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Plans ..., TEL 01100101-1-'' . ... ".>:■ ...I i:,.,..4!U"-' 39 - 0 23-0 t C , , 1 I 1 1 1 ; , 1 , 1 , 1 , , , i , , 1 1 1 , / 1 , . , , s e% , , e i 6 .1 , 1 N I I , 1 1, i 1 1 4;tw 1 1 1 , - r 4 I , I N I ■ A 1 . . Z .41 t •• , \ i er , . ! , 1 1 _ I 1 39-0 2 3 - 0 16-0 I I F 1, k Precision Roof Trusses Inc. 11550 % Sonliter it Nome: Delciption: Cram Coml. Clockotroos, OR. 97015 Wren: 1 . b . 1-503-656-2983 81D962 , s j.565 :2§41jpit,______Iktik...15:5,..J.L....... • • . , • ; LUMBER SPEC3FICATIONS TRUSS SPAN 34•- 11.00' TP192/UBC94 SINGLE HEEBER FORCES 00 • .'! + LOAD DURATION INCREASE • 1.15 . T 1• -1707 0 1- 1420 It 1• -405 - SIZE SPECIE GRADE PANEL SPACED 21.0' O.C. T 2• •-1457 0 Z- 940 a • 2• 517 - .i - - • TOP CHORDS: - • - - " - . • • • - . . - - - T.S. -1467 B 3• 1420 _ It 3• 017 _ '' 2x 4 OF MOT 1- 4 LOADING 14- -1707 • It 4• -485 _BOTTOM-- CNORDSu-- -- - - -• • - -- -- ------- --- ----•- --- --- - -- LL . 1 .. 25:01 *DL 7 . 0I Ot1 TOP 32:0 - - - • -- ----- -- -- - -___- - • - . _ .___ -_ - 2x 4 OF e1d8T 1- 3 IX ON BOTTOM CHORD • 10.0 PSF• . LEFT • .1292 RIGHT • 1242 • 1 MESS TOTAL LOAD • 42.0 PSF 2x 4 OF STAND 1- 4 «3 PSF REDUCTION TAKEN ON BEAREMO AREA,RE UEREO (SO. INI - BUTTON CNURD, AXIAL STRESS ONLY, JOINT 1 •2.07 / 3.19 NP / 3:04 SPI TC CONTINUOUS LATERAL. SI,PPORT . - . - - _. : : • _._. • - . . JOIN 5 • LQ7 DE 7 :. 3_19. .Hr_L�.0A_ - _._.. . . . ....___ . . . -• . "BC TANTITIUOIIS SUPPORT • - - - -. -'-__- ' • -- . 1-Span to ..26 -06 -p0 - Plates. shown with I. -- . - - - - - .. - --- - . '- -- - • • •• •• OFF PANEL. SPLICE NOTEI a Olt pene3 point ep11C4l.'e .Located I I - S p- n to 30- 00 -00. Plates shown .w.ith .II . .. . .. .. •C: a 4U -s-/ 0 et - - - rates shown with III. _ either .end of the gene! Indicated. IV - S p an to 34 -11 -00 Plate as show - except end venal,. n n(Of s .0.13 r,_..w. fi t► ' Q e ��ly t� 11-05-08 11 -05 -00 "{ ti - 12 f C3ttd *N �, IbrIILC4a�4 :3 uj .. 1. h O 6 . 8 00 C -5x5.1 x .4 a 31f.. . - 1; . �I T► 0 ,! O nC • • I62I -C -2.5x4 . fAS 1E611.4 : b ',. _ r __,../.;; :? . - C - 2 :5 ASj � 1�8.00 -'.-.'•-•. .; - _ - i 00 p4 WASt,► O • C: ;.5x3.4 C- 1.5x3:4 ' _.j rr f - -'J `: 1 c, ti4 -• �G+ - 4 I ? Tf} P f `T' -2.5x6 0 5' C-2.5x4.3 C -2.5x6 o - • . L ■ d 1 1 t■ . /A I I I Il■ . . • T . • "1. ''' a I -C- 2.5x4.3 C- 2.5x4. (NS) I- Q- 245x4.3' - .. AL ' . 1 :. RISIII- C- 3x4•.3 C-5x5.1( 2.5oc6(A51 IISIIIiiC- 3x4'.3' 3 I$xrmx9 INto ., k hC 2.5x4.3 (AS) ..._.._....._....._ J F ... - - - - '',' J08 RARE: EVERGREEN TRUSS CO. EVERGREEN TRUSS ,1411211011c - Gonna pen., we.. elhnwAo noted: - Y0r 5.3.3 • • O. Mod Aflame NM.' '.4 Wenatq•4M- er..neelMn of ov.••s. 1. Os.rpn Is.�por. bode as 'hewn. '. 5 FILE RD..ACU- 34 -8 -42* :. Due.«..•.raw.«ne w.n.,at».e.d•d.f .s o . r . refff.+».d 2. Orr nr�ne.t i endbo1in .n,efard.tote1M1 «sirbnoed.1 W e tee Woo e e w wmw.naR trn o ri ..M , mm ended whore shown + f . i_Is ia.wf...d•r• w.b Mairsw« d . v ttwuMd wfw ..dr+n e.•...... - .... �. �w �^Mwf MI or tfr «e1 M�.eeLu�rp� � ... ._.__ ,.. .__.. -..-_. � . Mme .•.._ I o e BY' E ...,,,,, ) 1 l ea,sr0 t tob. ,, „„ .sci 5 - . ..._ ._.. - 1.( 1 - ... . - - _ - e. / uklwlfaee laniw. u.rea +•n tM••M�• .6.- Oe.bnMa I - - �+ t. - ,.... . tto tee4 ei4pt a y4 nrel.sw oli�.erw.. ..d amtor "dry cendltIon oP use. CUM .12. � • 0.wpn•w swa w...*wr.*NMt ler moth ra • • • - e : --Orbn moose rue books of al support. sho BNrrt w warps II • ' • . f .' . IrE . 15 oES gw e . N•to0A..atd.► MPIMPteV €4SD.4gMMregAMa/M!e4Y eMl! .... • r. `r ..__ ter.• xeaen1044 "" 14""""1"41SM•4"""I" """delpn • 4 14. - th toosCed t woof '0t.fi °eide► - •iiidirietUrnea iigWrwra 0owrtiiintei*• - . __ ..-- --.11w 74w w e.l 4.wOmMd. eobrefds YWrte I•bn serNa. IYee.. - - - - ., . .,.:. " 664187 .. CM. Or. Iwtlw MFd IYMIwdeMYn.MM�.NM.�.I1M IM r1. e. oll.f�fc.ta.h °.tal.ewlntnene.. • 47 t•1Aenaw.aiivMC. Moroni e4 O.ld e.' efeewM•ir.N, I0. boots Eatonyelvr of Phi Com4We» Plna fndleetcd by th.eretht - - - .. .. 7 . IN. deep eNM * Wei.. Win 0 a dho wselUwe% Ntt•e 1 C . 42 fr e swu1t. a; >7 »• -- - - -- - -- - y° n ew NM* tnrrw4`.. of Tho C et swum 11. hl ro.tsd b the 4Jse 'CN' tae • Goiter aw .e..+.IWbtO...��rv..4ewr.*n.t• 40 4onsta lephmatoalhue .AN oUer* ono go. • - • - - • • •-• • - - - - - - • - • . . .... . . . . .. . . _ . .. . . .. ... . ... _ . .. _ .. _ ._ _ _ . ....... ... .. ... . . . .. . _ ..... . . . _ _ _ .. ... ' ,• -- • ; - ■ - / - • • . . __ . - • • • ____ . .. --_-___ . _._ .... -. . _ . - . .. .... _ _ _ ._ __ _ . . . -- __ __----_ ..-__ , . ' • • • -.'",--' tuff5ER SPECTI2C2TTIffe ! 7/1153 irlat 24`- 8.50 . PROM 311113.2 MOM FOR= OS , ,j'' , - - - - -- • - - __... .L.OAO iffitasulff wawa- ueo , --- - 7 f• - II -1- UM ff to. 484 - . .: Birk SPff2TE Swot "isifeLIFV .- .. ... .....__ ...._ . -- -- " -- 7 - 24 ,--- us438 - 5 sd mos ff it• 1323 1 TOP CHORDS T3 •Mili e 31 ma WI. _ . 0 MOTU": Clefillt . Li. t 25. 21,22 t 7.1:2 ON Toff mare • 34.I) MP T 5. 312 X fb• R ad OF ss 1-3 - • XL OK OOTTOX 213012 • 21.0 PSF - T 6. -mut _woe. On r 7. -2418 VI 7• •014 .._____.. ,___... . ... .___ _ - • • • - . . -- • . . n ' . . • .0 l. it S 2ffff VP .. OTAX3 t-7 T D• -3222 q off INV u...tdoiraLitoPlia NIF 6•-• 4.r TO sr- ..r win - . ._ . . . . D ;$ 244 Dr DI - . • - - - - • • • ::••• . r . . . . . . . .. 1 ......_. .. .. . 11?-04-04 • . . . ... . . 12-94-04" - • . .. ... .. . f t- - - - - stxs: NSA *MOW in no .. Jaf .../ . .es .45 art, 't;* i s EPP „... . . . . . . C-7x9,4t - .•••• ...- •-...•• C. ) . W - . .0 PRa ' A • n v., 40 fp. ,; 1 . '4; 1 ... •,- , * ,, ,, , V, , , , ; $; .: , /6,4%, c ,,,-7) . , A • 'N. .iy" Cr,. .01, IA - Y6„";• ii • VI 1111%. 0 , 1 e ,i......, . C-5.5x84 .„46 C75.5.5. - • --- - • --•_. -- '°&,. i• c' r 7 ,-'.. 0 4 ' : 4 7 .N .i. ' .• 12 • , il '.- Ls 4 - 1 ". `• 6 r. ' ).- °Atom ' ' ' Nfi,_c,'4`i) 44 - •-• t e 4.....4- • : /2- C-2J5x4.3# - D, ' ‘ 44' .•• C-3x7•7. C-3x7.7t u- . 02ER 13. "Ns lb. N v / Pr .1. . fi. M° `kkgy....., x - - Ili <tit. k,, 4. , lb - - ... ' 0 C. 0 " v "rit ei ht, .c - • • ‘.1- , . . • • . ......_-__...4 • ro 4.0 sit 12-0D-00 .0. ,, ' po•.' - IL - • • .N . . . • • . .1 177 . • . . . .. • ' " 0:: lk i . . .11411r. WM /I gel ea 113 : / s , Co . . ' sea . . . - • - C-7x7.7i • .... c., -I i f.- C-719.0 ' , IttN• • ' C-74t • • C-7x7.7151 C-7x7.?(S) x9. • . ...t - _____ _..... . .... .. . . . . • 2,418-03 t=4:31.127tialin • . •• • State: MI' - .1 . .. me KANE Wan. ' - . _ . . . . . . . . . . . . . - • . xx•Nr.....,.. - ... - .. . . .. . .. . . . . • UMW* • rite 110.1 ATTIC-24-0-V Vflninnill■ 1. Olow14110vireallolusailitmleirikewa abrepandee 1.1 IromMst II., Who onfowillenlanal a rrint 111 1 1 141111,1 Ma de ais Owe% • t. Inalrataarcert weltrecte. pan1 Immo/mid dallhownt /Mb. end dr. Aar ..... Ann Wane nill in temmer mom 81 r.43 0....ncrt OwTE: 2/22/25 ver 0.3.3 1 1...mbroAlift.mmemmommi.r..1 0 ., si.E ... fillord alloommend_. ossz: 4.. 41: . I. ion sorwathol Imii brialio 1.106.1111111.4 oars inane it.. 41. 41111biill Irma nieNdre dumb. web mihnupwunt owl 'ammo lonolos. I: 17 Su r 116. ...7.al=rweagu, . • . SW.: C - I OW. EIY: JAI) Now badslawaret powerShV 4 • 1 111.11 , Or ■•4010.01101.2. 4 st ..toro ir 0 ma . Orpsina norm No resswallIft ler mob IMO- O. sesuolo• .y..111611110 in dif nestorliv shows. nfimmixdp If DM Ina. a . - .e.. taus. onitokamil de tritit.sentet. _ morommeama.maimmi vapexaminew . • cfeapeani.seek. nalsallaitodrumbruliaoliemallv lona . " • . . imegrelme. trailbs. ibillootio onsoofmmi. Il ih P WNW kr AN Odin . • 14. Mb **A 1.4...ddriamosso eletastleiberombassurrim me awe . Wog* Pump isna aiderialefsleass Waal pun.% 14 .411". a apt 011 11‘ .. iligiot • - • -. • - • . ralihmallb, Ourglasil by beragra .peosim.I. . .. 11 &Mail 1121. imamow #1 tiondalifelnUIVII38 a* - . . . . . . . . . .. . . . . . ... . .. . . .. . . .. . . . . . . . . . . . . . . . . .. . y TRUSS SPAN 3.t . ,'-S9' -IPl32 G9 FORCE$ - „ SlNll.iHBER wen sPECt7ICaI1U . L OAD DURATION INCREASE + f.18 T $• -f3O4 B 20 Bad M Z• f a- ' SPACBD • 24.0 D.C. / - - �_.._ T�� ._'_l._6 3+ 32T k 'P` 591 - - -- gTIE-- '�PECf�-SRf 0!' - PItaLL -- - - - -- - ... - - - - -- - -- - - - - -- - -- - - -- 1 4� -3916 it '1� -4f3 cc. res US 1;14 l !:_ L CH i - cry r -.•:- • au 4 dF MOB 1- 1l.1 23 O }+GLt 7.01 OM TOP CHORD 98.0 LIFT • 11.1 11.1 RIGHT T • son NOTION COMM CL ON BDTTTON C11Oias • 10.0 PSFN aK a OF OUR 1- 3 TOTAL WM 4 &•6 PEFit - ~. EOSINS 1iREA pE01Fti A ISO. 1111 .F... iA1�N raj.. MESS[.. .. 4r)n .4 OF . _ a ,6 MR- / $ • 7O SPP p 6f' a • npr - STAND t- / .. - ---- Mi0YTa11 G1iOli0, iKlAL- STAE89 -OMI,y - =L ._�J -.. F ,j - JMITT S 4.54 OF � 2 4 Hf - `E': IC CONTINUOUS LA7 a.% S PPO R 1--_,,, SC CflIfF[121Wi 6ATDRIL SUPPORT . . % �� ' OFF PANEL SPLICE NOTE ------------ �•: § — c� at lanai th » i rA al fptiuli aM 1'' at UMW � ~~r e e Q`, - at !1!! tl v4f IMO +h 8' % �`,'(� sttn r elm sT tilts penal f icaIs . •{? . s V.� O1c>D)pt end valcAly. 1 5- -04 ?' n �� � ` v cti a ' ? r� 0'' Q � WA,"it � Q 1 ' 1 46-04 MI . C [. ''� C .. i (t to t4 f '}, a ✓ ` C-5xS ! ti �' r `i > r il:ln �' BAID C C- 1.5x34 � 811 • t 1 irp • C 1fdlsd • $ .4ii o1s[COx • �. -3x1.3 i C- 2.51+6.9 C-2 .5x4.3 C -3x ' 41h.9 0-2.54 IS1 0 ' 0 BER �- � '. Cant. • f . R. Ci -vw- SVEROROIN TRUSS g , .q8 t 8i t7oI etULT toes not '4P2M.L VW ... • iabMn�rwryi • - m - aaa.�dd ,:. :. _ . ,_. - --.. 15irr a m � a rlfi j yrr.d .► 3 t om . m .+ wwnrdwa.rrw . G . , a � f26E 1DO.; T ii -B�42R s iiimmtM..0w.•.main rr•M�..�w.tsw.w r w.M ..ro en f + a /a*.r +.w+. �..... i ce, ; r M+ •( ar. wa Is W 3ja319 a. or me+..Irw�v .�a.w.n+ar.+nF iry efr. L1�7 11fli. REF.j DP.B. BY: A ♦ A s iw> mo.r! t YlWae..+r �""� *n „ an �iA1irain+oir.dasil rsaa rir.raaw� .1100110114b m.ww.•�wrn 15-1 ._.._ • • • • • tpavr v u rwwuawar.nlWaMdii alowikaRatton!ole..- _.3:,_ 41i .. : per i . ..- •. 5E� b 2727 ,�.. :�.+- ..' �a. a, ,,�,,.,wrr4i►r.a� n .e - • NM. aaatow .. �` � l ii l i Y dln 'OI' RIO �IFr1i pi - MurinrlY.lyM.M�.w"! A..Igra.Ral �r� • • .r ►..r lrJrri Kq .rlgM1WIOL . • Al 7 -cro 3 9 0 . , l 4j1SZ/ ce - 07/22/1996 13:25 6454974 PARR LUMBER i PAGE 01 T3Xpert Software PARR LUMBER CO. Mon 7/22/96 Version 4.30 503 -531 -7277 z - 7:45 pm Residential Floor Joist Filename: MA2239K L15 , JA# 5 Glued and Nailed Decking Deflection Criteria: L/480 live, L/240 total 9.990" max. Standard loads: 40 psf live, 10 psf dead, 100% duration A A A 16'6.38" 13'9.50" Reactions (total): 701# 1908# , r 585] Reactions (plf): Total 351 954 293 100% 286 764 245 Dead 65 191 48 Calculated Limitation Moment (Ft -lbs) 2944. 205% Shear (lbs) 701. 149% Live load Deflection .21" L/939 Total load Deflection .25" L/794 NOTE: 4% increase in bending strength taken for repetitive member use. ******************************************** * * * * * * * * * * * * * * * * ** * * * * * * * ** * * ** 11 7/8" TJI /35DF joist 24.0" O.C. spacing ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Trus Joist MacMillan 1988 -1994. TJI,Microllam and Parallam are registered trademarks of Trus Joist MacMillan, a limited partnership, Boise, Idaho. Trus Joist MacMillan warrants that the sizing of its products by this software will be accomplished in accordance with Trus Joist MacMillan product design criteria as published in Dealer Products literature. Refer to those guides for installation and application information. • TJXpert Software PARR LUMBER CO. Mon 7/22/96 Version 4.30 503 -531 -7277 7:45 pm Residential Floor Joist Filename: MA2239K.L15 JA# 1 Glued and Nailed Decking Deflection Criteria: L/480 live, L/240 total 9.990" max. Standard loads: 40 psf live, 10 psf dead, 100% duration A A A 16 13'8.38" Reactions (total): 701` 1903# 581# Reactions (plf): Total 351 952 291 100% 286 762 243 Dead 65 191 48 Calculated Limitation Moment (Ft -lbs) 2931. 206% Shear (lbs) _ 701. 149% Live load Deflection .21" L/940 Total load Deflection .25" L/794 NOTE: 4% increase in bending strength taken for repetitive member use. ***************,*************************** * * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** 11 7/8" TJI /35DF joist 24.0" O.C. spacing ***** * * * * * * * ** * ** * * * ** * ** * * * * * * * * * ** * * * * * * * ** * * ** *fir * * * * * * * * * * * *** * * * * * * * * ** Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Trus Joist MacMillan 1988 -1994. TJI,Microllam and Parallam are registered trademarks of Trus Joist MacMillan, a limited partnership, Boise, Idaho. Trus Joist MacMillan warrants that the sizing of its products by this software will be accomplished in accordance with Trus Joist MacMillan product design criteria as published in Dealer Products literature. Refer to those guides for installation and application information. TJXpert Software PARR LUMBER CO. Mon 7 /22/96 Version 4.30 503-531-7277 7:45 pm Residential Floor Joist Filename: MA2239K.L10 JA# 1 Glued and Nailed Decking Deflection Criteria: L/480 live, L/240 total 9.990" max. Standard loads: 40 psf live, 10 psf dead, 100% duration Non - standard Loads (Unif., Tri. & Area loads replace Standard Loads): Live Dead Type Begin End Start End Start End Duration Point(plf) 0' .00" 292 -` 66 100% Point(plf) 0' .00" 0 80 100% Point(plf) 30' 2.75" 250 49 100% Point(plf) 30' 2.75" 0 80 100% v v S A A A 16'6.38" 13'8.38" Reactions (total): 1578# 1903# 1337# Reactions (plf): Total 789 952 669 100% 578 762 493 Dead 212 191 176 Calculated Limitation Moment (Ft -lbs) 2931. 206% Shear (lbs) 701. 149% Live load Deflection .21" L/940 Total load Deflection .25" L/794 NOTE: 4% increase in bending strength taken for repetitive member use. * *, * * * * ** * * * * * *, * * * * * *+ ******************** * * * * * * * * *** * * * * * * * * * * * * * * * * * * ** 11 7/8" TJI /35DF joist 24.0" 0.C. spacing Full depth blocking may be required at 0' .0", 30' 2.8", to support point load from above. ******************************************** * * * * * ** * * * * * * * * * * * * * * * * * ** * * * ** Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Trus Joist MacMillan 1988 -1994. TJI,Microllat and Parallam are registered trademarks of Trus Joist MacMillan, a limited partnership, Boise, Idaho. Trus Joist MacMillan warrants that the sizing of its products by this software will be accomplished in accordance with Trus Joist MacMillan product design criteria as published in Dealer Products literature. Refer to those guides for installation and application information. 07/22/1996 1325 6454974 PARR LUMBER '�`''� c PAGE 04 , ,s,, TJXpert Software PARR LUMBER CO. Mon 7 Version 4.30 503 - 531 -7277 442p 7:44 pm Residential Floor Joist Filename: MA2239K.L10 JA #' Glued and Nailed Decking Deflection Criteria: L/480 live, L/240 total 9.990" Max. Standard loads: 40 psf live, 10 psf dead, 100% duration Non- standard Loads (Unif., Tri. & Area loads replace Standard Loads): Live - Dead Type Begin End Start End -Start End Duration Point(plf) 0' .00" 292 66 Point(plf) 0' .00" 100% 0 80 100% Point(plf) 36' 2 » 75" 1 0 80 100% v A A A A 16'6.38" 13'10.25" 5'10.13" Reactions (total): 1575#` 18361 1246# 502# Reactions (pif): Total 788 918 623 251 100% 575 736 524 157 Dead 213 183 100 95 Calculated Limitation Moment (Ft-lbs) ) 2785. 217% Shear (ibs) 697. 150% Live load Deflection .20" L/969 Total load Deflection .25" L/808 NOTE: 4% increase in bending strength take g g taken for repetitive member use. ******************************************** * * * * * * * * * ** ** * * * * * * * * * * * ** * * * ** 11 7/8" TJI /35DF joist 24.0" 0.C. spacing Full depth blocking may be required at 0' .0 ", 36' 2.8 ", to support point load from above. ***************************************+**** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Trus Joist MacMillan 1988 -1994. TJI,Microllam and Parallam are registered trademarks of Trus Joist MacMillan, a limited partnership, Boise, Idaho. Trus Joist MacMillan warrants that the sizing of its products by this software will be accomplished in accordance with Trus Joist MacMillan product design criteria as published in Dealer Products literature. Refer to those guides for installation and application information. o d " 1