow (Pgl 9-10=( 0) 76 ALL FLAT TOP CHORD AREAS NOT SHEATHED ____ (IIII II I III This design prepared from computer input by In PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 37'- 6.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 2.4 OF 816BTR LOAD DURATION INCREASE = 1.15 1- 2=( 0) 76 2-12=1-625) 2389 12- 3=( 0) 301 EC: 2x4 OF N16BTR SPACED 24.0" O.C. 2- 3=(-2803) 809 12-13=1-6271 2306 3-13=(-598) 191 WEBS: 2x4 DF STAND 3- 4=(-2185) 179 13-14=1-574) 1946 13- 9=(-161) 616 LOADING 4- 5=( 0) 0 14-15=1-6541 2386 13- 6=(-229) 196 TO LATERAL SUPPORT I- 12"OC. PON. LL( 25.0)+D6) 7.0) ON TOP CHORD = 32.0 PSE 4- 6=(-1852) 135 15-10-1-6521 2389 6-19=(-228) 196 EC LATERAL SUPPORT 1= 12 CC UON. DL ON BOTTOM CHORD = 10.0 PSP 6- 8=(-1852) 135 8-19=(-161) 616 TOTAL LOAD = 42.0 PSF 7- 8=( 0) 0 14- 9=(-598) 190 __________ B- 9=(-2185) 779 9-15=( 0) 301 NOTE: 2x4 BRACING AT 24"OC DON. FOR LL = 25 PSF Ground Snow (Pg) 9-10=(-2803) 809 ALL FLAT TOP CHORD AREAS NOT SHEATHED 10-11=( 0) 76 ------------------------------------- BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012, OVERHANGS: 18.0" 18.0" THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. BEARING MAX VERT MAX HORS BRG REQUIRED ERG AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) For he mace specs. - See approved plans 01- 0.0" -376/ 1746V -171/ 171H 5.50" 2.79 DF 625) 37'- 6.0" -376/ 1746V 0/ OR 5.50" 2.79 OF 625) COND. 2: Design checked for net(-5 sf) uplift at 24 -cc spacing. VERTICAL DEFLECTION LIMITS: LL=L/240, TL-L/180 MAX LL DEFL = 0.013" @ -1'- 6.0" Allowed = 0.150" MAX TL CREEP DEFL = -0.015" @ -1'- 6.0" Allowed 0.200" MAX LL DEFL = -0.140" @ 18'- 9.0" Allowed = 1.829" MAX TL CREEP DEFL = -0.331" @ 18- 9.0" Allowed = 2.439" MAX LL DEFL = 0.013" @ 39'- 0.0" Allowed = 0.150" MAX TL CREEP DEFL -0.015" @ 39'- 0.0" Allowed = 0.200" 0-09-05 MAX BORIC. LL OEFL = 0.063" @ 37'- 0.5" MAX HORIZ. TL DEFL = 0.106" @ 37'- 0.5" 0-09-OS {{--�( Design conforms ro ma n ori cladding criteria ' 17-1i-11 1-06-10 17-11-11 system and components and cladding criteria. j 7-08-05 6-11-04 3-04-02 11 3-04-02 6-11-04 7-08-05 Wind: 140 mph, h=23.7ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, -----,�- -,@ (All Heights). Enclosed, Cat.2, Exp.B, MWFRS(Dir), 12 5 7 12 load duration factor=1.6, - !1 M-3x4(� Truss designed for wind loads 6.001 M-4x6 M-4x6 D 6'00 in the plane of the truce only. F M-5x10(S) M-5x10(S) N ". 0.25" �: � 0.25" o ti ti _ \1 a o v M 3x8 M-112IV 5x3 1.25 0.2519 M 1155x3 M 3xB vo M-5x8(5) M-5X8(S) L L I I 7-06-09 6-11-04 8-06-06 6-11-04 7-06-09 y-k_____- y 1-06 37-06 1-06 SPED PROFe JOB NAME : 17051 JT SMITH PL 2456-A - AH3 S rP1Nr- S/� Scale: 0.1659 �\y 11�4l1 2 9 WARNINGS: GENERALNOTES, de S, 1.Builder tow!erxtlm cWrxlor slwuld M advised M all Gercrel Notes 1.This JEsign it bests OM/upon led peremelen.V,own eM b br en mal duel Q 9C PE Truss: AH3 .w wtur".ee[ee contoopuon cenmenw.. msbhy comumens ApMbabllity of design peramems.m sops) 3.31[a consumption web Or8an9 must Ee installed where some IICYID.r.YYn Of wolso"Wa Is CC ra.poosmil Iy p(tlE DYIWIIIq deargnee 3.Addllmnal[temporary road,to inure cWblq mr,oomeWCNo Z'Stasgn the top adv bollen chords to De lek aey bracetl et DES. BY: EE is the res,millulry of me trade.Additional ..I braorg of so.candtiYoo.respealwlyuNew Maud mrougnow tlehb mNy coninwus theathirg such as plywood elNeaNYrpITC) rnNe drywal C). DATE: 1/26/2015 me overall slmwlum N the m.ponaMNy of the b holy dpti9ner 3.2.ImNaa Milginp or Whioll Maarq required sees hown++ Q" 4. No Toed snows a applied to am ronlwnen until ado au Maaeg ea e. ImMeaBdn of bus,m ma reepon.mluty of me mmpea a pomade. y OR EG ON 40 SEQ. : 6168928 hmmaers me complete ed at no tee meed cry loss,9mam 0" s Des,.sena muse,aro to m used to a n.ste emwonment L LJ 1 ee TRANS ID: 416229 b � Wn toads be spul'ed to any cenpereare m ans W. dna an omor'of pre. / H y zf3 sQ+ . Campurrwha.nosomaOvew.....noreeporeieNryfeNe s. gn6Eeaurme.nibemrn9.t.twpoom,nown.smmawaseN OMFRRILL0 ramceoon.[uedl:q,t[ore.nam Wuesalion oh mrroomma 7. Bastinuaurem edequae MaMaWe do�raaeaam waradwmeh cense b.This despn is kanNed subject to the bountan.et form by 8.Plates has ore KKated mbpm faces bu. 111111 VIII VIII VIII°II VIII VIII IIII IIII TPmYTCA M BOOM copes of wear wNl u Asn we l upon rMuest bas uWraae wed Niot arae be.. II 9. Dsma mdirate was a cod M aides. MiTek USA,Inc/CompuTrus SOTvare 26.6(1 L)-E 1O.For H.connector pate desgn valor,see ESR-1311.ESR-198B(MITek) EXPIRES:12/31,2015 VIII II IIIIRf This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 37'- 6.0" IBC 2012 MAX MEMBER FORCES 4NR/GDF/Cg-1.00 TC: 2x4 DF t16BTR LOAD DURATION INCREASE = 1.15 1- 2=(-2806) 929 1-11=(-674) 2392 11- 2=( 0) 301 BC: 2x4 DF N15BTR SPACED 24.0" O.C. 2- 3=(-2187) 389 11-12=(-676) 2389 2-12=(-602) 207 WEBS: 2x4 DF STAND 3- 4=( 0) 0 12-13=(-500) 1943 12- 3=(-173) 613 LOADING 3- 5=(-1854) 742 13-14=(-664) 2386 12- 5=(-228) 189 TC LATERAL SUPPORT <= 12-OC. VON. LLI 25.0)wDL( 7.D) ON TOP CHORD = 32.0 PSF 5- 7=(-1853) 746 14- 9=(-662) 2389 5-13=(-230) 196 BC LATERAL SUPPORT <= 12-OC. VON. DL ON BOTTOM CHORD = 10.0 PSF 6- 7=( 0) 0 7-13=(-160) 611 TOTAL LOAD = 42.0 PSF 7- 8=(-2186) 791 13- 8=(-598) 190 __________________________________ 8- 9=(-2804) 821 8-14=1 0) 301 NOTE: 2.4 BRACING AT 24-OC DON. FOR LL = 25 PSF Ground Snow (Pg) 9-10=( 0) 76 ALL FLAT TOP CHORD AREAS NOT SHEATHED ___________________________________ BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE LIVE LCAD AT LOCATION(S) SPECIFIED BY IBC 2012. BEARING MAX VERT MAX NONE BAD REQUIRED BRG AREA OVERHANGS: 0.0" 18.3" THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 01- 0.0" -313/ 1575V -160/ 158H 5.50" 2.52 DF 1 625) For hanger specs. - See approved plans 37'- 6.0" -379/ 1752V 0/ ON 5.50" 2.80 DF 6251 COND. 2: Desi n checked for net(-5 2sfI N lift at 24 "od s .cin . VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 MAX LL DEFL = -0.140" @ 18- 9.0" Allowed = 1.029" MAX TL CREEP DEFL = -0.331" @ 10- 9.0" Allowed = 2.439" MAX LL DEFL = 0.013" @ 39'- 0.0" Allowed = 0.150" MAX TL CREEP DEFL = -0.015" @ 39- 0.0" Allowed = 0.200" MAX BORIS. LL DEFL = 0.063" @ 37'- 0.5" MAX HORIZ. TL DEFL = 0.106" @ 37'- 0.5- 0-09-05 .f--1 Design conforms to main windforce-resisting 0-(099--05 system and components and cladding criteria. 17-11-11 1-06-10 17-11-11 Wind: 140 mph, e=23.7tt, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All HeightsEnclosed, Cat.2, Exp.B, MWFRS(Dir), � -08-05 6-11-04 3-09-02 3-09-02 6-I1-04 7-08-05 duration factor=1.6, .f---- Trots s designed for wind loads 1^ 4 12 rn the plane of the truss only. f . 6.00 . M 4x6 �� � M-9x6 Q fi.00 3 M-3x9 M-5%10($) �" M-5x10(5) 0.25" 0.25" z y,'..... ..... B i o -- 0 M-3x8 M-1.5x3 1J0.25" 0.25'3 M-1.5x3 M 3x80 M-5x8(S) M-5x8(5) b 7-06-09 6-11-04 8-06-06 6-11-04 7-06-09 37-06 I-06 JOB NAME : 17051 JT SMITH PL 2456-A AH3X EDPROFFS Scale: 0.173 5 (Ne S/ WARNINGS - GENERAL NOTES,gotten pmenevt teel \ ���29 Oy'9 1. Bulker ant madmen container N should ee I seO ga of all General Na1.The dal Is eased only upon he paremeten shuns Is for an i amCual �' � 92 PE Truss: AH 3 X and Wamings oefoce sonsimiction commences. Mibi,component.Apppuolllhy of deelpn paremmers am proper 2.2x4 wmpmsmon wee Brad,mot eemembal where shown+. eom,sation of component Is tee rosponsthil of ma DU ld,designer 3.Additional temporm,laeral to moure slaslM duan,runsfmdgn 2.Doig,as mea Is,lop and Meom chards to he merally Mated at DES, BY: EE is the setons Ml ofineeredor.Additional permanent Brad, f 2o.c..m at 19 op.himpecevely Note..Mand mroughdm mei,bnngglh by M eamwuow maam,aueh as plywmd✓aMi,RC)armma drywall(eC). DATE: 1/26/2015 ! the II 4ext me poo nldy of me mala,desgner 3.Hlmpad Mldg,orlmemm mad,nguled eviema Mman t, iz a.N IoM haunt ee appliedt any ammeat rental Feer all Mad,am e. Installation oftrwa is the maisomit of me respetirve oomeda. 9 OREGON SEQ. : 6168929 famne rmgea ind.I no gme fent any lead, nmer thans. Da=gn saNmea trraua sets mewed Ina ndr.00rr®Xre aNronmem. L '79 1t' desgn wase W Welt,to am cempaant. m am fir•dry rmmreon'of as, / q y 20 TRANS ID: 416229 5.corhairres nes ne mora over vw as.or mespmnieeey for ea 6. design masa..fun hearing at eN sryppodoss sshhofee shim orwMge d � 14• P faenua0n,mmNN.=nipnr.nh utl Wuah.agn moonaorrerda. 7.Desgn yassion..Meguale dmine,e al sant placal ao meW ceraer MFR RI0-� hIh11 ,1pII 6.Tlaa design a MMHred suelem to me who"W m M We"of 8. Pales shah he wwNd on Som M1ms o hw IIIIII VIII VIII VIII SII VIII VIII I,II IIII TPWyICA a BCBI.mops of vaYm all the lumsfred upon reauesh. 9. Diih unlace ale of We 0 came. MiTek USA,Inc/CowuTNS SoflWdro].6.6(1L)-E 10.Formaswwrca plk gnvusme ESR-1311,ESR-1966(MpeX) EXPIRES. 12131/2015 VIII IIIIIIRf This design prepared from computer input by 111H1 PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 37'- 6.0" EBT 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 2x4 DF 41gBTR LOAD DURATION INCREASE = 1.15 1- 2=( 0) 76 2-10=(-394) 2402 3-10=(-275) 194 BC: 9x4 DF k16BTR SPACED 24.0" O.C. 2- 3=(-2775) 555 10-11=(-273) 2014 10- 4=( -171 500 WEBS: 9x4 DF STAND 3- 4=(-2516) 527 11-12=(-294) 1984 4-11=1-7201 258 LOADING 4- 5=(-17811 474 12- 8=(-435) 2363 11- 5=(-248) 1184 TO LATERAL SUPPORT <= 12-OC. COL. LL( 25.0)+DL( 7.01 ON TOP CHORD = 32.0 PST 5- 6=(-1780) 474 11- 6=(-720) 258 BC LATERAL SUPPORT <= 12-OC. UON. DL ON BOTTOM CHORD = 10.0 PER 6- 7=(-2516) 527 6-12=( -17) 501 TOTAL LOAD = 42.0 PST 7- 8=(-2775) 555 12- 7=(-276) 195 OVERHANGS: 18.0" 18.0" B- 9=( 0) 76 LL = 25 PER Ground Snow (Pg) BOTTOM CHORD CHECKED FOR A 20 PER LIMITED STORAGE BEARING MAX VERT MAX HORZ BRG 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 PST. 0'- B.S. -284/ 1746V -211/ 217H 5.50" 2.79 IF ( 625) 37'- 6.0" -284/ 1746V D/ ON 5.50" 2.79 IF ( 625) COND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing. VERTICAL DEFLECTION LIMITS: LL=L/24D, TL-L/180 MAX LL DEFL = 0.013" @ -1'- 6.0" Allowed = 0.150" MAX TO CREEP DEFL = -0.015" @ -1- 6.0" Allowed 0.200" MAX LL DEFL = -0.140" @ 18'- 9.0" Allowed = 1.829" MAX TL CREEP DEFL = -0.331" @ 1B'- 9.0" Allowed = 2.439" MAX LL DEFL = 0.013" @ 39'- 0.0" Allowed 0.150" MAX TL CREEP DEFL = -0.015" @ 39'- 0.0" Allowed = 0.200" MAX HORIZ. LL DEFL = 0.061" @ 37'- 0.5- 18-09 18-09 MAX BORIC. TL DEFL = 0.101" @ 37'- 0.5" f- Design conforms to main vindforce-resisting 6-06-11 6-01-02 6-01-02 6-01-02 6-01-02 6-06-11 system and components and cladding criteria. 12 12 Wind: 140 mph, h=23.9 .2,.201=6.0, ASCE 7-10, fi.00 M-4x6 - En. 6.00 (All Heights), Enclosed, Cat.2, Exp.., MW FRS(Ou), load duration factor=1.6, 4'0 Truss designed for wind loads M-5x8(5) M-5x8(S) in the plane of the truss only. 3.1\ 0.25" 0.25" 4Y 6 M-1.5x3 M-1.5x3 we o M-3x8 M- �3 x4 1b.25" M-3x9 M-3x8o M-5X8(S) L 9-07-05 5-01-11 9-01-11 9-07-05 kk 1-06 37-06 1-06 JOB NAME : 17051 JT SMITH PL 2456-A - A4 ��EDPROffS Sca 1e: 0.1660 �� - WARNINGS GENERAL NOTES,unfloseratheraderaddial. -� JL4L11 2 1. BIbs Mtttt9onc 1a1 taunt Ce adexal W all Corel Notes 1.The desg Is DaaN wfy uupon tre p&BmH<n sb Mb for an meta l � � JZ PE 9� Truss: A9 ant Were,,Before conapuaan cammenwe diabg mandre ill.Apgioabilty a design parameters aro proper 2.2x4 coreprodawn webb..,most Beinafelad wneeeh. normarminin 0 wmporenl a the responsibility of the building dasi9ntt 3.Addition.l Nodose,adding to In... density d WW uring nel.hor 2.Oeagn axmthe e lop ata Bono l sly Or cl to be tiated al DES. BY: EE is the reeponaldl Dime eroap.Pddidonal cennarca brodtg of 2'o.c.ant a110'oc.mpectiv&y actio braced Inrougnout weir knnppin by iy coners.arered, uch plyweod"atdtglTc)aM/u erywall(.C). DATE: 1/26/2015 the oe,all deductions a me responded yof ueb tang desgrer 3.2a Impact login,or leteal dean,retained seems shi++ � a. No load atwua Be awned to any monvoem uaaafter r facing ata a. Instead.amus a tb Reapambaily,of ma respective compactor. T OREGON SEQ. : 6168930 raaewn are cmrolete ata n no done slorl"loaleg.an Had 5Damaged n>tnea buesea are to pas wed in a nomconmiaeem mex L t/ 1 h ceagn loads D<applied to am compmem and ere lor a,cpaaon•or all TRANS ID: 916229 s.ComeuTrus ha.no mnpa it",and slimmest no raNddy For per 6.Cal wereas mll We"at all suppos shown.Shim or wedge it MFRR�LL 0`?' fadh iudon, marsig shipment and installation of cmrporente 7.De.gn axumes maseare drainage is oidded. 111111 VIII VIII VIII VIII VIIIVIIII°VIII 6_PIIAVTCA0SCSs design is Ipollofseni willlBediddl subsets to the thermaluponrnd equest 6.Prc,assitwlalewMlxtecepnIreams Wado.,entlpWcedsameircenbr II 9. Begin hakes,Ore M pale N FCeed MiTek USA,InCJCompuTms Software 7.6 Ell L)-E 10 For Ba.is mmaa epgn w ate deaFxa are ESR-t 311,ESR-IM QATIx) EXPIRES. 12.'3 V2015 ' 111111)I II II,1 This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 371- 6.0" ISO 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 IT: 3x4 DF %1GBTR LOAD DURATION INCREASE = 1.15 1- 2=(-2778) 597 1- 9=1-4561 2417 2- 9-(-2701 216 BC: 2x4 DF AIGBTR SPACED 24.0" O.C. 2- 3=(-2519) 563 9-30-1-2931 2018 9- 3=( -351 508 WEBS. 2.4 DF STAND 3- 4=(-1781) 406 10-11=(-305) 1985 3-10=(-7231 257 LOADING 4- 5=(-1701) 474 11- 7=(-445) 2363 10- 4=1-2571 1185 TC LATERAL SUPPORT 1= 12-OC. UON. LL( 25.0)+DLI 7.01 ON TOP CHORD = 32.0 PSE 5- 6=(-2516) 538 10- 5=(-720) 258 BC LATERAL SUPPORT <= 12"OC. DON. OL ON BOTTOM CHORD = 10.0 PSF 6- 7=(-2776) 567 5-11=( -17) 501 TOTAL LOAD = 42.0 ESP 7- 8=( 0) 76 11- 6=(-276) 194 OVERHANGS: 0.0" IB.D" LL = 25 PEP Ground Snow (Pgl "-FOR HANGER SPECIFICATIONS-SEE APPROVED PLANS BEARING MAX VERT MAX HOPE BRG REQUIRED ERG AREA BOTTOM CHORD CHECKED FOR A 20 PER LIMITED STORAGE LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. 01- 0.0" -221/ 1575V .13/ 204H 5.50" 2.52 DF ( 625) THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSI. 37'- 6.0" -207/ 1752V 0/ ON 5.50" 2.80 IF ( 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 = -0.140" @ 10- 9.0" Allowed = 1.829" MAX TL CREEP DEFL = -0.331" @ 18- 9.0" Allowed = 2.439" MAX LL DEFL = 0.013" @ 39- 0.0" All owed = 0.150" MAX TL CREEP DEFL = -0.015" @ 39'- 0.0" Allowed = 0.200" MAX HORIZ. LL DEFL = 0.061" @ 37- 0.5" MAX BORIS. TL DEFL = 0.101" @ 37'- 0.5" I8-09 18-09 Design conforms to main windforce-resisting system and components and cladding criteria. 6-06-11 6-01-02 6-01-02 6-01-02 6-01-02 6-06-11 Wind: 140 mph, h=23.9ft, TCDL=9 at.2,L=fi.O, ASCE 7-10, --'� -- - 'r (A11 Heightsl, Enclosed, Cat.2, Exp.B, MW FRB)Di r), 12 12 Truss duration fforowind i E.DD . - M-4x6 '- 6.00 Truss designed for wind loads 4 0„ in the plane of the tIUSS only. 4 M-5 x8(S) 3.� M-5x81S1 0.25 0.25 3 / LM-1.Sx 3 " \� M-1.5x3 2� 0 0 �0o aTM-3x8 M-3x9 1 .25" M-3x4 M-3x8 o M-5x8(S) k - 9-07-OS 9-01-11 9-01-11 9-07-05 Y b 37-06 1-06 � JOB NAME : 17051 JT SMITH PL 2456-A - B4 P<U PROFFS )NP S/. Scale: 0.'.737 ��� (L��^���/� 0 � - WARMINOS: GENERALNOTES,unbasmiderwenoleal L 1 I. Similar arms session contractor shown be aavied of all Diameter Notes 1.This design N Dasa only soon His vfovres s shown and is He an inonau.l 1 2 92 P E l Truss: B 4 end W ersel.before comtmdion commencesb,ildimg component.Apphcabinty of ass,Poremelers am proper 2.2m4 cambreelan were ora rrg must be nsalled)Mere shown e. Ir[o lmit n of component Ia die memorability of the mildilg naegner. 3.Additional lemmomy braarg to eatft dud,mn.budlon 2_Dragn assume ma top and Word chard.to be mentally Braced el DES. BY: BE is the renpon.idl' ph Me erector.AdONonal permanent Dmdng of 2 v.v.and at 16'o c.Impeoreely unless Diced throughout their R, 0 by M centinwua aeamim audr a plWroaE aealNm(TL)anNor arywal Of DATE: 1/26/2015 meowerall ebvcwre ie me responeieiliry aflM building ae.pner. 3.2x limed bmgim or lateral bang required where mown.. Q 4.No load shwa be ammlad to ed,ramponent nap after all been,ani 4. Imtalladon of miss s lha re.moreibilly of Me reapecure conbadpr. y OREGON ((, SEQ. : 6168931 Dreamers ere compete am at no lane amold any,bads greeterthan 5.Dego aeune.mune.are to M tiadm a nenswrame em,Dnnment. L L/ -1 /� deage mads be applied to any=unponent. m are foray voralbon of use. �� '9 y 14, 20 P-� TRANS I D: 416229 5. Lornpulms has m cored ower am assumes no respwibdiry for Ire 6. oeagn essees na Daer'wg n an auppona alxawi.Shim orw.edge n abeaaon.n.ream.embedded.m aetel.bon orvvmorens. 7.Dere :cores adequ.a ararew o�rw"s.`am stand so main amen MFR RILE 0 6.The desgn q awdaea Nmled Ip the amaadom sN IoM Dy a. Pleas steel Be bcaa0 on Dam aces IIIII IIIII IIIII IIIII IIIII IIIII IIIII)III)III TPIM1YrLA in ELSL daDW of xludn wAll Ce hRdated uWrn rNueat YRs iiideswr rant a a Mea. 9.Dais imaate erne of be a Inde.. MiTek USA,InelCompuTme Software 7.6.6(1 L)-E m.Forbeic mnmeaor pate design yaue..ee ESR-1311.ESR-1985 Nynex) EXPIRES:12131/2015 VIII VIII I'u This design prepared from computer input by "I PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 11'- 6.0" CORD. 2: Design checked for net(-5 pef) uplift at 24 co" spacing., TC: 7x4 OF It 1BTR LOAD DURATION INCREASE = 1.15 BC: _x4 OF 616BTR SPACED 24.0" O.C. Design conforms ne main wi cladding system and components and cls dtling criteria. TC LATERAL SUPPORT <= 12"OC. UON. LOADING Wind: 140 mph, h=21.3ft, TCDL=4.2,BCDL=6.0, ASCE 2-10, BC LATERAL SUPPORT <= 12%C. DID. LL( 25.0).DL( 2.0) ON TOP CHORD = 32.0 PSF (All Heights), Enclosed, CaL2, Exp.B, MWFRSIDirh, DL ON BOTTOM CHORD = 10.0 PSF load duration factor=1.6, TOTAL LOAD = 42.0 PSF Truss designed for .,no loads LL = 25 PSF Ground Snow IPgI in the plane of the truss only. Gable end truss on continuous bearing all DON. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL M-lx2 or equal typical at stud verticals. REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING MET. Refer to CompuTrus gable end detail for BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP complete Specifications. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 5-09 5-09 °.00.12. IIM-4x4 1219.00 3 z i 2 4 ot ILI o� �o o 5 M-3x4 M-3x4 \VlI 1-00 11-06 1-00 �Pt0 PROFFS JOB NAME : 17051 JT SMITH PL 2456-A - C1 IN`- s/ Scale: 0.4567 �� WMNIN0.4: OENERALNOTEa,unessollwnnsenoled 261�s 9 O 9 1. Bull&,am wis ton conbanur should W amareas of at General Notes 1.This design Is hamar troy wh lin earanreMrs shoml and is far an lMMOuat � J2 P E Truss: C 1 am Wam Ig.before co.Dusan commencesbulldmir compmem.PpplicadlNy of marogn parameters as proper 2.2.4 GamM,,I.nweb boamr,eurat W matallea o r e arm. muserponflaor of mmwwm is the reasonability of the building desgner 3.Additional lamporery Dr Gy 1 "naure eladlily duh,mnelrvNm 2.Mae,ass mea Me fop and WK.troch to ce liberally bre dal DES. BY: BE Add real sum Nyof Me M Add Non .dins mbinamoof 2'oc.and al 10'mc respecDWty union braced Mossnal alar Win In by omlinua ceaMMg surto am Mramoi aMathirg(TC)ander drywall C) Q. DATE: 1/26/2015 Me overeg mtudure,the responsibility of Me Mateirg dngm. 3. 2x imp.d Dridgiy«lalers)McWlg reguMO yAse.hovn.. 4.N swai 0dmld ce appllad to any monument nt"I after all Dreang and 4. Installment of tons a Me respmNDility of Ice respective conNap«. II y OREGON a lV SEQ. : 6168933 fat are comets foo at w U.snau any homes 9romer man 5 Deaytaawan varmsnarefo W wee In a nommrt .em r« eM L / 1 design load.W.,pied to w,r«npmerA_ and ere ler'dry mNNon'dl we. �O qy 14, 2� TRANS ID: 416229 s.CmmuTna Ilea Me Woad old aIle mnumea no reespwniblry for IM 6. Dnwassa.ax bemmV at an summons 0faffn.Shbn or fie a et'' abliraron.lamer'.Nvpnl«It and MwrftW l of Wonpaa.an. mor T.Dengn assumes eaeglaae ereM.ge a MFR R I I-�- 6. Thu angn a hma sed NMlap a Me iniaDora ver MM by 8. Palet e1W ce I«'a1M m DOM laces of buss,and paced so Meir miner IIIIII VIII VIII VIIIIIII VIII VIII I„IIII TPWIfCA MKSI.WWiaa OlxtiU NICs IUIrcSIad u,m rWwsl. II wImas sol0M«me«Imn 9 Dig'saMscowweomp MiTek USA, Sofa76.6<1L)-E IDForW ..m «pmengnv . .nEBR-1311 ESR-11188(MRek) EXPIRES: 12131,12015 VIIIIII IIIA This design prepared from compute' input by 'I PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 11'- 6.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cg=1.00 TC 2x4 DF R16BTR LOAD DO RATION INCREASE = 1.15 1-2=( 0) fib 2-6=(-14) 284 6-3=)0) 262 BC: 2x4 OF Al&BTR SPACED 24.0" O.C. 2-3=(-473) 102 6-4=(-14) 284 WEBS: 2x4 DF STAND 3-4=(-493) 102 LOADING 4-5=) 0) 68 TO LATERAL SUPPORT <= 12"OC. VON. LL( 25.0)+OL( 7.0) ON TOP CHORD = 32.0 PER BC LATERAL SUPPORT <= 12"OC. UON. DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 42.0 PSF BEARING MAX VERT MAX PORK BAG REQUIRED BRG AREA OVERHANGS: 12.0" 12.0" LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) LL = 25 ESP Ground Snow (Pg) 01- 0.0" -103/ 599v -110/ 11OH 5.50" 0.96 DF 1 625) 111- 6.0" -103/ 599V 0/ ON 5.50" 0.96 IF ( 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 sf) uplift at 24 "or s BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL = -O.OD2" @ -1'- 0.0" Allowed = 0.100" MAX TL CREEP DEFL = -0.003" @ -1'- 0.0" Allowed = 0.133" MAX LL USED = -O.DO2" @ 12'- 6.0" Allowed = 0.100" 5-09 5-09 MAX TO CREEP DEFL = -0.003" @ 12- 6.0" Allowed = 0.133" MAX TO PANEL LL DEFL = 0.091" @ 8'- 4.8" Allowed = 0.436" MAX TC PANEL TL DEFL = 0.266" @ 8'- 2.4" Allowed = 0.655- 12 IIM-4x9 12 9.OD9.DO MAX HORIZ. LL DEFL = 0.002" @ ll'- 0.5" MAX HORIZ. TL TEFL 0.004" @ 11'- 0.5" Design conforms to main windforce-resisting system and components and cladding criteria. Wind: 140 mph, h=21.3ft, TCDL=4.2,BCDL=6.0, ASCE 7-1D, 1 (All Heights), Enclosed, Cst_2, Exp.B, MWFRS)Dir), load duration factor=1.6, / Truss aaeefor wind loads in the plane plane of the truss only. i o 6o 1 M-3x4 M-1.5x3 M-3x4 5 0 ) d 5-09 5-09 1-00 11-06 1-00 E0 PR Of JOB NAME : 17051 JT SMITH PL 2456-A - C2 ��� 26���9UP/o Scale: _- ' ` 2 WARNINGS: GENERAL NOTES,unless otileasse noted Q92 PE 9� 1.Builder am erection conbaclor should be aMlsea of all General Notes 1.This design Is based only upon Me parameters form and is for an IMWMuaI Truss: C 2 and Wamin,s before con ahold l cammenc2s. building Mammalia.Appiub"of design parameters and proper 2.2x4 compreaaion web broang must be,raalled otters m.1, 21.-Monsalunioffa enipoe responsibility Uefla�erloadin designer. 3.Additional temporary bating to inward initially M.Mg conahuction y DES. BY: EE Ed Me respons Nlily of Me elector ACddsonal permanent braarg of 2 a add at IV co,desperately unless braced M"Itout Meir angtim by DATE: 1/26/2015 Me coalnuous.heatan,such as plywxd"HEMI)mayord,w©II(BC). overall structure anM po LilRy of Map ildi,g designer. 3.2x Impact badging or Island Immang requires where shown+s " 4. Nouadanoulabeapplied n ycomponent MOI after all baargam 4. Installabon0May asthe re mon oliyofMyrespectivewlmarAor. y OREGON a j SEQ. : 6168934 MNerede are Momper add n rale should am lovas greater Man 5. Deign aesurea muse.ere to be earn a no�M«roeaemntronlnent 4 21 1 deign load.be appled to aaJ cariordi. and are lardy condition'of use. / '9Y 2. -� TRANS 1(): 416229 5.Compounds has no cannot war and assunea no reasonability for Me 8.Design towards fill beaa� tall supports spasm.Bh morwMge ii O Y4' P s.msaebi�g�Handali iia oi«ters eoain�Imlli.Ion.lief form m, e.P:ressnmibm`d l'ortdepaauat edridnaAom MAG is w�rontla�E��a pwded.a marManmr MFR RII-�- 1111111 VIII VIII VIII VIII VIII VIII)III)III TPIaVTCAm BCSI,copies ofwllia wall be Nmish el upon request linea miMde wfN pmt center lines. 9. Dgtis IMkah Nue at plate In Imes. MIT¢k USA,In $oRwaf¢]6.6(1 L)-E 1D.For basic corral pale deals,values ace ESR-1311.ESR-19U(huep EXPIRES: 12/31/2015 VIII III III This design prepared from compute: input by 11{1{ PACIFIC LUMBER-BC LUMBEASPECIFICATIONS 11-06-OD GIRDER SUPPORTING 37-06-00 FROM 2-00-00 TO 11-06-00 IBC 2012 MAX MEMBER FORCES 4WF/GDF/Cq-1.00 TO 2x6 IF IS LOAD DURATION INCREASE = 1.15 (Non-Rep) I- 2=(-6410) 1464 1- 6=(-1102) 4982 6- 2=( -112) 313D SO 2x8 DF 55 - 3-(-4148) 972 f- 7-(-1098) 4972 2- 7=(-2334) 590 WEBS: ^-x4 OF STAND: LOADING 3- 4=(-4162) 974 1- 8=( -924) 4262 1- 3=I-1D90 4610 2.6 DF k2 A LL = 25 PER Ground Snow (Pg) 4- 5=(-5546) 1236 B- 5-( -924) 4268 7- 4=1-13241 340 TO UNIF LL( 50.0ItDLI 19.01= 64.0 PLR 0'- 0.0" TO 11'- 6.D" V 4- 8=( -382) 1806 TC LATERAL SUPPORT U= 12"OC. NOR. BC UNIF LL( 0.0)�DLI 20.01= 20.0 PIF 0'- 0.0" TO 2'- 0.0" V BC LATERAL SUPPORT C= 12"OC. UON. BC UNIF LL( 443.81*DLI 321.81= 765.5 PLR 2'- 0.0" TO ll'- 6.0" V BEARING MAX VERT MAX HORS BRA REQUIRED BEG AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 2 1 complete trusses required. - 62 P 9 ADDL: BC CONC LLf DL- 3681.0 LBS @ 1'- 6.B" 0'- 0.0" -1504/ 5070V -91/ 91H 5.50" 10.65 IF 5) Join together 2 PLY with 3"x.131 DIA GUN 11'- 6.0" -1133/ 50701/ 0/ DH 5.50" 0.11 IF 16251 nails staggered at: LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 9" cc in 2 row(s) throughout 2x6 top chords, REQUIREMENTS OF IBC 2012 AND IRC 1012 NOT BEING MET. CON D. 2: Design checked for net(-5 psf) Uplift at 24 %c spat nipac g 6" or in 2 row(s) throughout 2x8 bottom chords, VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 9" or in 1 mw(s) throughout 2x4 webs, BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP 9" or in 2 mw(sl throughout 2x6 webs. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL = 0.020" @ 3'- 5.0" Allowed = 0.529" HANGER TO APPLY CONC. MAX TL CREEP DEFL = -0.067" @ 3'- 5.0" Allowed = 0.706" LOADISI EQUALLY TO ALL MEMBERS. 5-09 5-09 MAX HORIZ. LL PE = 0.007" @ 11'- 0.5" MAX HORI2. TL PERU = 0.014" @ 11- 0.5' 3-06-12 2-02-04 2-02-04 3-06-12 -- Design conforms t0 main windforce-resisting 12 12 system and Components and cladding criteria. 9.001, M-4x8 -- -I9.00 Wind: 140 mph, h=21.3ft, TCUL=4.2,BCDL=6.0, ASCE 7-10, 3 9.0 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=1.6, WARNING:TRUSS NOT PLATED SYMMETRICALLY. Truss designed for wind loads MARK TRUSS PRIOR TO INSTALLATION TO in the plane of the truss only. .. ENSURE PROPER ORIENTATION AS SHOWN. / M-3x8 x, 2 M-3x5 z' A 4 co MSHS-5x14 \ 'cuS x19 a I 6 e s o M 3x10 M-7x10 M-3x8 0 0 +3681k Y- 0 3-05 2-04 2-04 3-05 11-06 JOB NAME : 17051 JT SMITH PL 2456-A - C-GIRD y��PEDPNOFFSsi : � 6-� WARNINGS: OENEMLNOTES,unlessotharwfsewlal Scale -_0.9098 ���241 �9 t. ewer and aranon minmdur should be adWsed of all General NmaS 1.The design Is basin ora,lion the smasters Showa and is for an lmmaual �' 92 IDE V_ Truss: C-GIRD ane warnings comm mnawnwn mmmenmstonin,component Appliudmy of dal lgn mesnlemis am proper 2.2x4 cwnpleaew web b selq must be Installed where shown+ axopmalon of mmpomlt Is Its resumnalbillty of the building deegn . 3.AUdtorel temporary b 'reg t insure stabkty adding mmtrurnpn T Dmign mas ma tw antl Wtcm chorda m be lassally&aced al er DES. BY: BE is me responsibility mlM of sin Breda.Amganal pelmamd paring of P'no. m t to me lespectwly miss*Image!m gimt shat bnglh by CCmmpus smashing sage as plywead sneetang(TC)maI arywallIC). DATE: 1/26/2015 to wmall studies la the sonsibility afore tou llg defamer 3 2x Impad Iwd Mor Iaramal main reguiead wale an a Q 4. No lead algYN m append to ally comment!VIW after all MOPrg m 4. Inamllado (tins M me respomblty of me,espeame armaaa. y OREGON ([/ SeQ. : 6168935famemesartcoeplemamesnoNesshoalanyloadsgreeagn natter s fatal dew esaretoef ins o a oawenwr nma. L L/ 1ty A deign leads ba Wowl to arymrlipolpd. am are fe,sly maiton'of use. /O q)' 14 TRANS I D: 416229 s.comwroma m Tn s has m a ower aassumea m emporuibilty low tin 6 Dasign asnxms Has Eeamg at as softie.simam Slam or wedge t P mlwimboa,namlirg.v+pnwm.m tsmnaeore or aolmomlw. T.Den`s wan'av a anaxilla dumaga Nmowdes! pmmdsolmir wins, MFR RILE� 6.11eo mn suedeal is kahasjca the e Bmnamlw sea form by Bmtee. Pawe be Io`sama m bdM fame otw 111111 VIII VIII VIII°III VIII VIII Ips IIII TFlnvrcA in ecsl.awes of wnem wII be funavea won eeuest. NheIt mandde wenn Iden miller liras. II IIm9. pg.Imkate sire d tate m mein MiT . ek USA KEPT Sofantre EPT L)-E 10 For bavc wnnerdor tate deMe values see ESR-1311,ESR-1W(MiTeg EXPIRES.12131/2015 = VIIIIIIIII�f This design prepared from computer input by PACIFIC LUMBER-BC LUMBER •SPECIFICATIONS TRUSS SPAN 11'- 5.0" COND. 2: Design checked for nett-5 psf) uplift at 24 "so spat rng. TC '-x4 DF Y16BTR LOAD DURATION INCREASE = 1.15 BC: 2x4 IF A168TR SPACED 24.0" O.C. Design conforms to main windfome-resisting system and components and cladding Criteria. TO LATERAL SUPPORT - 12"OC. DON. LOADING 111 140 mph, h=21.3ft, TCDL=4.2,BCDL=6.D, ASCE 7-10, BC LATERAL SUPPORT <= 12-OC. DOE. LL( 25.D)+DL( 7.0) ON TOP CHORD = 32.0 PSE (All Heights), Enclos ad, Cat.2, Exp.B, MNFRS(Dir), DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 42.0 PSF Trus duration factor=1.6, Truss designed for wind loads LL = 25 PSF Ground Snow (Pg) in the plane of the truss only. Gable end truss on continuous bearing aell UON. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL M-1x2 or equal typical a[ stud verb cols. REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. Refer to CompuT rus gable end detail for BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP complete specifications. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 5-08-08 5-08-08 1 9.00,`12 IIM-4x4 12 9.00 3 II M-3x4 M-3x4 \ 1-00 11-05 1-00 JOB NAME : 17051 JT SMITH PL 2456-A - D1 E0PRoc,,0i Scale: 0.4598 �5 WARNINGS: GENERALMOTES,unkn ome,wee r,ted. 9 1. BNkler and erxgan tonlrar ar SWUM be aNaM of all General Notes 1 TNa dei Is based only upon Il,e Exminees ah eM IS ler en IMMtlual ¢ JZ PE Truss: D 1 and Wemkgs before conevudion commences. dumb,ashmonent.Ap hosisilay of dean DeRmalaR aW propel 2.Pew compraseipn wale bred,must be;stalled Mere Shoed+. ImcaWomen of SenlpOreM a ma responsibility of me building designer. I 3.Addlonal IM,od,ybadr,tot SUR Sabilityd r,contucti. 2.Dean anumea lire cep and bottom chods M ba klerally brand at DES. BY: EE is the mponslWliry of ma ares Pddihorel wa once bred„ f 2'o.c.and al I oc respecmely unless brand Mrouglloul drok am mw COnanupus 9he9mlr,such w plrima0 she9Mt,(TC)anNo drywa C). DATE: 1/26/2015 me overall evuduraelW respondbillly ottlrob Idirq dngne 3.2x impact budging or lateral baring requred where Sham++ lz a. No load Is be li'led to arty conponenl until lifts,all bad,end a. Instdlmad ofwsa.deresponsSun,or me aetwenNe momrrand,. y OREGON [(y SEQ. : 6168936 taetenen ere«„eta aW at mo bme anwdamvMede greee,loam B.Dana a..,vanes ere to Waaedn a ii � Seemwkammeh L 'L/ 1IN dean Maas W epdred Id any com a nde. W ere for•dry ceridNon'of use. 14, -t- TRANS ID: 416229 6.compuTns has no Aimed ower and assures mo reepombudy to,tiro 6.Dnepceignasmss US ft.,atlie supppones rMwwn.Sbm o xedge n OMCRRI1-�-eP fibrra600 handli,,statement!and sula0ali of aRmpo,er,h ]. deign ass i nes ade tuale be'mpe 60l s.arm placed u pair cer,M, 6 Th deign u hurshed subpd M me lna itions eH MM 8 Passes ahal be Muted on bed IcuS tr 111111111111 VIII 111111111111111111111111111 TPIhVECA n BCS).ropes of Mint VAII be fimaMd,Nsm regnant. 9 FNotes�ft hldda Mout d.t n lntlroa MIT¢kU$A,IGC.ICompuTNS Sallwar¢].6.6(1L)-E tp.Far be=unneda deed dngm values sae ESM-1311,ESR-19MNATSU EXPIRES. 12'31/2015 .VIII II I IIIIih This design prepared from Compute: i.put by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 8'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TC 2x4 DF 1,16BTR LOAD DURATION INCREASE = 1.15 1-2=( 0) 68 2-5-(-117) 160 3-5=( -14) 16E BC: 2x9 DF MlSPTR SPACED 24.0" O.Q. 2-3=(-265) 71 5-6=f -50) 70 5-4=(-191) 196 WEBS: '_x4 DF STAND 3-4=(-198) 100 4-6=(-393) 207 LOADING TC LATERAL SUPPORT <= 12"OC. DON. LL( 25.0)tDL( 7.0) ON TOP CHORD = 32.0 PSF BC LATERAL SUPPORT <= 12"OC. UON. DL ON BOTTOM CHORD = 10.0 PSF BEARING MAX VERT MAX HORZ BEG REQUIRED ERG AREA TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 12.0" 0.0" 01- 0.0" -91/ 480V -91/ 150H 5.50" 0.77 IF 1 625) LL = 25 PSF Ground Snow leg) 81- 0.0" -3B/ 321V D/ ON 5.50" 0.51 OF ( 625) •'-FOR HANGER SPECIFICATIONS-SEE APPROVED PLANS LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND. 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 BCTTOM CHORD CHECKED FOR IOPSF LIVE LOAD, TOP MAX LL DEFL = -0.002" @ -1'- 0.0" Allowed = 0.100" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = -0.003" @ -1'- 0.0" Allowed - 0.133" MAX TO PANEL LL DEFL = 0.131" @ 3'- 3.3" Allowed = 0.433- 5-08-08 2-03-08 MAX TO PANEL TL DEFL = 0.100" @ 3'- 1.0" Allowed = 0.649" - MAX BORIS. LL DEFL = -0.001" @ 7'- 10.3" 12 MAX BORIS. TL DEFL = 0.001" @ 7'- 10.3" - 9.00 Design conforms to main windforce-resisting IIM-4x4 system and components and cladding criteria. Wind: 140 mph, h=21.3ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat_2, Exp.B, MWFRS(Dir), load duration factor-1.6, 12 �� Truss designed for wind loads 9.00 `� in the plane of the truss only. Ns 3x4 �Z A 9 I � fu 0 o� Li _.._ 5 ..6 . M-3x4 M-3x4 M-1.5x3 I �. 5-10-04 2-01-12 I 1-00 8-00 JOB NAME : 17051 JT SMITH PL 2456-A - D2E0PNOceSSi _. Scale: 0.3995 ��5 ���i6ri59 0 -_- WARNINGS: GENERAL NOTES,unless omem4ae doled'. 92 PE 9r 1. Builder and erection compactor should de added W all Gererel Name 1.This design Is eased ony aper ins para vers shown am b b,an ldalvldual Truss: D2 and warnings before comvim avmrnanesa. wbimg aampatsmt.Appueaemty nmaen palammsrs arm proper 2.Dire commission award Force,must be installed wasue Mone• inglorponearda of oamporere is Had redpamlbliy of me Daikin,des nen 3.AdMtonal lempaary seeing to muse stability draddr,cenaWal n 2.Deign assume fair top am wallign comes b os leo eCy b acetl el DES. BY: EE is Her lareldrandifighty of"reactor.Atltl tionalpemamnl bream,or 2'o c.era al to om.reapecllmly bee Ureters mrougnoa moo-larm Dy magnum s sheata rg such air plywvma eaeam'ng(TG)amllo,drywall C) DATE: 1/26/2015 them all smwtum a Me onflemarafty at Meeldrg defend,. 3.2.lapse brkgrs,or lmeral ler me rs9ulred w3aren • � 4. N load noun me applied t am mmparere n ads,r among as e. Imlanano ofmas b and re,ponNelMy or me re s arfaendaaor. 9 ORE ON P 4u SEQ. : 6168937 dal mdAmplate ds tnotimeMixed a forms greater lose s Desem ynassumtrussesaretoWmaninanomnsia mesawronmeat L� L19 01 /� deign loads De applied to for canmrem. end ere far dry mention.of use. Q y 14 2 TRANS I D: 416229 5.Cmn,uTnus nee no damage afar ane damages m rasowness ry for lee 6.merge gmos runa bed,at en suppm osowearr.sem a wedge it 0Q' 6. fidwauty��.biaAmbdaeanest and!spidrick to msubmatm�b�em`a1comedowns, e: PDW:sl"water""'ala80eQi�or'eo`m"bpae�r::`;mpm�deovdrambr MFRRIL�- 111111 111111111111111 III VIII VIII"III VIII VIII ILII ILII TPINgrCA In BCS(.mpres of vada wgl ire M1areahed upon mlueal. lie residue atm seen aeMa vies. IN 9. Far g mekare side of pie merr gn as. O O MiT¢kU$A,InC ICompuTfus SoflwBre].6.6(1 L)-E 10 Fa easicconreda pleb deanvaluer see ESR-1311,ESR-19M(Mliek) EXPIRES: 12.'31;235 .VIIIIIIIIIIff This design prepared from computer input by 1�If PACIFIC LUMBER-BC LUMBER SPECIFICATIONS 11-05-00 GIRDER SUPPORTING 37-06-00 FROM 9-00-00 TO 11-05-00 IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TO 2x4 OF A163TR LOAD DURATION INCREASE = 1.15 (Non-Rep) 1- 2=(-2314) 482 1- 6=1-3361 1738 6- 2=( -128) 74 BD: 2x8 OF M2 - 3=(-2280) 538 6- 7=(-3381 1742 2- 7=1 -120) 116 WEBS: 8x4 OF STAND; LOADING 3- 4=1-22981 536 7- B=1-818 3]06 7- 3=1 -5981 2594 2x6 DF SS A; LL = ^_5 P5F Ground Snow (Pgl 4- 5=1-51041 1136 B- 5=1-8381) 3896 7- 4=1-28141 696 x.6 DF M2 B TC UNIF LL( 50.0)i '0 LI 14.01= 64.0 PLD 0'- 0.0" TO 11'- S.D" V 4- 8=1 -8341 371 BC UNIT LL( 0.0)+DL( 20.0)= 20.0 PLF 0'- 0.0" TO 91- D.D. V TC LATERAL SUPPORT <= 12"OC. UOS. BC UNIF LL( 443.8)1pL1 321.81= 765.5 Ply 9'- 0.0" TO 11'- 5.0" V BEARING MAX VERT MAX HORSBIG REQUIRED BRG AREA BC LATERAL SUPPORT <= 12"OC. COS. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) ADDL: BC CONIC LLf D1= 3681.0 LBS @ 8'- 0.0" 0'- 0.0" -336/ 1653V -91/ 9 5.50" 2.64 DF ( 25) ( 2 I complete trusses required. 11'- 5.0" -1069/ 47894]B9V D/ ON OH 5.50" 7,66 DF ( 6 6251) Join together 2 ply with 3"x.131 DIA GUN LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL nails staggered at: REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING MET. CONS, 2: Design Checked for net(-5 psf) uplift at 24 "go spacing. 9" or in 1 row(5) throughout 2x4 top chords, 6" or in 2 row(s1 throughout 2xB bottom chords, BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD, TOP VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 9" or in 1 row(si throughout 2x4 webs, AND BOTTOM CHORD LIVE LOADS .ACT NON-CONCURRENTLY. MAX LL DEFL = 0.020" @ B'- 1.9" Allowed = 0.125- 9' oc in 2 cowls) throughout 2x6 webs. MAX TL CREEP DEEP = -0.078" @ B'- 1.9" Allowed = 0.70D" HANGER TO APPLY CONIC, LOAD(S) EQUALLY TO ALL MEMBERS. S-OB-OB 5-0H-OH MAX HORIZ. LL DEFL = -0.005" @ 10- 11.5- 1 MAX HORIZ. TL DEFL = 0.010" @ 10- 11.5- 3-04-13 2-03-11 2-03-11 3-04-13 Design conforms to main windforce-resisting - C system and components and cladding criteria. WARNING:TRUSS NOT PLATED SYMMETRICALLY. 12 M-4X6 12 Wind: 190 mph, h=21.3 ft, TC DL=4.2,BCDL=6.0, ASCE 7-10, ENSURE PROPER PER ORIENTATION AS SHOWN. MARK TRPPRIOR TO INSTALLATION 9.00 19'00 (All Heights), Enclosed, Cat_2, Exp.B, MWFRS(Dir), 4 Ni, 3 load duration factor-1.6, Truss designed for wind loadsin the plane of the truss only. z M-3x5 3' m B � MSHS-5x14 MSHS-5x14 i so o M-1.5x3 M-4x1O M-4x12 I L ra 336818 6 3-03-01 2-05-07 2-05-07 3-03-01 11-05 WEDGE REQUIRED AT HEEL(S). SPED PN OfFSSi JOB NAME : 17051 JT SMITH PL 2456-A - D-GIRD ale: D.3964 \5� o WBMIMOS: GEMERAL MOTF_br ad and,meMaw plower 1. Builder and abefreenter rcoMredmsixfold comeroor of all General Notes 1,bald Msignbbese0 plupontyo cera, "rshmm Order IMNtluel 92 PE j Tiuss: D-GIRD aM w.mlltlld before wMgh,mut HemenMld. baldim, Is the mawlgn pity of HerTuM propel 2.Axa ramMemories, Dratirgomiese Inabllse 1MereoMwns. Delay,marturoon the top nit tt o1wilds0 a Itteer bu,Bmaesgner. 3.Additional lemltgrery Mating tg-naure sladliry during conellMlm A_ ated To o C, aa3 IMT C'a tOp Ma MXpn LMNo s be Ia"ho t"I,sell DES. BY: BE re the reapombit,of ase amour Additional pelmeMM bredrlg I A'o.g.aM alas tic.rees ma pyely made MadM mrgughoul Nnlr a In by Close ids,Ior TUUIlgra.mdeMeawhere when C)arWw aryn211(9C). DATE: 1/26/2015 No waredawnwa'elm 10alxmsib'llNy of Nnb laigg awgMr 3.zxlmpad Mi New a theralMMlgregusee a.Nlneanonn«, Iz C No lova enwb M epplka to any uonwdnrn Mbl atkr all dad,g ena 4.Installation dbuu b Nn roldpd'e belay of Ins reepedNe conbadar. y OREGON SEQ. : 6168938 fwleress ere minldat Ia 1 M fine yeaski any dem greakr than a. Dwipn wMa mnees ares m en in a nonYorMnne eomexer m. L 'L! 1 /� desgn)gent x dpi to dry ggmponem, and are for an burgeon of use �� qV 14, 2� TRANS ID: 416229 s.Con uTlus nes no BaM wMln Broad ower aaula reaporni iliry for Nn s. Desig"anowassay "": °' full ceg n m arxall vpona him all ateres.sOr wn �P klwKaam.MMlktl.mistreat anal retaliatioretaliationm goncorrmn. 7.settle wtuMa edaquek a 'age k ad. MFR R I L� IIpE1 S. bald usaw w kaasnad almost t to Nn Ander.sal IaN aY 8. Flaks shwa ce kcak0 m Egm faces of buss,and plateU Our them antler i 111111 VIII VIII VIII VIII VIII VIII IIII IIII FW USA in 6DSI Poleres glamdi tl ce agon reg e t iRoutine��Man Iotl Millet,USA,IOC./CpmpdTN$SDfWa2 7.13UI1LI-E 190 Dits we f base lines Nero ogmMor plate settle halon see ESR-1311,ESR-1 NO(MiTeq EXPIRES: 12,131/2015 w VIII 111111111 II II I''1 This design prepared from computer input by 11'T PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 4'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/G0F/Cg=1.00 TC: 2x4 DF #I&BTR LOAD DONATION INCREASE = 1.15 1-2=( 0) 76 2-4=(0) 0 BC: 22x4 DF aI&BTR SPACED 24.0" O.C. 2-3=(-68) 25 TO LATERAL SUPPORT <= 12-CC. DON. LOADING BC LATERAL SUPPORT <= 12"OC. UON. LL( 25.0I�DL( 7.0) ON TOP CHORD = 32.0 PSF BEARING MAX VERT MAX NORD ERG REQUIRED PRO AREA DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN, iSPECIESI OVERHANGS: 18.0" 0.0" TOTAL LOAD = 42.0 PSF 01- 0.0" -78/ 401V -10/ 68H 5.50" 0.64 DF 1 6251 2'- 11.0" -43/ 77V 0/ ON 1.50" 0.12 OF ( 6251 LL = 25 PSF Ground Snow (Pg) 4'- 0.0" 0/ 38V 0/ ON 5.50" 0.06 OF 1 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL ICOND. 2: Design Checked for net(-5 psf) uplift at 24 "on spacings REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX LL DEFL = 0.013" @ -1'- 6.0" A11Owed = 0.150" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = -0.015" @ -1'- 6.0" Allowed - 0.200" 2-11-12MAX LL DEFL = 0.000" @ 0'- 0.0" Allowed = 0.028" MAX TL CREEP DEFL = 0.000" @ 0'- 0.0" Allowed = 0.037" MAX TC PANEL LL DEFL = 0.009" @ 1'- 10.7" Allowed = 0.177: MAX TO PANEL TO DEFL = -0.008" @ 1'- 8.3" Allowed = 0.266- 12 6.001 MAX HORIZ. LL DEFL = -0.000" @ 21- ll.D" MAX HORIZ. TL DEFL = -0.000" @ 2'- 11.0" Design conforms to main windforce-resisting system and components and Cladding criteria. 3 Wind 140 mph, h 15ft TCDL 4 2,BCDL 6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.R, MWFRSIDir1, i load duration factor 1 6, Truss designed for wind loads 1n 'he plane of the [cuss only i o � I m / o .v b O O / I ti � I 0 2 4 M-3x4 1-06 9-00 PROVIDE FULL BEARING;Jts:2,3,4 S��0.0 PROFe, JOB NAME : 17051 JT SMITH PL 2456-A - EJ1 j2i5 Scale: 0.6579 �� 9sio WARNINGS: OENEMLNOTES,unkssomemaemted: 9.2 PE 1.Bulldel aM emmon commom r slwuld Ida aMlseO of all Ganeml Hansa 1.TDIs design Is Dosed o*upon IM pvamelem aDown aM b kr an IMINdual Truss: EJ1 am Wamlnga Delve anttacuon cwnmenas. rowing wmponem.Applicability ofaeaign pammm«sam pmwr 2.2x4 wmpmatimn web Dred,mal De installed where mown• mcorpona on of wmporent Is me mepwelDllily of Ion Duiwkg aedgner. 1 3.Actom onal temporary Howdy d Iaum sdDlldy during wnatwdlon 2. L`iI a..me top am OMm dI IpONa le De lads DJ dewed al DES. BY: EE k He res,aftHoaly of IM emdm.AGdigonal pemaanl Emma,o1 2'o O.am m d ID o c spedisely umi Dmutl IlwaugmM tleD lerrggM DY continuous'N."wid,as gywoOd ereaming(TC)amlordryvaalBC). DATE: 1/26/2015 deo .It atmaao a to rayoamllly Of the WHO,des'. 3. 2x Rmed Bridging w ddml Him ng'poked w4em enoen+. 4. No dad sHww pp me aaed to any conlpo^ern"I alter a a tiadng am 4. Imdnawo chew k de mapsawbRWy Of BIDan"Oha comadix. y OREGON b SEQ. : 6168939 daterem am cwnpkle am at m al readr maipl Dnp shoarty sed, 5 Di messes are to W used in a nonranawn lne endrnent, L L! �� TRANS Z D: 416229 design dada a applied to any mmpenam. and am dr-e'�condition"of �� 5.CmrpnTma tHasno caCdorerrwaasumaid mspmnams for ma b.Dasipn a.lues Deamg an as Nepdd shown.SNm a wedge if dDaaDon.M.m .slvpnera am:ndaalkn d Desoto ,„,ndrainage 'yF 6.TMsaeagnkflarateaawD,edddealndatomwetmom;' a. p°�eDaaDaiotaactetionin ..am.itnOAlamosomeDoemar RRI 111111 VIII VIII VIII IIII VIII VIII ISI IIII TPVni in BCSI.too.of wWcIP MI re WithalwM upon mguest. ares weak rwm loi t awaer Knee. II 9. Dig%Mickaidedplatem Hodes. O MiTek USA,Inc./CompuTrus Software 7.6.8(7y-E 9 FOr DadC Wmedm pltledplgn valWs3tt E$R-1311,ESN-19891MiTNt) EXPIRES: 12;31/2015 VIIIIIIiii�f This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 4'- 0.0" IBC 2D12 MAX MEMBER FORCES 4WR/GDF/Cg=1.DD TO 2x4 OF Y1&BTR LOAD DURATION INCREASE = 1.15 1-2=( 0) 16 2-4=10) 0 BC: ^_x4 DF ,1&BTR SPACED 24.0" O.C. 2-3=1-I6) 32 TO LATERAL SUPPORT <= 12"OC. VON, LOADING BC LATERAL SUPPORT <= 12"OC. SON. LLI 25.0)eDL( 7.0) ON TOP CHORD = 32.0 PSE BEARING MAX VERT MAX HORS ERG REQUIRED BRG AREA DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 18.0" 1.0" TOTAL LOAD = 42.D PSF 0'- D.0" -TI/ 418V -14/ 82H 5.50" O.E] DF ( 625) 3'- 9.2" 0/ 47V D/ ON 5.50" 0.08 DF ( 625) " For hanger specs. - See approved plans LL = 25 PSF Ground Snow (Pq) 9'- 0.0" -43/ 102V D/ ON 1.50" 0.16 DF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL ICOND. 2: Design checked for net(-5 sf) uplift at 24 "Dc s ac in . REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DE FLECTION LIMITS: 11=L/240, TL-L/180 BOTTOM CHORD CHECKED FOR 1OPSF 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 = -0.015" @ -1'- 6.0" Allowed - 0.200" MAX TO PANEL LL DEFL = 0.021" @ - 5.4" Allowed = 0.254" MAX TO PANEL TL DEFL = 0.020" @ 2'- 5.4" Allowed = 0.380" MAX BORIS. LL DEFL = -0.000" @ 31- 11.2" 3 MAX BORIS. TL DEFL -0.000" @ 3' 11.2" Design conforms to main windf.rr, resisting 12 system and components and cladding criteria / 6.001Wind: 140 mph, h=15ft, TCDL 1.2,BCDL 6.0, ASCE 7-10,/... (All Heights), Enclosed, Ca[ 2, Exp B, MWFRS(Dir), load duration factor-1.6, Truss designed for wind loads in the plane of the truss only. til I 011 ry 0 I � 0 2 -- 4 M-3x4 �-- 1-06 4-00 PROVIDE FULL BEARING;J[s:2,4,3 JOB NAME : 17051 JT SMITH PL 2456-A - EJ2 Saals: 0.7002 �5�� 26�� esso 2 WARNINGS: GENEML NOTES,mbar otherwss mora. 92 PE 9r, 1. Humor am«eclloa rontoodar slawid OaON e aed of all General Naes 1.This Eeslgn Is sal"uHas e primmefm eshown and a for an IMwim., Truss: EJ2 and mons"afore comtructn mmm imenorm Militia,coponem.AWliudli of design parameters am proper 2.taec«npressin MW detlrg most m Installetl Mere aboral+. nmryoretion of component Is Me reapomldlHy,of the duiidirg designs, 3.additional temporary Solving to Insure sladlily dune,ar nstrodoo 2.Design mammas Be tap and Bm«n chards to to laterally daoed at DES. BY: EE ie me ruponeidliry of the erect«.Adarpnel permanam Br.arg of 2'o.o.smatfo'.r mpa .B uniou BreadthrougmOu it WnXgthby I cs"Barous anomie,Morn u ptycmd eheetlarg(ic)array«eryrMll(BC). DATE: 1/26/2015 Me overas ctrudam N the respmMBils,of me hwdlog delgeer. 3.z:imparBrid,iy«lateral Bhang masmal where shown., 1 4.No load mould W applied to any'wnaorrMrt runic after all maaing am 4. Immolation or Bur is first normal of the respective contras«. y OREGON ((/ SEQ. : 6168940 futeners are c«ngMe am M W fire small aro loads greater Iran s Design aaearma surras ere to Be need in a nor)-c«res at aeagn masa m apdaa to fry mnp«erd. am are For'my o+mition"of �O qY 74 2� TRANS ID: 416229 BCompuiw m m Me no ower aassue. responsibilitynoresponsibilityart he 6 Design asslem s full Warm,M all salt swn.Shim or wei if p. tediuBon.Ir.mlirrg.ahitmem em MMaaalanMmnwrnns T,Dug rMa adpquato dra:la,e' a� piarm aro""«mer MFAR11-�-� 6 TTIN targe v fumaMd subldct to Has wrommo¢set"w" 8. 'Hass "Nat"mlocated n os"fares pas IllllllVIIIVIIIVIIIAIIIuIIllllllelllll TFIATCAinSCSlwpinofMd)all furrv&cd Mount ares normal waN,ormarms haw, N II 9 MRs tarse 0 Plate M Ingram MiTek(ISA,Inc./CGmpuTrus Software].6.6(1 L)-E 1Q MRs kae wn'Ial late sial vYues see E$R-1311,ESR-1M(MiT") EXPIRES:12131/2015 VIII IIIIIII� This design prepared from computer input by "I PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 2'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TQ 2z4 DF g16BTR LOAD DURATION INCREASE = 1.15 1-2=i Oi 68 2-4=(D) 0 BC: 2x4 DF t160TR SPACED 24.0" O.C. 2-3=(-811 31 TO LATERAL SUPPORT <= 12-OC. UON. LOADING BC LATERAL SUPPORT <= 12-OC. PON. LL( 25.0)+DL( 7.01 ON TOP CHORD = 32.0 PSF BEARING MAX VERT MAX HORS BRG REQUIRED SRO AREA DL ON BOTTOM CHORD 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 12.0" 0.0" TOTAL LOAD = 42.0 PSF 0- 0.0" -77/ 316V -12/ 53H 5.50" 0.51 DF 625) 1'- 2.9" -50/ 20V 0/ ON 1.50" o.D3 OF 625) LL = 25 PER Ground Snow (Pq) 2'- 0.0" -29/ 26V 0/ ON 5.50" 0.04 IF 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL GOND. 2: Design checked for net(-5 sf) 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 1OPSF LIVE LOAD, TOP MAX LL DEFL = 0.003" @ -1'- OA" Allowed = 0.100" AND BOTTOM CHORD LIVE LOADS ACT NON-CCNCURRENTLY. MAX TL CREEP DEFL = -0.003" @ -1'- 0.0" Allowed = 0.133" MAX LL DEFL = 0.000" @ 0'- 0.0" Allowed = 0.012- MAX BC PANEL LL DEFL = -0.001" @ 1'- 0.1" Allowed = 0.054" ( � MAX BC PANEL TL DEFL -0.001" @ 1'- 0.1" Allowed = 0.072" MAX BC PANEL TO DEFL = -0.000" @ 1'- 4.0" Allowed = 0.072- 12 9.00 MAX BORIS, LL DEFL = -0.000" @ 1'- 2.9" MAX HORIZ. TL DEFL = -0.000" @ 1'- 2.9" Design conforms to main windforce-resisting system and components and cladding criteria. Wind: 140 mph, h=15f L, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MYFRS(Dir), load duration factor=1,6, / Truss designed for wind loads / in the plane of the truss only. joo I m-3x4 00 2-00 PROVIDE FULL BEARING;Jta:2 3 4 JOB NAME : 17051 JT SMITH PL 2456-A - ESJ1 �'�PEDPIROFfSs/ Scale U 6818 INC--9 ° WARNINGS: GENERALNGTEI,Unma seomwbenoted. 92 PE 9� I. Balder and ermcommandsaon commands should be adwsm W all General Nass t.This dal is treedParameters any me paramrs shoran and is for en andonauel Truss: E S J1 and Waml,s bsmre coosvuaion oominensah Mala,component.AlwuwMliy of design paramenia and proper 2.ha mompresslon meb bras,must De Imtalle l Ye ere shown". a¢mporabon of component Is me responsibility of Me Euildi,deall 3.Mcilional Famous,brad,to maure etaNlity dud,comtnaamn 2_Del assumes the top and DUMan chord.to be laldrally MareE at DES. BY: BE is me reemneiMliy of aN a«.Pdtlili«rlpamanem Mad,of 2'o c as at fa oc.reapeclmmee Ivrea mmughout Bair lenggm by corainm strm,eud,as pywooa shsada,(TC)arlaa drywall(eCl- Q- DATE: 1/26/2015 me.11 informal,mle the epatahiMy of me built,mer Sher 3.b,Immd Marti,m leaned ,ed Hadrequired Mower own.. w. No loan Vaasa W.,I.to"rompo 1a11«nll after all Mad, ,a w. Instillation Imass a me respaaiblliy ohne reenedDe roamed«. y OREGON ((, SEQ. : 6168941 harteneam nergNasr ta and 1noshaNre +dmr,mid, emrthas Dereagn a.,trunesa.tomused!ina a co m e wmmem. L Ll 1y TRANS I D: 416229 assign meas bs.cocoa m em all a,an. am 9rearo taarvq n an appom shown.Shim aweilge rf 5. CanmT,w has m mNtl over vm uaurea da responsibility Ia IM 5"�Iswy Call III�11 ural 5.mal deeper o Thm ersubjectthea Inaaddranelwar�iarm M e. 3.ee mai.Dadespari Earth rRoos,"x=owrea.o are dem, MFRR11-x- 0 VIII VIII VIII VIII(,III VIII VIII(III(III TPINYICA mBC51.mPln of v.Tid,will Be Nn'aVcaumnrequest DigssWwarn ue NintaMDote Part. . 9. Dign"' rafloafte a¢n of Rude M mare. MtTek USA,Ino./CorpuTrus Solfware 76.6(1 L)-E 10.For naaio mnnod«pate Mein valves was ESR-t 311,ESR-IM(Mines) EXPIRES.120/2(]15 +VIII II I II II� This design prepared from computer input by PACIFIC LUMBER-BC LUMBERSPECIFICATIONS TRUSS SPAN 81- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 2X4 OF 41&BTR LOAD DURATION INCREASE = 1.15 1-2=(0) 68 2-4-(0) 0 BC: 2x4 IF M1&BTR SPACED 24.0" O.C. 2-3=(0) 123 TC LATERAL SUPPORT <= 12"OC. UON. LOADING BC LATERAL SUPPORT c= 12"OC. DON. LL( 25.0)eDLI 1.01 ON TOP CHORD = 32.0 PSR BEARING MAX VERT MAX HOAX PRO REQUIRED BRG AREA DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES OVERHANGS: 12.0" 0.0" TOTAL LOAD = 42.0 POP 0- 0.0" -126/ 259V -13/ SIH 5.50" 0.41 DF ( 620 1'- 2.9" -90/ 208V 0/ 0H 1.50" 0.33 OF ( 625) LL = 25 ESE Ground Snow (Pg) B'- 0.0" 0/ 63V 0/ OH 5.50" 0.10 OF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL ICOND. 2: Design checked Loi net(-5psf) uplift at 24 "Oc spacing. REQUIREMENTS OF INC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: 11=L/240, TL-L/180 BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP MAX LL DEFL = -0.00 " @ -1'- 0.0" Allowed = 0.100" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = -0.003" @ -1'- 0.0" Allowed = C.133- MAX .U3"MAX TO PANEL LL DEFL = 0.001" @ 0'- 9.4" Allowed = 0.066" MAX TO PANEL TL DEFL = -0.003" @ 0'- S.8" Allowed = 0.099" MAX BC PANEL LL DEFL = 0.010" @ 3'- 6.6" Allowed = 0.354" MAX BC PANEL TL DEFL = -0.096" @ 4'- 8.2" Allowed = 0.472- 1-03-10 MAX GOETZ. LL DEFL -0.000" Is 1'- 2.9" MAX HORIZ. TO DEEL = 0.000" @ 1'- 2.9" 12 Design conforms to main windforce-resisting 9.00 system and components and cladding criteria. Wind: 140 mph, h=19Jft, TCDL=4.2,BCD1=6.0, ASCE 1-10, (All Heights), Enclosed, Cat_2, Exp.B, MWFRS(Dir), load duration factor=1.6, Truss designed for wind loads in the plane of the rr uss only. 4 M-3x4 I L L 1-00 IPROVIDE FULL BEARING;Cts:2,3 4 8-00 JOB NAME : 17051 JT SMITH PL 2456-A - J1 O��P'cD NROFFSS/ Scale: 0.6261 WMNIN33: OEMEML NOTES,unless otle«Ase woad 9 1. Builder am areal wmreaor shwdd W am iaae of all demand Nai 1.This design a based only upon me parloweers shown and as He anolvwuel 92 PE f- Truss: J 1 and Waring,Wt.comouakn commences. bulldog comparenl.AMIumbMdy,of design parameters am proper 2.3s4 cempreeaian two braurg moat be Installed Mrere am"+. nwMoration of clmpweM,a tin reeponal�Nly of the buildog do,ner. 3.Additionaltemperer,trading to inaure Mai dump constnamn P ice Has to, and Issbrab 1.Cerate outthed et DES. BY: BE by Is Meeiponeddiy of he owl AmN 1pemnrem bnarg r E . u at pew w Creta mrwpleN their len99l1C) wrInta ml,ror,lowen eandapyamequeetlwg(TC) rid«drywall(BC1. DATE: 1/26/2015 m h11 udbeaMliedtinarmare I.tire reaponaiommfty Mpe ant! flat 3.almpaa Mogan,ones( IarenlbnG greatBar wtere hewn. W.fa Iowa a.gim eete nmarry wmlaonem until eaer all wadre n a. ids of was is s. .toW lW,of Vie res�pearre wmad«. y OREGON SEQ. : 6168993 r.tare re wmgerc em at m time en«ld any tem greere,Iron s. Dei w..e..rc t de u.ed .no anwrmnna. G 'Zl 1a deMg loads be appiad to any wme«em. am are fordo wmuon or was. �� qY 7 4 2� TRANS I D: 416229 5. CampuTw ma re coma offer am assumes re reaporeibdN for the 6.design wsaures me feeling at.11 srppons sbo a,.Noun a Barge a M pP retr'ratlm.Mmlirg.alipnem am inatanadM of MpOrerrl.. T.tJeagn asallMa twat,are Nage iso poade��e��m fir CeM¢I �r4 6.This design a entered uEleet to Cie grammars all fold by B. Pietas ahaA de laatea m bold feces r ows (IIII VIII VIII VIII VIII VIII VIII IIII IIII 'mAnrCA in BCS(roper of Milch wil be mmNM upon request a mbixts win Joint better ono. 9. Ogita Ini.of pate I Ices. MiTBk USA,Inc/CpmpUTnra SOfty/af¢]6.6(1 L)-E 10.For base moral pate dogn vale,.ESR-1311,1-1M(MiTek) EXPIRES:12/31/2015 s(IIII 11l1111u This design prepared from computes input by 1�If PACIFIC LUMBER-BC LUMBERSPECIFICATIONS TRUSS SPAN B'- O.D" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TC: '_x4 DF a15BTR LOAD DURATION INCREASE = 1-15 1-2=( 0) 68 2-4=(0) 0 NO 2v.4 OF M1dBTR SPACED 24.0" O.C. 2-3=(-47) 70 TC LATERAL SUPPCRT <_ 12"OC. UOII. LOADING BC LATERAL SUPPORT <= 12"OC. UON. LL( 25.01+DL( 7.D) ON TOP CHORD = 32.0 PSF BEARING MAX VERT MAX HORS ERG REQUIRED ERG AREA DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 12.0" 0.0" TOTAL LOAD = 42.0 PSF 01- 0.0" -41/ 311V -25/ 87H 5.50" 0.50 IF 1 625) 2'- 6.9" -166/ 152V D/ OR 1.50" 0.24 IF ( 6251 LL = 25 PER Ground Snow (Pg) 8'- 0.0" 0/ 66V D/ OR 5.50" 0.11 DF ( 6251 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL GOND, 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 I BOTTOM CHORD CHECKED FOR LIEBF LIVE LOAD. TOP MAX LL DEFL = -0.002" @ -1'- 0.0" Allowed = 0.100" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = -0.003" @ -1'- 0.0" Allowed = 0.133- MAX TO PANEL LL DEFL = -0.005" @ 11- 6.2" Allowed = 0.178" MAX TO PANEL TL DEFL = -0.017" @ - 5.1" Allowed = 0.267" MAX BC PANEL LL DEFL = 0.012" @ 31- 6.6" Allowed = 0.354" MAX BC PANEL TL DEFL = -0.114" @ 4'- 4.8" Allowed = 0.472" I. MAX HORIZ. LL DEFL = -0.000" @ 2'- 6.9" 2-07-10 MAX HOR12. TL DEFL = 0.000" @ 21- 6.9" - Design conforms to main windforce-resisting 12 system and components and Cladding criteria. 9.00 Wind: 140 mph, h=20.2ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, CaL2, EXp.B, MWFRS(Dir), load duration factor=1.6, / 3Truss designed for wind loads in the plane of the truss only. �Z' co rU I 7 I _ 9 M-3x4 I 1-00 PROVIDE FULL BEARING;JLs:2 3 4 B-00 JOB NAME : 17051 JT SMITH PL 2456-A - J2 ��PE'�1D(21Nr.1/FESS/ Scale: 0.5511 �\� �Il�4 1 Oy WARNINGS'omara OEREMLign ES,Is bried oily tlMwae nofeJ'. 9 1. and and arecllor ccommisor on co be age, d all General Notes 1.lana design la EewE Wy ullorl Me p design era ahown eM is for an IMNWuaI 92 PE Truss: J2 and Vdami„a before babar,mu wmmanoro. bulled,composed,lamentAppirdis the responsibility platy of lma am proper Y.ad cornpre on,go web brae,,must be Imlallad vWere 9hpwn+. Of".heorm..of comporeM l9 yt re(mord.lllry of Ne all bar,Uesgrer. 3.additional ria,lampare,o bredy,toerect assure sladl8y dud.,conafruclbn 2,Design mat 1 a Hasac Ire ed Dmoun cMMa fo be bkrally braced el DES. BY: EE is the mppnsidlily,of the areae./bdilional Vam'anent Imam,of 2'o.c.am at fa p.c.raapecdwry unless Dread Mragleut tteir b 0 by coomar W smart ,was,88 OlywnoJ NeaXvlg(TC)enNV dlywal11 1 DATE: 1/26/2015 Me.11 Mixture b the nogonskadd,of Ue build,,darer. J.h Impact aePOg or lateral bacon,required wmne shown++ w. No loan dmlN be applied to am eomPoneM.81 alter all brieit, ral 4. Imtallation of Muss is Fe rtapomlellVy of the rambetliwe contractor 'y OREGON SEQ. : 6168944 Ia9terem Me marbarb eM at an bre Mould arty bels postal IMn 5 Ceygn assumed Mm9e9 aR 10 ba laseb a lwrvmnoaWe emnmmart L / s design lads WeWW to mly commonest. m are for•dry rarebon'of use. TRANS I D: 416229 5.CompuTw has no coma mer and ma.no ea;mna Nlby for Im 6.oe9,n asstmas M New,at ea supaom ammo Shim orwedga U Q' learambon.handl.,.slearr am and arsbllabon of cwnporenla. 7. DMI d 'nage'(.ro=mI abase se Fair renal 6.Tana dmign la hared ed bul,,we 10 me Finatime sn roan by 8.Pblea ma be loabd on LOM terse o tru 1111111 VIII VIII VIII VIII VIII VIII IIII IIII TPIMTG in BCS(.apM3 Of wMT vAII Na Am9lad upon requnl. Lre3 Mr]m wfasloom aMlnvisma m . 9. U, impale cur,04 pbf I peen. MiTek USA,Inc.ICornpuTms Software 7.6.6(1 L)-E tc For bade roomed,pare design wires see ESR-131 t,ESR-19M(Abuse) EXPIRES: 12/31!2015 1 sVIII II I II ll1' This design prepared from computer input OR PACIFIC LUMBER-BC LUMBER SPECIF=CATIONS 8-00-00 MONO HIP-D SETBACK 6-00-OD FROM END WALL IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq-1.00 TC: 2x4 OF 41SBTR LOAD DURATION INCREASE = 1.15 (Non-Rept 1-2=( 0) 68 2-5=(-1631 498 5-3=(-1531 °OS BC: '_x4 DF 416BTR 2-3=1-3131 133 5-6=( -46) 31 5-4=(-159) 531 WEBS: 9x4 DF STAND LOADING 3-4=(-500) 165 4-6=(-613) 291 LL = 25 PSP Ground Snow (Pg) TC LATERAL SUPPORT 24"OC. DON, TO UNIT LL( 50.0F+DL( 14.0)= 64.0 PLD 0'- 0.0" TO 4'- 0.0" V BC LATERAL SUPPORT 1= 12"OC, ION. TO UNIT LL( 100.0)fDI( 28.0)= 128.0 PLD 4'- 0.0" TO 81- D.0" V BEARING MAX VERT MAX HORZ ERG REQUIRED NEC AREA BC UNIF LL( 0.0)sDL( 40.0)- 40.0 PLT 0'- 0.D" TO 8'- 0.0" V LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) _ _ _ _ _ _____________ _ 01- 0.0" -166/ 745V -56/ 115H 5.50" 1.19 IF 1 625) NOTE: 2x4 BRACING AT 24-OC UON. FOR TO CONC LL( 166.7)wDLI 46.71= 213.3 LBS @ 4'- 0.0" 8'- 0.0" -248/ 686V 0/ ON 5.50" 1.10 IF ( 625) ALL FLAT TOP CHORD AREAS NOT SHEATHED _ LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND. 2: Design checked for net(-5 sf) uplift at 29 "oc s acin . REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. OVERHANGS: 12.0" 0.0" VERTICAL DEFLECTION LIMITS: LL=0/240, TL=L/180 BOTTOM CHORD CHECKED FOR DOPSF LIVE LOAD. TON MAX LL DEC, = -0.002' @ -1'- Allowed = 0.100" AND BOTTOM CHORD LIVE LOADS ACTT NON-CONCURRENTLY. MAX TL CREEP DEFL = -0.003" @ -1'- DA'0.0" Allowed = 0.133" MAX LL DEFL = 0.018" @ 41- 0.3" Allowed = 0.354" 3-I1-10 4-00-06 MAX TL CREEP DEFL = -0.033" @ 4'- 0.7- Allowed = 0.432" 1 213.308 MAX HORIZ. LL GIRL = -0.001" @ 71- 10.3" 12 M-4X6 MAX HORIZ. TL DEFL = U.002" @ 71- 10.3" 9.001 M-3x4 Design conforms to main wintlfome-resisting / - - 4 system and components and cladding criteria. i Wind: 190 mph, h=s), En osedTCDL, at.2,1=6.0, ABLE 7-10, -- (All Haighton, Enclosed, Ca t_2, Exp.B, MWFR9(Di c), Load duration factorin 6, � Truss designed for wind loads 1z' in the plane Of the truss only. 1 73x4 M-3x6 M-1.5x3 i L L 3-09-12 4-02-04 1-00 8-00 0 PR JOB NAME : 17051 JT SMITH PL 2456-A J3 - Beale, 0.5386 11NrFFssi WARNINGS: GENERALNOTES,unkas otlerMee Wred. Q 92 PE 1. Insider and Brom ou cmlreclor smould be Meed M all General Npby f.Twit design Is tweed may upon me Pamossers Mwm am M ror en Imlyldual Truss: J3 fed Wamtga before..suction c«nmencey. Wit,comxrefrw A,01.1,111ty 0 dal preys" aria proper x,2x4 compression v ab brads must to installed where ahovn+, arorpprW Wsth atiof meont is e reliprmltllly of me bulklrg ceyiyner 3.Additonal temporary bmWg tonsure stability dung cesWtlion 2. Dasgn ads.Hai lop and bollom Moble to be lekralfy bused of DES. BY: EE iy Ue RypMeIGIHy al tle eretlor.P4tliti0nal Iermaronl bre0y pf z'o.o.am a 19 o c.respxMvely anteu meted mroWhoM roar!last1h by mmmNoaa wnewwo,wed as ptywca ale.MnglTc)am/«anyamON DATE: 1/26/2015 IM overall structure Is the responsibility Of me building dMIBMr, 3.2a mp%tbralgirg or W anal braGrg,eaWTd Male wh qNl i 1 4. No Iowa should m alAaed dry « to @mpohwMNl after all mro ahog a4. Iwtallataro rermbi ou of must we apomto y of eie' ' ive conlea«. y OREGON SEQ. 1 6168945 footmen are compete am at no time shwa any loam greater man 5. Deagn acmnea tno.a are to ce wee ire a m«r-erreeive ernaroeerw, dis loeda Be applied to am component m.Pit,'it,o«dimn of use /0 pry Y 4, ZO } TRANS I D: 416229 s.C«Wn T.M.no oomrd oy«am waa«nm W resposittiiry f«ma S. Octal asuanes full berwg at all suPpoda stnown Shim of v,edge if Q famiudon,taMMg.shipment aid installat«h of mrq«enb. 7.paygn bwnanCa manuata OMege k povgcd B. lido desgn is MyeMa aubte t 1.to Yrmlaa«n set tired by B. Plates amA be bided on tdh h¢e of Waa.aid Placed so tnelr enter 111111 VIII ILII VIII nIII 11111111111111 III VIII(III(III TPIhYICA[h BCSL tnpin al xTiM yMI[e MmNhM Worn lW heal. NMy ashosto MN lora eMr lacy. II 9. Ore. Irtlwete vor si pial to M. MiTek USA,Inc./CogmuTrus SoRware7.6.6TL)-E 10.For bolt Wnregr pate dentin Wca.att ESR-1311.ESR-19BB(MITe4) EXPIRES:12/31/2015 rIl'II II I II I1'J, This design prepared from computer input by 1tl,T PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 8'- 0.0" IBC 2012 MAX MEMBER FORCES 4NR/GDF/Cq=1.00 NCR TO 2x4 OF 4160TR LOAD DURATION IEASE = 1.15 1-2=( )) 68 2-4=(0) 0 BC: 2x4 OF N1gBTR SPACED 24.0" O.C. 2-3-(-108) 97 TC LATERAL SUPPORT <= 12-OC. UON. LOADING BC LATERAL SUPPORT <= 12"OC. DON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PIF BEARING MAX VERT MAX MORZ BEG REQUIRED BEG AREA DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 12.D" O.O" TOTAL LOAD = 42.0 PSF 0'- 0.0" -24/ 401V -99/ 149H 5.50" 0.64 DF 625) 5'- 2.9" -160/ 180V 0/ OH 1.50" 0.29 IF 625) LL = 25 PSF Ground Snow (Pg) B'- 0.0" 0/ 78V 0/ 0H 5.50" 0.13 DF 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL ICOND. 2: Design checked for net(-5 psf) uplift at 24 "cc spacing. REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP MAX LL DEFL = -0.002" @ -1'- 0.0" Allowed = 0.100" AND BOTTOM CHORD LIVE LOADS .ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = -0.003" @ -1'- 0.0" Allowed = 0.133" MAX LL DEFL 0.000" @ 0'- 0.0" Allowed = 0.112- MAX TL CREEP DEFL = OADO" @ 0'- 0.0" Allowed = 0.149" 5-03-10 MAX TC PANEL LL DEFL = 0.109" @ 2'- 10.1" Allowed = 0.401" MAX BC PANEL TL DEFL = -0.173" @ 4'- 1.4" Allowed = 0.472" ///3 MAX HORIZ. LL DEFL = 0.001" @ 5'- 2.9" 12 / MAX HORIZ. TL DEFL = 0.001" @ 5'- 2.9" 9.00Design conforms to main windforee-resisting system and components and cladding criteria. Wind: mph, h=21.2 ft, TCD6=4 LASCE D, (All s), Enclosed, Cat.2, Exp.B, MNFRS(Di [), loud ouration factorind l Truss designed for wind loads m the plane OE the [tons only. l� / IM-3E4 k 1-00 PROVIDE FULL BEARING,its 3 4 8-00 QED PROFF JOB NAME : 17051 JT SMITH PL 2456-A - J4 �\5�`���-��'S9so Scale: 0.5136 WARNINGS: OENERALNOTEB,unIOsodeniseWtm: Q pL PE yr 1.Builder and common conswomr slwuld le s?Nee M all Gereal Notes I.This design Is bm ed oMy upon IM peremalen aM1own anob fo en I,NMeual Truss: J4 am Wamin,s Before criawcgon comrtrenms. bull,canodwer Appl"Wifty of did n Pare am pnpr 2.2x1 cumpreaslon web mad,most be inslellm wenre amwn• Incorymrallon m mmporent la the nsponsitiliry of me bulMln,Basigntt 3.Ailddonel temporary bratln,10 insure stablM1yd 'ng conelruNon 2. Design assumes Ne top am tortrn Words to De IeM1nNy bmcM et DES. BY: BE erectorA M reponbudry of tla Additional bretln,of 2'DH,am al l0 o c respectively unlant Boom rsllMOWhou Nanbr,mby ranlnuo he Bir,suchas P"od BnaeNin,lTC)emir eryvall(BC). DATE: 1/26/2015 Ne^vrall sbuGure is me rmp0raidly of the bu Mir,designer 3.2x impart bragn,or btaral boon,ngulnd whims Shown++ zr SEQ. : 6168946 % ro ded...remmplef�eMeMstno�shwe«nMdross endebt Met 0 ter�Nanch s.Desiignn n.a:°meadof s s.too Beue.011e^mr�-m Werernlatoe eo^ra;raM, 9G/ �OREGOo{a �tU TRANS ID: 916229 design loads be applied to sort rdmwnrt am to or an coroiddn"sl use' O k 14, 2 �" 5.coofuTuHas noconAdovetstlaesumesIroreapwnibNyfor me fi. emnmNXEeamgatalsuoso^ssfwm.SMmrwedge a M 0P M1brlradrr.Nook,,ship N m and msbledon mmrWwams. 7. FtMn rexam n 6TMidesinoha9snmiNdtotheiniatiwrtMMmby eMace aopW. placed to ow t rneMr IIIIII VIII VIII VIIIIIIIVIII VIIIIII IIII TPWwICA in BCSI.immas of WSW rMl He funsawd Won nmadt. Mon wkade war lobi roger Nes. 9. MiT¢k USA.IOC./COIpBTN6Software 76.6(7 L)-E 10ForaGNew nsuer plon4 dewi gMnMv4as. s arESR-1311ESR-1980(MITeX) EXPIRES: 12r/31/2015 r VIIIIII IIIIIf This design prepared from computer input py N PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 81- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 2x4 KF N1bBTR LOAD DONATION INCREASE = 1.15 1-2=( 0) 68 2-4=(0) 0 BC: 2x4 DF OI&BYR SPACED 24.0" O.C. 2-3=(-139) 116 TO LATERAL SUPPORT <= 12-OC. ION. LOADING BC LATERAL SUPPORT <= 12"OC. ION, LLi 25.OI,rDL1 7.0) ON TOP CHORD = 32.0 PSE BEARING MAX VERT MAX HONG HUNG REQUIRED END AREA DL ON BOTTOM CHORD = 10.0 PSP LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 12.0" 0.0" TOTAL LOAD = 42.0 PSF 0'- 0.0" -28/ 442V -61/ 181H 5.50" 0.71 IF 1 625) 61- 6.9" -146/ 201V 0/ ON 1.50" 0.32 OF ( 625) LL = 25 PER Ground Snow (Pg) B'- 0.0" 0/ 89V 0/ ON 5.50" 0.14 OF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND. 2: Design checked f-,7net(-5 sf) a lift at 24 "DC sCin . a REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 BCTTOM CHORD CHECKED FOR IOPSF LIVE LOAD, TOP MAX LL DEFL = -0.001" @ -1'- 0.0" Allowed = 0.100" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = -0.003" @ -1'- 0.0" Allowed - 0.133" MAX LL DEFL = 0.000" @ 0- 0.0" Allowed = 0.045" 6-07-10 MAX TL CREEP DEFL 0.000" @ 0'- 0.0" Allowed = 0.060" MAX TO PANEL LL DEFL = 0.208" @ 3'- 6.1" Allowed = 0.512- 3 MAX TC PANEL TL DEFL = -0.226" @ 3'- 6.3" Alloyed = 0.768" MAX HORIZ. LL DEFL = -D.DO1" @ 6'- 6.9" MAX NOR I Z. TL PERU = -0.D01" @ 6'- 6.9" 12 9.00 Design conforms to main w indlor,t,uslating i system and componentsand cladding criteria. Wind: 140 mph, h=21.7ft, TCDL=4.2,BCDL=6.D, ASCE 7-10, / loll Heighten, Enclosed, Ca t.2, Exp.B, MNFRSIOiq, Load duration factor-1.6, Truss designed tl for veru toads only.I � in the plane of the [cuss only. i f / M-3x9 r- ✓ L � 1-06 IPROVIDE FULL BEARING;Jts:2,3,9 B-00 JOB NAME : 17051 JT SMITH PL 2456-A - J5 E0 J5 Scale: 0.4707 y WARNINGS GEMERALNITES,edeas«berMm roiad: QP9� 1.Builder arm arectlmmbMwla cw sild atlWSM of ell General Notes 1.This design Is betl only upas IM M«sn b MIW parameters and br an IJual E 9 J 2 Truss: J5 am Owing.Gef«a conanuclgn..... bMbkg c«np«eM.AppGoebNty or design parameters,east proper 2.2oe compression web Men,most be inslallea.aere oMwn�. incorporation of commensal N the responsibility of he builCbg dpi nen 3.PddOlonel temporary bedrq N Insure stabllly d her csho n+ 2.Design assumes Oe top and bohom words to be laterell,braces a1 DES. BY: BE u Ore reapemaeary of Be mass.Addiganal pemurem bad,of 2'o.c.aM at10'oc then..haspeetvPlly unbmbread throughout driras to by mnlessact e,or sumasp.Nmaenead whac)ens«myvaenl�C7. DATE: 1/26/2015 the baersbabudureislne toam conityof Oebul Wats aasnnsr. 3. 2xlmpao Cridgirg«thersibedrg ropuyns wMe9rovm*a a. No bad shouldtom,me,an toamso donwnbnf any ager allbaring arN w. Installation thas aNe mtonei useali la respemyed«mad. ' y OREGON a Ay SEQ. : 6168947 de,4ars«e canpMeaMat co Nnaasnal IOWs9raeter Mn s. aDmWrm am 'dr, summit am use wed m.nar.mr.osive ermr«arerx. L 'rf /, swan loses b,no coati any a nmWs'ant ess,M•dncondwwrin,f use x0 'I)- TRANS qY 14, y0 -- TRANS TD: 416229 s.C«rprTrwtesnommdoa«aM aseurea nsrespansibNy lw the s.saay^assures Nn Oeahp Nall NrODoss.[.cosi.shim«wedgesP- hdkadm.M1.rtllksg.Mustard anal kmtabwan ara«m«enb. 7. ffi=='%.= ,,,e„deau,te arm.ge i.prwged MFR R I L�- R.Th" des.b k"ne"es mush"to Ne smartie set bM by B. Pltlea aha)ba bated on=lams M Nee,eM plase l so Oeir av0« IIIIIIIVIIIVIIIVIIIIIIIVIIIVIII(111(111 PnvcabBcslmpe mwmwXlceunbed pa rsaea. O Matswricn team mnk°aw EXPIRES 12/3112015 MiTek USA,Inc./COmpuTft6 Sofwale T.6.6(1 L)-E 10.For bask connector pate aeons vial me SERA 311.ESR-19851MITM) 1 VIIIIIIIIIiit This design prepared from compute: input by 1ry11r PACIFIC LUMBER-BC LUMBER SPECIFICATION$ TRUSS $PAN 8'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq='..00 TC'. 2x4 IF g168TR LOAD DURATION INCREASE = 1.15 1-2=( 0) 68 2-4=(D) 0 BC: 2x4 OF M168TR SPACED 24.0" O.C. 2-3=(-169) 138 TO LATERAL SUPPORT <= 12"0C. DON, LOADING BC LATERAL SUPPORT <= 12"0C. DON, LL( 25.D).DL( 7.03 ON TOP CHORD = 32.0 PSE BEARING MAX VERT MAX HORD ERG REQUIRED BEG AREA OL ON BOTTOM CHORD = 10.0 PSE LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 12.0" 0.0" TOTAL LOAD = 42.0 PSI 0'- 0.0" -44/ 480V -74/ 212H 5.50" 0.77 DF 625) 7'- 9.2" 0/ 173V 0/ ON 5.50" 0.28 DF 625) LL = 25 PSP Ground Snow (Pg) 7'- 11.6" -130/ 225V 0/ ON 1.50" 0.36 DF 625) BOTTOM CHORD CHECKED FOR A 20 PSE LIMITED STORAGE ICOND. 2: Design checked for net l-5 psp uplift at 24 "pc spacin . LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 'VERTICAL DEFLECTION LIMITS: LL=L/24D, TL-L/180 MAX LL GEFL = -0.002" @ -1'- 0.0" Allowed = 0.100" 7-11-10MAX TO CREEP DELL = -0.003" @ -1- 0.0" Allowed = 0.133" MAX TC PANEL LL DEFL = 0.454" P 4'- 9.0" Allowed = 0.6_3" MAX TO PANEL TO DEFL = -0.466" @ 4'- 6.0" Allowed = 0.935" MAX HORIZ. LL DEFL = -0.002" @ 7- 10.9" MAX HORIZ. TL DEFL = -0.002" @ 7'- 10.9" Design conforms to main bei cdresisting 12 system and components and cladladdinging criteria. 9.00 Wind: 140 mph, h=22.2ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Hsigli Enclosed, Cat.2, E.p.B, MWFRS(Oir), load duration factor=1.6, Truss designed for wind loads in the plane of the truss only. i Z11 i M-3x4 - k 1-00 PROVIDE FULL BEARING;dts:2,4,3 8-00 PRO JOB NAME : 17051 JT SMITH PL 2456-A - J6 ���EDINF" Scale: 0.4353 5 2 ��9 WARNIMGB: GENERA ,-140 ueadotorvaeemid '9 1.Boulder am sommon combined;aneae of oula be aeeall GereNobelmm ral N1. design is beside any upon mwn e parvo amm moam s for an Inalmewal Q 92 PE r Truss: J 6 I'� and W.."eelore rommootien dommemsm . bDdaeNigkn Maeeumec mM 2.2.4 comprawe bredg must onelalled wheare amwpemg.Atopprepollcnmaeidshlmollylaisom dAe%aNnaloreEelre IN Macepeeae gt nerro11 did Nd DES. BY: BE 3Additional lemyorery loading to inure sodality during cominan.o 2 . u He mponRaid,of he sem Additional pnmerom had,of 2 am N 10 a c reapedlMy unbea Ereua 1MaugM1 M tlair le��gflm M mmnudu elxauig dun ee pla+lam aroelNrg(Tc) mror erywee(eC). �. DATE: 1/26/2015 He Elarall addictions delse.aUse 1.m, andmafinelon lafe designer 3. z Imaddin mss mlineempoo repdW smania .mortem SEQ. : 6168948 `f;al�n ooreNrabengneeMl at no name s Wal SII after sgrterer mem s oalae ane irvMwa a.to Ee nWinhis e no.iweem8d., 9L y�OREGON1t. �([ Eeayn loads W spouse to a,component. am are W'd,coni of nasi /� '9Y 14 g0 } T RAN S I D: 416229 6.con axibes lbs,no rano-d wens assunwas no mingo eibilly for ma 6.Oeagn asuanea bol beamp al en suppma anon,.shim on wedge asooP klwkaEon.n.mWg.arawtwan.na kasp.bon mdonoor,aam. T.Ixsgn�sss-expuNe do- ugwaea MFR RILE-0 6. Thus aeeq,n lopsided suEpd to me M1naaBon del Mm by 8. plats an.n be halo an EM kms of Yuss.am placed ad molt tmNr IIIIII VIII VIII VIII Alll VIII VIII I„I IIII TPIMTca m 13Cs1.mopes drxtiM oil ce futrrvNM upon mGust. Ireas Wido edam)wX ane an area. II p Pages Widows ah'. s ,tlaa MiTek USA.Inc./ConpuTws Software 7.6.6(1L)-E 1o.Forbemcw,w wpiMedeagnvaluesaee ESR-1311 ESR-1885(Mnea EXPIRES: 12/31/2015 i a VIII II I II IIII This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 9'- 3.6" IBC 2012 MAX MEMBER FORCES 4FR/GDF/Cq=1.00 TO. 2.4 OF M16BTR LOAD DURATION INCREASE = 1.15 1-2=( 0) 68 2-5=(0) 0 BC: 1.4 OF M16BTR SPACED 24.0" C.C. 2-3=(-231( 215 3-4=(-176) 113 TO LATERAL SUPPORT <= I-OC. DON. LOADING BC LATERAL SUPPORT <= 12"OC. DON. LL( 25.0)-DL( 7.0) ON TOP CHORD = 32.0 PSF DL ON BOTTOM CHORD = 10.0 PSF BEARING MAX VERT MAX LORD ERG REQUIRED BRI AREA OVERHANGS: 12.0" 0.0" TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. ISP ECIESI 0- 0.0" -29/ 440V -86/ 245H 5.50" 0.90 OF ( 6251 LL = 25 PSF Ground Snow (Pg( 7'- 9.2" 0/ 167V 0/ ON 5.50" 0.27 OF ( 6251 71- 11.2" -323/ 592V D/ ON 1.50" 0.76 OF ( 6251 BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 9'- 3.61 -221/ 108V D/ ON 1.50" 0.17 OF ( 6251 LIVE LOAD AT LOCATION(S) SPECIFIED BY INC 2012. THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. COND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing-.] VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 MAX LL DEFL = -0.003" @ -1'- 0.0" Allowed = 0.100" MAX TO CREEP DEFL = -0.003" @ -1'- 0.0" Allowed = 0.133" MAX TC PANEL LL DEFL = 0.254" @ 31- 7,1" Allowed = 0.626" 3/ MA% TC PANEL TL DEFL = -0.250" @ 3- 11.0" Allowed = 0.939" �(/ MAX HORIZ. LL DEFL = -0.003" @ 7'- 11.2" 12 MAX BORIS. TL DEFL = -0.003" @ 7'- 11.2 ✓ 9.00 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, (All Heightsl, Enclosed, Cat.2, Exp.B, MWFRS(Dirl, oo load duration factor=1.6, Truss designed for .,no loads in the plane of rhe truss only. ji co (� " VM-3x4 1-00 8-00 1-03-100 PROVIDE FULL BEARING;Jts:^_,5,3,4 JOB NAME : 17051 JT SMITH PL 2456-A - J7S0 OFFSsi Stsla: 0.4253 �� (L�I2 - T JL a7 WARNINOe: OENEMLNOTES,unkasotlwmAaenotee. 9 1 Hall aminanition w xaenaae mallGeneralNotes 1ThisdalIsnadoaynppnma ., the ndISAmanlignawal 92 PE r Truss: J7and Vdemi,g,Wt.construction man. a � alding coonent.Applicability of daegmm n peetem am peeper 2.2x4 composition web tinting must be Installed Mere shown+. Nmmorehon of component Ie Me responalUlllly of me building deal,. 3.PAddiorel lemporery bretlrg m Neura s1aalM dung consWctgn 2.Design sea mea me lop and butlom chol m he minally naafi at DES. BY: BE 4 M mponsialNy of da,maw.AAONaaI pertnerent bma�of 2'o.c.ant at to c.mamommly unless braced thmagMmmer b In by nm,p al,,m"ns sumasplyaodsheam�(TC)er,mn erywal�nb DATE: 1/26/2015 Me P/ 11 disclose is the on,Homlbilly of CE b flans,mewgner 3.a ImNCt lddging Or IMMI maGry mguiad wine sham♦♦ a. No load atwould be.,IW to any comporant mail after all mors ami Installation w f ta me ma manna lly comm Me pechwe cnecow OREGON SEQ. : 616B949 Nationals sm contains ammaw, b ([/ al no tone shale ny Ipm le a ,gthan s.Deep assumes tons,,ere to m used in a mnmroama nMm onent 9L 't/ 1 /� deign made be alAlaa to any wngpnad. am am Nn vry co Amor.of use. �O qY 7 4. TRANS I D: 416229 s. Dornpns.las m coma.am ataanea no mspomibeey 1n me 6.� ssanae All ceam,y at as aapp�nma,ssmoam.ENm awmge n 'SFR 4I mbrkaean,Iamlkg.alwmrnam nweadmt or earga,nm. al 7, Deign atw,es adeguam arakage bol=ded a and pmcedso metr censer 8.Tile dngn b kanYad n,bpct to me Ymmdana M NM by B.Plana ansa ne=on boll,fame true IIIIII VIII VIII VIII nlll VIII VIII IIII IIII TPINYIGA nSCSI.tnpin Of Mia,wet be hnmL Hawn mpueal. 9 whes DIUIM ind ate WOall was rate 0 Forman. II MiTekUSA,IOC./CbmpuTrusScrlal 16.6(1 L)-E To PorbaaOtn'twctorAsmmalign salue,was ESR-1311,ESR-19B4(Mirek) EXPIRES: 12/31;2015 alllll 1111111u This design prepared from computer input by n PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 10'- 7.6" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TO: 2x4 DF p16BTR LOAD DURATION INCREASE = 1.15 1-2=( 0) 68 2-5=(0) 0 SO 7x4 DF NI&RTR SPACED 24.0" O.C. 2-3=(-277) 257 3-4=(-118) 47 TO LATERAL SUPPORT - 12-CC. UON. LOADING BC LATERAL SUPPORT 1= 12"OC. SON. LL( 25.0).DL; 7.01 ON TOP CHORD = 32.0 PSF OL ON BOTTOM CHORD = 10.0 PSF BEARING MAX VERT MAX HORZ IRS REQUIRED BAG AREA OVERHANGS: 12.D" 0.0" TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 01- 0.0" -30/ 444V -99/ 280H 5.50" 0.11 OF 625) LL = 25 PSF Ground Snow IPq) 71- 9.2" 0/ 168V 0/ ON 5.50" 0.27 OF 625) 71- 11.2" -280/ 485V 0/ OR 1.50" 0.62 DF 625) BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 4 10'- 7.6" -30/ 7V 0/ OR 1.50" 0.01 OF 625) LIVE LOAD AT LOCATIONS) SPECIFIED BY IBC 2012. THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSE. /! COND. 2: Design checked for net(-5 sf) uplift at 24 "on s acro . VERTICAL DEFLECTION LIMITS: L1=L/240, TL-L/180 MAX LL DEFL = -0.002" @ -1'- 0.0" Allowed = 0.100" MAX TL CREEP DEFL = -0.003" 11 -1'- 0.0" Allow e1 = 0.133" MAX TO PANEL LL DEFL = 0.375" @ 3'- 10.6" Allowed = 0.626" MAX TO PANEL TL DEFL = -0.270" @ 31- 11.0" Allowed = 0.939" 3, 12 MAX BORIS. LL USED = -D.004" @ 71- 11.2" MAX HORIZ. TO DEFL - -0.004" 0 7'- 11.2" Design conforms to main windforce-resisting system and components and cladding criteria. Wind: 140 mph, h=23.2ft, TCDL=4.2,BCDL-6.0, ASCE 7-10, o (All Heights), Enclosed, Ca0.2, Ex p.B, MW FRS(Oir), loadurati d on factor=l.6, Truss designed for wind loads o in the plane of the truss only. c�ll 5 M-3x4 -_ 1-00 8-00 IPROVIDE FULL BEARING;Off:T,5,3,4 2-07-10 JOB NAME : 17051 JT SMITH PL 2456-A - J8 �PEt) M - 0.Mir Scale: 0.409: (amadsoffamens,romealV�\�� (G�I Zj%i59 s/029 I Blumer em eastam am amm Sunda be emitted of all Gammas Notes INGS: ids Ade design is bbased owl,upon Ne parvrMers moan em M92 is for an l�aeuel Q P E Truss: J 8 and Warnings before amtrunion ammences build'.,component Appl ubility of design ..at.am Draper 2.2x4 campmssion v load,mutt belmmiled adera shown+. hopromfition of component la the mponsibllity of To building desgqne. 3.Additional hamoorary bradrg to uiaw.totality me,construction 2_Design emumes me top and broom dards to Be morally paced el r DES. BY: EE ie tnc rmxnaidlity of the died«.AdaiHmel pemlanent bndng of 2o c.am at to o c.mf xavey unless braced throughout their leto b coy mirium osheathing m m m eathing swen pywostiaarglTC)arlaa aryvalC)_ Q. DATE: 1/26/2015 nle oseren eancture m the mponslduy of me lumlrg de". 3.2a woad Loss,or lmeral dating required wnere snm n.. 4. No load should be applied to any,«rm«leat rata alar r d.vlg and 4. Willman.of mw ada mp«mwt,of me mdwastme o«maaor. 9 OREGON P [(A SEQ. : 6168950 Basil are ampler,em is ne are mum arty lams.,mor awed s.Design diseases thems are to de used in a non-comai.e emairomxt TRANS I D: 416229 design loads be applied to ady oompmient. and and I«'dry common' use, peons snw.n.Shim or wedge a s.ComyuTm ham no ondba Pat,am assumes a reap«Wdey f«are b.Das aswmm full bed t all m P' feMudon,namlkgflaimmandandnatilkskinfifoonsammards. T. Design assumes adequate dmiage m proWdm. 1I B THis TFUaVTCA let BCSln is scomess of thed MIM wlo melsmations ant forth by ll be fum ahell Lan n rxueat 9_Pref s sirolhmOewM dM an 1'.cess o w.c,and placed lip meo-ancon IIIIIIIVIIIVIIIVIIIVIIIVIIIVIIIIYIIIII g Peralmkaosireafpede ndies. N■ MIT¢k USA,IneJCompuTru55oM2re 768(1 L)-E tos«basicanreq«gah a In homes me ESR-1 311,ESR-150B(MaTex) EXPIRES: 12:3112 015 477777II I II IIII This design prepared from computer input }y PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 11'- 11.6" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 2x4 IF #I&BTR LOAD DURATION INCREASE = 1.15 1-2=( 0) 68 2-5=10) 0 BC: 2x4 IF X1gBTR SPACED 24.0" O.C. 2-3=(-322) 301 3-4=(-121) 52 TC LATERAL SUPPORT <= 12"OC. DOE. LOADING BC LATERAL SUPPORT <= 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSE DL ON BOTTOM CHORD = 10.0 PST BEARING MAX VERT MAX HORZ BRC REQUIRED DEC AREA OVERHANGS: 12.0" 0.0" TOTAL LOAD = 42.0 PST LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 0'- 0.0" -29/ 444V -112/ 316H 5.50" 0.91 OF ( 625) LL = 25 PSI Ground SnoB (Pg) 71- 9.2" 0/ 168V 0/ ON 5.50" 0.29 OF ( 625) 7'- 11.2" -293/ 187V 0/ ON 1.50" 0.62 DF 625) BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 4 11'- 11.6" -41/ 60V 0/ ON 1.50" 0.10 DF 625) LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. ICOND. 2: Design checked for net(-5 eft uplift at 24 "oc s acin . VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 MAX LL SEES = -0.002" @ -1'- 0.0" Allowed 0.100" MAX TL CREEP DEFL = -0.003" It -1'- 0.0" Allowed = 0.133" MAX TO PANEL LL DEFL = 0.253" @ 4'- 5.8" Allowed = 0.626" MAX TC PANEL TL DEFL = -0.274" @ 3'- 11.0" Allowed = 0.939" MAX HORIZ. LL DEFL -0.005" @ 11'- 10.9" 12 MAX BORIC, TL DEFL = -0.005" @ 11'- 10.9" 9.00 system conforms to main vicladdingresisting system antl components and cladding criteria. Wind: 140 mph, h=23.7ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat_2, Exp.8, MWFRS(Dlt), load duration factor=1.6, a, Truss designed for Bind loads o in the plane of the truss only. of zx o� ZM3 S 1-00 B-00 3-11-10 PROVIDE FULL BEARING gts:2,5,3,9 JOB NAME : 17051 JT SMITH PL 2456-A - J9DPN°FFss� Scale: 0.3800 0. WARNINGS: GENERAINGTES,untessomervdsenofed. 9 I. Bander ante non oomranor snwla be awisea of all General Notes t.This design is based ally upon we pammeters sho».,and No am,amaual Q 92 PE r Truss. J9 and Warnings before comm ction commences. buimirg component.AppaiwbNy of deign parameters antl proper 2.2x4 wmpreelw web brad,most be Installed vmere shown+ r n=on of component is me reapdmibby of the builtliy dangler. DES. BY: BE 3.Additional temporary brad,to Insure mirlly during wnatruslbn z_ c am atmos me top and Dolan comm to be lateral,lNemd at ism reapomiblty of tis tenor.Additional pe,meyra bray of 10 peomfey orders brare t throughout their len9th by DATE: 1/26/2015 theo ern structure o me res candid dei as pyvmd aheaffty(TC)anaw drywall(BL) ponsitudiy more buiai,designer. 3 2x same bddgiy or dated bad g moulded where shown+. Q 4.No load should bas applied to arty component until atter all brad,antl 4 Inmallm ft rew is the psib lay of me usamercommands nds T OREGON !(/ SEQ. : 6168951 !rioters are complete ant at w time snood ant load,greeter than 5 Design assumes mesad a re to be used in a nancmm me anardnment L dean mads be apMletl to am wroment, ala are for dry condition'of uses. TRANS ID: 416229 5.CanpuTrua has no coned infer and assumes no responsibility far the 6.Deaiggnn assumes full beady n all supports shove.Shim arooH'.f O 14, P, pais on "- MFRRIt.�0 Demolition,nawliy,sfiPmadew installation or components ].osign adequate dminage is rsaeM Places so mob center 6. ITh design's burnished subject to ma Ilmitebpm set font by 8.Plates shell be lowtetl w bath fa c t 777777 VIII VIII VIII(IIII VIII VIII IIII IIII TPIMTCA'n BCSL wpm of whits will be bum Nab upon region 9 DprieIggda MOlwb melof plate In Inches. MiTek USA IGC./CGrpUTrus Sorhame 766(4L)E 10.For bast conn for plate design values pose ESR-1311.ENNA 988(MiTek) EXPIRES:12/31;2015 'VIII II I III This design prepared from computer input by " PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 2'- 11.8" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cg=1.00 TC: 2x4 DF t168TR LOAD DURATION INCREASE - 1.15 1-2=( 0) 76 2-4=(0) 0 BC: 2x4 DF MI&STR SPACED 24.0" O.C. 2-3=(-64) 23 TO LATERAL SUPPORT <= 12"OC. CON. LOADING BC LATERAL SUPPORT 1= 12"OC. UON. LL( 25.01iDL1 7.01 ON TOP CHORD = 32.0 PSE BEARING MAX VERT MAX HORS RED REQUIRED BRG AREA DL ON BOTTOM CHORD = 10.0 PSR LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 18.0" 0.0" TOTAL LOAD = 42.0 PSF 01- P.D. -117/ 432V -11/ 14H 5.50" 0.69 DF ( 625) 1'- 9.2" -70/ 39V 0/ ON 5.50" 0.06 OF ( 625) LL = 25 PSI Ground Snow (Pal 2'- 11.8" -32/ 69V D/ ON 1.50" 0.11 DF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL CONS. 2: Design checked for net(-5 set uplift at 24 "oc s acro . REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL=1/240, TL=L/180 BOTTOM CHORD CHECKED FOR IOPSF 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 DIED - -0.015" @ -1'- 6.0" Allowed = 0.200" MAX TO PANEL LL DEED = 0.003" @ 1'- 0.9" Allowed = 0.177" MAX TO PANEL TL DEFL = 0.002" P 1'- 0.9" Allowed = 0.266" MAX BORIS. LL DEED = -0.000" @ 2'- 11.0" MAX BORIS. TL PEEL -0.000" @ 2'- 11.0- 12 37 Design conforms to main windforce-resisting 6.00, j system and components and cladding criteria. Wind: 140 mph, h 19.9ft TCDL 4 2,BCDL=6.0, ASCE 7-10, (All Heightsl, Enclosed, Ca[ 2, Exp.B, MWFRS(Dir), m load duration factor=l.6, / / o Truss designed for wind loads o in the plane of the truss only. ti i N ti"1111 0 2 - - 4 1� M-3x4 ( -._ D 1 1-06 2-00 0-11-12 PROVIDE FULL BEARING;Jt s:2,4,3 JOB NAME : 17051 JT SMITH PL 2456-A - SJ1 `�/0P/R/Opt 0 --- _ Scale: 0.7543 �\� �II�NW /O y WARuidea GENERAL NOM,Wens uporMerelay. 9 1. guide erecnw,wmnastion wwisea of all Gerer.INmes 1.Thus WWII ao.sea Apshol Of Noxn am aroren lMNNNN JZ PE Truss: S J 1 arts W.,iirgs plea mmhuamn mmmmma. we WWII CermaMM.component of dmgn pay 0the aM wowr 3.3x4cin lternooar,boaet,to More lmtality eWNconsvm+. DesNomtion of ft lop and! ne mepods iliyame illysgedaq oer 3.Additional lemporery 0 adng to weure s18pIM tludrp constnMbn 2.Design aaeumm Ne lop aN Foaom ctss b ro Fa bbrally pacts aI DES. BY: BE N the mswmiFiloy of t e erector.Additional pematent pacty al Y o.c.and.11 0'o c mpesbsety abu demo Nmughwo their m by mnMadae Meaft'g esgy+wW"Mn9ITC)v wdl H C). DATE: 1/26/2015 We wnaN abucture'o lM tespo,uidsy at me Funding designer. 3.3s lnVeet ptlgrq a w4val paan9 mduWM y,teb enom.. Q 4.No wall snow beapgied m an,m ty ngMrn puntil staff an binding and of.. IMAINuon bass a vow reenn sponLy of mre e ewcwe contractp` y OREGON P Qj SEQ. : 6168952 fwterenamcomplete andatnois.should!a,leads Breabrthan 5. Bale°nr.maua' �a.1.beMeadmanoncmmrveenammtwr L/ 2i,9Y 01 A• design weds to spplbd to sM,oanpment 5. oesi ry TRANS ID: 916229 5.CanpuTmshn now cdwp ower and aeema.w meponsieil'Ry for Ne Design sesames Nil therm,N all supports shown Shim or wedge if P f.pwedon,heMlkq.apwem.m wn,s.Fw of wrmaetm_ 7.Dessnedwasnaartes adegaab drenpeb MFRR11-1-0 6.Teks design o MNNeo f'led to me smaadane we Nam FY B.Plebs ehM De IombO m OOM does of has,aM obeyed so mso center VIII VIII VIII VIII VIII VIIIVIIIIIIIIIII TPlwrcAncost.topicaofyw,imx111ceNmYedawnmdmst. 9 DDialsIwas ndicate iev�ae(ofplateIemhmn"e:. EXPIRES:12/311205 MiTek USA, mcdCGmpuTrus Software 7.6.6(4 L)-E 10.For Feed odometer plata design values we ESR-1311,ESR-19118(MiTek) �IliIIIIIIIIN� This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 51- 11.8" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cg=1.00 TO 2x4 DF N16BTR LOAD DURATION INCREASE - 1.15 1-2=( 0) 76 2-4=(0) 0 BC: -x4 DF AI&BTR SPACED 24.0" O.C. 2-3=(-105) 47 TC LATERAL SUPPORT r- 12-OC. TON. LOADING BC LATERAL SUPPORT <= 12"OC. ION. LL( 25.0)wDL( 7.D) ON TOP CHORD = 32.0 PSE BEARING MAX VERT MAX HORZ ERG REQUIRED BRG AREA DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 18.0" O.D" TOTAL LOAD = 42.0 PSF 0- 0.0" -93/ 431V -22/ 120H 5.50" 0.69 DF 1 625) 1'- 9.2" -46/ 152V 0/ OH 5.50" 0.24 DF 1 625) LL = 25 PSF Ground Snow )Pq) 51- 11.8" -67/ 144V 0/ DH 1.50" 0.23 DF 1 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL ICOND. 2: Design checked for net(-5 psf) uplift at 24 "ocspaa ng. REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/160 BOTTOM CHORD CHECKED FOR 10?SF LIVE LOAD. TOP MAX LL DEFL = 0.013" @ -1'- 6.0" Allowed = 0.150" AND BOTTOM CHORD LIVE LOAD$ ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = -0.015" @ -1'- 6.0" Allowed = 0.200" MAX BC PANEL LL DEFL = 0.003" @ 1'- 0.1" Allowed = 0.054" MAX BC PANEL TL DEFL = -0.005" @ - 0.1" Allowed = 0.072" MAX HORIZ. LL DEFL = -0.D01" @ 51- 11.0-- MAX 1.0"MAX LORIS. TL DEFL = -0.001" @ 5'- 11.0" Design conforms to ..in windforce-resisting system and components and cladding criteria. Wind: 190 mph, h=s), ft,Enclosed, .2,82 L=6.0, ASCE 7-10, 12 (All Heights), Enclosed, Ca[.2, Exp.B, MWFRS(Oi[), load dura cion factor=1.6, 6.00 --- i Truss designed far wind loads I % in the plane of the truss only. 0 r I of 0 e � i o 2 1-06 2-00 3-11-12 PROVIDE FULL BEARING;Jts:2 4,3 JOB NAME : 17051 JT SMITH PL 2456-A - SJ2SE�/�PQP/R/OFFSS Scale: 0.588 ¢�\� II LVI'�9 /029 WARMNG9 GENERAL MOMS,areepsonly upon to who'. 1. B Ilae M ectl contractorshould co eences. mall Gellttel NWn 1.TMaaealgn Is meet AM/ppmy of anon pnN Ip la til en IMNlaual 92 RE Truss: SJ2 saw tssionmaanMpd must Iss men« aaalapiofconomwent filly nothonoetm«re Ia wooer 32.,gxacimpreapeweBa ' t et Es Itabelba wM Mown. norDemi mass osmetommNmerepondBo ReAnoor the aly m eedylter 3.Additional lempwery 0 etlrq b InSUR Slab lay d np«newdkn 2.2 aqn ads at me lOv and Boa Gss E pat Anomaly Breda al DES. BY: BE le lha mpansidlly oltle d PaaNwel pe Ilett Dredlg of P'o'c'and al to o n reppedlvey unless Ua«d m glwv their b m ay commuous cream Ig auM as vlfw0od ehaetlFlg(TC)wawa Orywal Of DATE: 1/26/2015 th.11 awdure N me reapmdolliy of tlea Idng cac,wer, 3.gx lmod WWII lateral NnamW emulate!where Mown« Q a.No lona sNolea the.,I.to wry«mpOnent veil alk ail matltg era e. Imidlanon of true title mporxellin f me respeprve connector 9 A�OREGON SEQ. : 6168953 (as..ere cmrpek and el no"MOW mr,Rede greakr than a Deal a.appose arc to M peeam a ler-con ee cow ml. G y 1 desgn Rade ae applka to wry oomparem m ale N Ery conaNOn'of use T . /O '91' 7 4 RAN S I D: 416229 5.ColmpuTNa nes no canna ower coal aaameaa re responsibility lar are B. 4egn downed M Wars,al all suppaha algnn.Sam.wwedge if V f fam«aon,hander,ahpaent wa.latanaaon of co poerm. 7.oedgn ya:elle.adequate depersi o `am pw«a.o moo«mel MFRRILI- V 6.Tran des.a a+Mefed wArlod to me Nlaabom set warn By 8. place aleX ha located an Bode k«s bW 111111 111111111111111 III VIII VIII)III VIII VIII Int)III TPNNICA el BC51.«px of x1aM wet Ce Nntialld 14arr request Fres mddate=purl atMer Ned. II 9. Dlglh indicate=a Mplale alnMes. MiTek USA,IncJCompuTfus Software T6.6(1L)-E lo.For Basic connector plate angn lralhes see ESR-1311 ESR-10110(ruteA) EXPIRES: 12131,12015 �IIIII IIIIIIRf This design prepared from computer input by , PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 81- 11.8" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 2x4 OF #1LBTR LOAD DURATION INCREASE = 1.15 1-2-( 0) 76 2-4=(0) 0 BC: 2x4 DF #15BTR SPACED 24.0" O.C. 2-3=(-156) 72 TO LATERAL SUPPORT <= 12"OC. VON. LOADING BC LATERAL SUPPORT <= 12"OC. VON. LL( 25.0)+DLi 7.0) ON TOP CHORD = 32.0 PSD BEARING MAX VERT MAX HORZ BEG REQUIRED BRG AREA DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 18.0" 0.0" TOTAL LOAD = 42.0 PIP 0'- 0.0" -20/ 327V -34/ 166H 5.50" 0.52 DF ( 625) 1'- 9.2" -153/ 380V 0/ ON 5.50" 0.61 IF ( 625) LL = 25 POP Ground Snow (Pg) 81- 11.8" -103/ 217V 0/ ON 1.50" 0.35 OF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND. 2: Design checked for net(-5 sf) uplift at REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 BOTTOM CHORD CHECKED FOR 1OPSF 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 = -0.015" @ -1'- 6.0" Allowed = 0.200" MAX BC PANEL LL DEFL = 0.008" @ 1'- 0.1" Allowed = 0.059" MAX BC PANEL TL DEFL = -0.012" @ - 0.1" Allowed = O.0)2" MAX DORIS. LL DEFL = -0.001" @ 81- 11.0" MAX BORIC. TL DEFL = -0.001" @ 81- 11.0" �I Design conforms to main wicladding critering a.3 system and components and cladding criteria. Wind: 140 mph, h=21.4ft, TCDL=4.2,SCDL=6.0, ASCE 7-10, (All duration Endorsed, Cat.2, Exp.b, MWFRS(01[), load duration factor-1.6, Truss designed for windind loads to in the plane of the truss only. 2 00 ti ti I / I b O � I I Q2 0 1 M-3 1-06 2-00 6-11-12 PROVIDE FVLL BEARING;Jts:2,4,3 JOB NAME : 17051 JT SMITH PL 2456-A - SJ3 � pPN/oh/fFss Sca 1e_ / 0.9 T02 �1 �GI1w9 0 WMNINW' GENERALNOTES,unlemllarM. ovdm,el �� 92 PE 9! I 1. 9Wker and arealon contraaor aMOM M amesed M all General Notes 1.norOealgn st bssM only upas Me paremefen shonen aM IS for m IMNqual I Truss: S J 3 and Wamirya boron conswamn oommencea. bottling component,Appllcabllily of deals paramelare and prear 22x4 compressed among must be installed ware snows+. aaomorewn of component la Me ne,relbnly of Me bulloly doo r. 3.AM8ioallemplxerybraarp to Meure adebiliy auatl ceneWala 2Design aeeume,Me top and Whom cards to W Federally ance,al DES. BY: BE 2a.In and at 19o.c.respsctively unless brae MragWut Ma ka th by is Me responsidlly of Me sector.Addil l pemnnent belong of candnma saamirg sucnaemps,r sae wastes ah.r eywall C) DATE: 1/26/2015 Me overalleed My Feta reapanabiliy of the wing building amgar. 3.hlmpa non tan s or therelbrwnptequlree waresWown++ 4. No loans Meson consent. Mtoady ase shield ld"alter allalM end 4.DeblbM1onatlwea Me responsibilitytobecoal a nonfoe.tiye COtlbdaa. 'i 9 OREGON Q(/ SEQ. : 616R9S4 1mlenen are.mlplede eM et a ore anbaa av kMe gtmbr men s.Design amumes btNem an m W ossa m a tlgltlMlasiW enMament. L 'L/ dosage foods W spot"1.Wry aneonca. W an roan•dry mkMon'of way. TRANS I D: 416229 5. CanpsTms Dee no Demo oar and!assumes norresporevely for ate 6.t4sign asaees n,1 aarkg at e#suleom sawn.shim awMga n faMraAa.aWht,lleT.Den..mreadable ansa "' bded 6That dmgn a Renewed!aO)atlto Me landslides st MM by 8Pcshill be a atM a both All opoMFRRiILL9 ark pbced so Meir center (IIII VIII VIII VIII VIII VIII VIII IIII IIII TPINYICA YI BCSI.apbi of vMtll well be Turbines ups tMuenl. Nrebl 4ind wM Ventbible In l se. 9. blind stn of plate In Maas. Miliek USA,InclCompuTlus Software 7.66(1 L)-E 10.Far be..anteawgale angn yalum.ESR-1311.ESR-19NQ&TMU EXPIRES: 12/31/2015 PL15-16 11 51-19-15t,Rpseburg JI 9:44am l I...'., '-d""'(,,.,.i,:,,. I of I CS Benin 4.11 26.1 IvnBemnFilginc 4.11 26.1 RECEIVED Mxtenels W.I.151J Member Data Description: UPPER Member Type:Joist Application: Floor MAR 3 1 2015 J1 j§CANT. Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: 160" 4 QF"FIGAKU Live Load: 40 PSF Deflection Criteria: U480 live, U240 total Dead Load: 12 PSF Deck Connection:Glued&Nailed BUILDING DIVISION Filename: Beaml Other Loads Type Other Dead (Description) Side Begin End Stan End start End Category Point(PLF) Top 21' 9.00" 50 35 Roof Point(PLF) Top 21' 9.00" 0 80 Live Point PLF Top 21' 9.00" 350 0 Wind 2030 � 1 60 21 90 Bearings and Reactions Input Min Gravity Gravity Wind Wind Location Type Material Length Required Reaction Uplift Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 2.750" 1.750" 513# — 413# — 2 20' 3.000" Wall DFL Plate(625psi) 5.500" 3.500" 727# 933# Maximum Load Case Reactions UWw eW ON m 1 Iw lirc swap 1.."M menus Live Roof Wind Dead 1" 402#(402plo -3#(-3plo -259(-25plo 114(111plo 2 4 464 54 37 376 263#(263p* Design spans 20' 1.125" T 6.000"(right cant) Product: 11 7/8" RFPI-400 12.0" O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. j Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 25311 43151 58% 10.2' Odd Spans D+L Negative Moment 7114 69044 10% 20.25' Total Load D+W Shear 533.# 14804 36% 20.24' Total Load D+L Cant.Shear,Rt 4834 23684 20% 20.25' Total Load D+W End Reaction 5131 1241.# 41% 0' Odd Spans D+L Int.Reaction 7274 2350.# 30% 20.25' Total Load D+L TL Deflection 0.5097" 1.0047" L1473 10.2' Odd Spans D+L LL Deflection 0.4095" 0.5023" L1588 10.2' Odd Spans L TL Defl.,Rt. -0.1085" 0.2000" 20331 21.75' Odd Spans D+L LL Defl.,Rt. -0.0903" 0.2000" 20398 21.75' Odd Spans L Control: LL Deflection DOLS: Live=100% Snovr-115% Roof-125% Wird=160% Right cantilever allomible shear is for joist Orly Al Px .iwnm ere o-eaemem.m v 'rerpe mann ERIC DUNCAN ® PACIFIC BER Cawgr+(C)M13 W snyew swo-Te ce Wiw.ALL RIGHrs RESERv D. 10105ALLEN LBTRUSS CO. 10105 BLVD •wmxrg.s een�eaxwem nK n=."oe,noar idp.be.m ayime.e1w.nmmis dr.."mx.e i.W.1 arne aLwm.Lamnp ceaineu.em Sp WW mavcBEAVERTON OR,97005 mubcerevisaa Ira m anis i,maimm ova mme ma,aauer. nwaae.