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HomeMy WebLinkAbout017-100-031�.�- r -. _ _, >� _ - '�, • s I \ ^ ,'�"`� 41���'Y!A 1.�V. r � _ ^�� � �a.cs'° ✓ ya..sY'. . .�T+� ' R r j'�. Ltf1i3ER x SHALLREL)F'31fSIMINtcm,,m&+SPECTFFORTRUSSSPANSASNOTMBELOW: (Doudi%Fir maybe -bzri.utc4wherrH4tri-FirltWtIfted.l"C ORD 3s.S SELSTR. DMS- NTO ot S. Na: t DNS. No.?Nd. 2 Na3. SEL. No. T No, s ` R DOUG -FIE t%Etlf..flR IIEl.i-nFr EIEYt-FIR 1404 -FIR Ift-f-FIR Ii:lg !I. rT BACF� >;`-4" FRONt FI`D, ll'A�.L -. SIZE- N -IV -.FIR' Dciuc_FTIt tY JC•tTR DOtiG FSR DpuC•FC I tIIP5 a2-$4 SPACED 2--0" O.n;. TOP-CHG I Si02TOtf CPO r y 2.1 Na, ,HE\E-FIR craEnoted r.;Fitet..t 94olt 1302#'. NOTES. i 290 _: ;Stbtaeizg„terc ozzyardp�smaneat; torzesit[ y LORDING DIAGRAM 'o -.d o � `-, i I t Yauzzt;lotc� to Tu gni aadpraved`Sgazhets LI. + DT,`iloof = 32 ps£ �`t 3 • DLACelling'. =1Q 1ssE Z nradngatMaxt-W-sY-a wc,.TOT Cazdartdi2` a'B�nom,Ciar&unrfetsoriierwizcrpxiied. 15pn inarease ht allowable unit 1,Cs cca ctc usfat :T zctabush t rr I`. stresses used f'or sFior duration loading. 3?' -Q" Gtear Shan {-a psi ceilingload reduction' t T -A r for flip i!1 only}: 1 _ t ry _ AL FORCE ksSn r:arEr - Et �_ 1-lip.41 only- Two complete trusses required« jota together with: 16d nails at 12tr0. C. staggered throughout. Hipsmember truss as shown.. 4 Single f'r9tF t #2-# Hip! #4. V -0 -Typical: 2x4: stud with` Hip n3 R-2 -4x6,' R-4. &x9'. s zE1 12. u 4- or higher u R-4.OxT.5 Hip i1 3 a N 2x '— a p 6•t -2- 11-4x: 6.1�4tr 1J4j - `E OF turn - t !2 = 15r-10lr lglax. Syas:tretrica} About Centerli na- rAVBf..H TO t/4tt t r _ 4, zRtsveALCONNECTORS rra3-g.weoto..�owuryI20r"tsgz# c,--od"-ty-1-0,.�mt•wux"da.tctw�.r: POS=Ntt+e:=..a.0Vwtwiccatodanbant+osctt sand _ TRU WAL ANAHEIM Fi�NO 85-31 - 4 42 � Iwc,twgPr.Sr rkftr..tnow.a:i .72 r:at bn�7satntnwncneDly.eDrta�ar.10'�25 ociiof.ssr•nlus sotuaeenteMncutodr.neEavteslewavbtimv�.asraw6 t DETROI.� '. .. •n; �,.,. "Du P-- ., o.c.t.d byMf,&-D'j,[A1.v �Pqp �JS'aR.M7'b�g, Trnu�.�rrteta Tf ac, wnlho7w Mn.a90'..(I mo Sn Ih-t. VGri504- 4"SQE OF PLATE IN 1NCi1ES 1E �L'hl EL. ttodel2n I.7 r•r.-AV►`GSlaolw2nwsCrcrec,'R"Eicwmwi:w;in...lC"rSt'.wnp.4.s:1--av-nan=two p«nn..r>S'..75"oc,Hd.s ni iR R.r•, iSWt:'G".c�+s�ra�a. stoow.e%C+tomsi3 20 q.- 'f' {'Ti.i� 1 I3li�` Ret»R-S 15-__ Dex By T.c By 1 P1iS..wsrr.P.c al9 spomnn.Ro cw ettewry ttwe'row Orta. zawlwba �.m ms ttFn �asC bvpnvxlSfNt lV-8.Q Aird±60'7. siv?=tsS. - — _ �. . _ ar _ s� 'a s . 1 x-+�ti+._ it S4+il 9E '�F ati'n�R�Lu...GaaCE d 5?=_CiES FOP TRUSS SPANS AS N-0TE2 BEYOW MOLMs as Fn nav srs.r"t�t�.^tee wear twm-F'u 3 roc l - - - - w tE r..t �T nF r2. FiF- -ftJri 7�F : -ZIIA�: F ?in(. 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" 2XF, iru:Q-+4..5,7�R In 'i4' V, iXTA1 *iStP SS rt`LY Lrl&n tt.tJPATM*- 'TUCREASE = 1.15 ZE46 OET4TL ►^. H' iri'. rt" 2,T;C,tP, t3 ?Y4: �..-y'J. S.T.?.jzt :f.rr+ i. •:. "u"7171I•hh'. 7gdISS: 41F4.9 t:N FJl•t C.Q.S. REdi�TTCd- 1332' - 2.r' a. or -d T I -? qZ n, i lq,61 `% '1 .524. 675. II.OPVVE 7 jAL Ti£ c`13?1 T 2 -IAAI It :2 Jr.16 J' �i 12 2Ya Qa.CiXa.5.,T9AT0 IS' 3` 4"x1 SFLICF = ? F2. •`S 6V3.00T'3/1"5 TtI i5' P"' # L; hx3.G-T31 Tr1 trt' Til is" bli , < 1 e�sa �{T act°a' '+•u c^', ' F eysrzl •c' . i�15=- �' - � .� -7LZ of e� �4t• - d AL M >r =7870 8< Y E i � 81 - - — - - • M�str�w _ - 8.:2 .._.. - -- 'SPAttTL=f:' :p • €';�#, " � �... `�'i+ - it a:_ .. FAT -EL FTt3hT SALSCE iti:T2i - 2Xc-. rR4.RXb,.i7.TSA Tt1 3h'• A' 4a.+1X II, in 36' A' 6i.?X:.5 gra aa,8x6.D.T5Q Tn 30- ^• R2.4r7.15 TT? 3?' b' wiz 5 1. �T{ '3I'= 7 R3.IIiF,.J. 70 31:.. Qw P2 AXJ"G' TO Zl 7• i m) ;en, ict i?_.-+Y'XII"5'::. TO 24- S' a ? ae,n:f1 SL�t3r ,3.: �•' dry �- ;)Yac2,QxTa.A.I2a`JIn 7I1' 14' rw p'_ 4X4 5 8470 I7.1I`u aozr 21ra tt2.aX4,5 F2.'5/6 74,301 rr notir-FIR V3 PRICE PI -E!, T45 TO 36*' 9"a Ta!! Tib, Ttt, 34" 4` TA 1 TLl 35 'A CrIAL TO 2A'' 9- ll 6 s ii 3I°' 7" .}FF P. -Ar -EL Pal4t SPLICE 047) T2.47r+ TD Iq' 3' 72.5/6 TO 2A' 5' .,� T2.s/L IC ;IT'tr' lac R,7,atta.'S r2.5ra,_ TO 3n' u' _ isout T ,� tRutwr• co.a,t,^.aar t waw a �.. win<:a vers w +t ow�w +ew..r ..:.. a�F.e ..,or,.: aars woscA� WE ac ►uTt d sr<,wt / - T '36-6y' 47it f7,41 IIl3. $p h�yra�'t):awmo.aati,)1".t,arv�a 7won,n prF.ed as os tnr.e;Sa2s�e.c „ocean rfrs. u-+6ER:'Sn_sn.eew.n.n prae.a vaesa.°u.a.(on+paaFr.+tY:RUS.' l mss± Ra--+.cr,4n.1.""-t.�2`°to'R�ii�aiw�rrr w'ro �r lva a[,�"'.3"aL hn►, av inha Lr aas,rtac r+we,Y.nirs,p.hq �• mr �q� na, F sma to<+cara Qr P.A.v.t: R t �i �t aiii"i5 T1 cc 5 -'lb -TIS ccs. st< 7,c ec.er_ fnsAu-G-.«,.:ngi`stoe+u..a.Au en...n - ►eat7iO�wo.nr.rr�ecarsss°e+rnuu.�ra. vsf�.c»ower.o....,ne�orao..r�pna..r,".,. u.wa.+e+.�rncnC' tear u.e dzr�•w.s.so iLpO RA.ISW and AFif.Q. d51gi'1Otl@Lb(%Oany r 3��'`S4'�C.TxtGRAO_&-.GF£Q.FOFGTzjzq lth5AS3SO:Ri9ELOW (Douctarf�rmsw6eseib {taicd'+hve1icm-FL ts:�eelfied':j i3 F SET T�O36`-8� .� s:sTfi , s' s:a_ Dxs_ 1•c:Z bO t R bcnTc Ftx SKr octXQ. 3 ssr>t:,a- t o z lliF £1 SET BACKS"-0" FROM E:Z; ctLL. f f rx��i f]?' tsl_C.Ft 10-Fl?' HRS-FI?f HRt-F{R liiaS-ftR' tint'f7P IlTrs ��-is SPACED 2-6- C_ 3.'..a CHtis, y _ 596f'S96 5360 =tet ♦„;_vCt r ,cs �'>�` c'i! RI3 rs'!i:tz t*�.Y-F1Y' 'Zvi to I Imt-rm may nnrcd •+n letitsf .. 1004> # LOADINGDJACRA:i est }' % = .-- sc:eais[ LL � ISL/Roof = 32 Iisf 6 r 5 � 3�.2 � b • i` } tz__.sx .. a . +r r:if-•cdiadprrv[CeGS� ochas. i LJCElIIns = SO. p5f %( a t 1SI increase'Srt allow blr unit { h z� t E-LSs--'asi:rz:s�-tcsa:3rxaPa.xXcr.:xersiiiss.'=�`c�G:To�:., _ e - ! Cara:ss>r_•-a-sao:na;mv taces~cpxfsie tresses trend €ar3tortdvrtioalosdln , -- �!S^ x3Y�2:42iafirlA .T3f1U�ff€g. s p gsf cei In .losid :-dretiott 35`-0•` C7cat S arx 'taker. for, Bip fl o,rr 11.4OOEi 7 Q r 4 '•J90O!T R39OaT'! pyC 4 11,650!C 1C, :: p = oaTy -Two c�rrstilete'tru3`scs equ£red. Joinz 756 C togetherwith :16d' hails at IZfio L staggered throtz t. gg �ou zi'i^s� £2-&5Single-nember trt!,FEGes as Sh if. 10000 y >t 4 PffS- 2x=5tud Frith \, Fiip � Y _ 2t_d`rZ'yptcaT �.ats.� t ' R-? 2x2: htp t 1 F i JA-2. jlx6� R`-4. Qx14 6 Hip #2-15 ..._ 12 t' 4. or hither � Y �• FzXWE" Block g moi• rs s+ Q..' F � ii"#�r10_` Flip ._3. k Ri 4x7.5 Hip $2-IS arc Wi "r'%2. R- 6xi5t1�I $ip-2-�ix9�411 x tQ� E,_Qei r Br_4 Max. Sym net-ical About Centerliae 77 iavtcur>r c assr•r, y..,,•�k .a•ri«i:a..euv� f o� eawcf.+i,.a«.e.r.o+M+�a•+a -*; ro�rx+o.c. ,+.ae+rrase.eav,r„+aa�w: TRLfSVAIAL ltP«`.+;?Elr`.! _ xr< S-f 36 - C -� 424 sI-"•” ter ..... zt.;.: ci..•cai�err>,...zrer+r-.a=.rt-raaf.»m..e+.e.-erib..eac.xro�+•e..-.Mn. .+Fj-.e... ,.e++-.�... 1 t}�TFsC?T fft_.2V.,•c-iow.7...».t*vhPdrar.r_.•�t±�+.�s+s+.4 srhw,a....-.,r+... n+c:s zv;,wrxl<sts[a�"svrt.w�r_rEi.. R O N C-.► " .- sem•;-:rri.... ��. � a,.Lt-�.eruM�r_•+•.�'i:lar.-d:c«}ain...t¢'r.�'ie�a l+rn?.•«nna..er.ea••ad..w_tS'.as"e.ei+eee+n.:�e w.. ISO, aifow.d aero--n r.7n pa. _ AI—LA PRF: Def—kv"' cS Ck. H%: - .� t_;F•... e•r.ncar. .yCacr»rtr«..r.F .r i.�..d Mf..fws�.YMWer+•+fi •' rifnsYaC �"�1?�+•+s.ir:.iCII4 m••N'4is.a Ni .'.'Jn � .a =C11— OF UWJ YUU GRADE A SPEC7£S FOR TPIRAS SPANS AS NOTED BELOW7Fa me. m sue+atvua .nxs !f■+" -Fn r to■at.eG}CMD5¢E S C R n - 3 i 't: R n F rn F 0 I so C_. Fy..�rm -2. w44" Fl*. • • < < 'x • e e _ - . R ■:.. • -� 6 TAI 'f i' :a 6 r' .• - . p. ♦ . • a6 r 1 '■ 2. ,L• a.• 1 • �6 ♦ 6■ 3' a'w 34': $� ia'1 3' 32' .1�` . 30 27 + p' S w fA�a.r.�Pr e�ap. r.0. �i�' bsi t�l�0■. biaes+fian00w�p'aflf. b.1.FT17t���pGOI.- DGnDt.F >- a A • - • .6 T'r 4■ 1' �: �a+ ■. 4 •, n• 4;• a. _ .. a■ ♦ .:�s :. _ - ,x _• a S a Td�otoo.e.■rnc■r -,. . - ♦ ■ - • '■ • ■ `i.fiem'rat srnt waroctz. ,.. _. :. `Ra•mi> T'Ca r■ebea'C �.rr40 w•fto.R: YVE&:MEMBERS 2" STAWAVID OR.STUD GRAM 'MEb+WLba.2..PO"'MORASNOTED:ON'.DE96N- - -. ,>�:t°'Q�aVmwpromlo <b°"°• - ;2x4 5T N- OARU 04 S7W) GRADE NE'4-FIR FOR *EP MEMBERS SPAR{ To 481 .8' ,SPACED 2c.0' O.C. • 1 L�►TERtL. 8RAC1vD RE©ICI4ED FnP taAfi s 24* b.`0=12 pXTC►1 Glc i0NF7GURtTIfll7 :) 2 LATERAL,RRACrV S REOUTRED FAIR SPAN > 45'U -+DL ON gVnF = 32.0 PSF - DL nh CEILIk6 = 10-0 PSF • TOTAL DESIGN LGAO 42.0 PSF 4, OFF PANEL P079T'SPLICE {T2) * 5 PSF CEILING REDUCTINJ TAKEN, - £ 2Xb Ra.O%6.0,j4b-� TO 48' 8-*XXAL STRESS ONLY 216 Ra,0Y4.5,T44 TO 42R 0" LOAD DURST.IC)N INCREASE 1.,15 QF. AR 30INT DETAIL A:"P.` ' 2xs F`tx,8zT.5.T53 48' 8' 3..5 p}4.8, 2141 R2.414.5.TZ 5/4 TV 35' k'" y=xIyuM TRUSS' mtE "SER Fv�rt ES REACTION- 1776 ex kc.°8Yh.0rT56 42'' 0" 2.0 14.8, S 2)t6 84.0%6.4,746 36= 8" 2.,0 4.0f 4 T I —29'.4 8 I 26bP w 1 1?4 a 2' —496 }Ya Gti„ rjX4.5,Ta4 35' 6' 1.:5 a.0.: 4 PANEL POINT SPLICE IJ2) T 2 -1981 B 2 2660' a `_ 1617 B, aik R3.2xa.5,T34 24' 0. 1.5 3.2. 3 2X6 p5rhx7.5,T5@ To 4A*R, # - 2X6 R4,.Rx6.@rTSh TO 42' 0" 12 2x4 rra.0xa.5+,T54T0 35• .6. 's.00 A. VP SOLItE 72 TO _401• 8a Rf,414„ 5,T2.5/a Tt7 az• 0-: 82.4X3.0,72.5/4 T4 30' 0" T±2 Fr fir) 1� �T-5" AliliJ(�;`,.,r�F�� � !' k �' :H S.C. 3 :��A+ �:�rs A.a t t 82 7 1 � - = �� Bi 070 6 - - j •, ! - Biz - SPAN To 42 81 .41 - PANEL POINT SPLICE (013) P•n.EL POJNT SPLICE OQ27 X10UG-FIR SPa„CE-PIKE-FSR R4.t1X7.5.T58 TO 44' 8” Cr3=2Ya) 84.8X7.5,758 TO 4A' 4" v3.2X7.5 TO 48' 8' R5»6X6.0 TC aP' t!' Ra.tiYb.Ci•T56 Tin 36' A'f"3=214) c4.6Yb.0,T5b 'TO GI' 0• R3,216,0 TD -02' 1" Ra.nxl:.> 70 47' 8" iY4:.i t{ Ctr"7Sa TCI: 3n' 0, 82.:4"17.5 TO 31'',11' N3 2X?, R TO a2' Q'.A } r No SPLICE 42.4x6.0 i0 31 3" R3 7x7:.5 Tia 38 a ti NO S` .E a3 t3.297.5j72.5/8 TO A8' 9`1*3=2x4)_ PC.F13.(v T31 Tn 48' "' R2.ax4.5 t0 24 a 3.2x6..0 tD 3C� ii2.4X7..5.T2.5/8 Tfs 42' 0'(►j?=?xaj' - DOUG -FIR SPRUCE- INE_-FIR^�. T87' TCI n8' A' 756 : Tfi6, ;. nc' AV 7Gi�i Ta a�i.i 2a - taS To 37' 3" Tab Ats'at+ OFF PANEL POINT SPLICE 02) .. Tab. TO 33' 5" Tay 5' Nara 93.216.0•T36 To 4A' Al` T2.:7'n T'n 28' 0' 3b 'TO 3:'€�t" tier Syrry niow A2. az 6.0, T?..516 T 36' '9" ": ' About R2>aYh.4rTia T'0 30' Sk• - �� � ���` � ' C,ef t ne _ r- anc to Pi tpr�i.tr l r -se r sms++�+a .r e�o.,r. l""AICOeFtEL-mm T ww_ a /ws+► Cw=1�rA7E SM OF:suTE w X9=1. A2* L2a) plst +.27f-�.e era.:< rrA...�r��+..uTo T..w..rvrc�.e r•zsmr..,cec►ew..b4,., uasEsa�e.a�..,A..■v.�.a�.v.....■ramva�+s.+r y,TL• a�le�aq%o�"R"p so r.wpr.eia. .t¢.]Z'v ,.. Tom r v..s+.0." r. am ^r'� 75'�ac ►o. i..,it a.owure.sw. Mw. F,. yr +7d] r ,�=--�.i�7i.7�am a 4/19/74 S F w�.arha�esa.� wrTo I.-Ww��..osrr,.-Taara.aaew..ab..aw..c rss.t.Brie.sra■ruvsaesc`.�.Aroee.is•iup - - ' — -'S`-15-78' DE1.'Rl'. TK CJC IT. ; w p:rr..saie.aaaeteows..aw..rro�.o.enw.. �aor, p.oa rei..ruwr.ea■r...ro .rae.ce..v�•'+R•:::rs t,CD.O-f�irtem.ni wesaat:. a. stgrlOM Z=Mn R�SOaa: CME UK C1ND 4.�' 9 Q.G• DATE, 4/20/97- -' � RL �C^ V T M.�` aJ i 1 �l {aJ tAU*sWK{, 9Y9TEn9: ;COFPOPRCiDk #t 9IUNDDE t:DR7ANv -,_ LUMBER SPEC IFICATIGRS MEMBER FORCES FROM LEFT WRECK-- - ]' -r:} 3$'. - - + TOP CHORD 2X6 a2 HEM -FIR TOP CY.ORO BOTTOM CHW T t=-17175 B 1= I.S854 N 1= NESS REACTIONS $856-N 5- 12554 REACTION,c S 1= 6948 r r ,a2 DF -L T 2= 15854 B 2= 22541 N.2= -7669 N 6 '-8575 REACTION e S 6= 8866 'COhPLET.E =2 DF -L. T 3=-2254t B 3= 22459 N 3= 3136 'N 7- '6219 3" 'TRUSSES REOUIREDI 8QT'CHQRD 2%8 T 4=-16726 8 4_ 22459 K 4= T S_-18120 8 'S= 16726 94 BEARING AREA REWT ISO IN) CONNECTION REOUtREMENTS . Tx- ISO NAILS STAGGERED. AT 1 0.t SEL-STR- DF -L SEL.STR. DF -L 90HF.95OF BEARING Ly i I6 T.O - SEARING o 6 21-90HF114.19OF S.C. ir 60`NAILS STAGGERED.AT 3' O . WEBS- 2X4 STANDAR- OR ITU- OF -I *EBS `160NAILS RT 12` O.C. THROUGHOUT PLUM IS FOR R-SDOd"SERIES / F GIRDER. LOADING ICON t.; _ LL*I=L ON TOP ;CHORD 6O.O ?LF 25' 0' GIRDER LL -OL ON BOTTOM CHORD = 22-0 PLF NOTE. -LOCATE CHORD INTER -PANEL SPLICES AT 1f5' PANEL LENGTH/-- 6 INCHES. TOTAL LORD '= LOADING AOGIT104ALUNIF: 82.0+ PLF ,� T -cc��iriJr Tt VERT 71,41 7t.DLL) VERT £D.01 0>OtLI PLF FF PLF FR O.L- TO 25.0` • • CC' ilMlfr Ti GO1C- TC VER. 3E8-01 396.OLL 165 AT DIST• S.7•t6.2, � Ty CONCz TC VER" 388-01 35E.OLLi LBS AT DEST 18.2• { %.k •ef } UNiFs BC VERT 22=0:1 O-OLL3 PLF FR 0.0 TO 25-3'' t UNEr- 8C VERT ,S60.0t D-OLL) PLF FR 8,C TO 25.0' Lu i t_% COIIC�- 8C VEP.; 2E53.%t O-OLLI LOAD DUTCATiLN iNCREAS= LBS AT DIST E -p' = 1.15 f 11 , tl` N{'i.1a3Ud5 r�. 1 4 R 3I `5S. • j`3 a` ., _F,( 5475 t� 6475 SSS- 150 56150 s 2430 2450 7290 7290 3275?2' RN64! 2fl (S) s, t R�SOaa: CME UK C1ND 4.�' 9 Q.G• DATE, 4/20/97- -' � RL �C^ V T M.�` aJ i 1 �l {aJ tAU*sWK{, 9Y9TEn9: ;COFPOPRCiDk #t 9IUNDDE t:DR7ANv -,_ V IE THE REb°ONSIBIL1TT OF WHERE TV ASCE) TAIK ?"RI THE LDRIIS DTI11iEII i1% TH]S Df51GN 'nEE- OR 'EXCEED THE ACTUAL DEA3 LOADS IMPOSED HY INE 'STRUC URE AND THE 'LIVE 10RDS IttP05ED :BT THE LDS BUILDING-CODE'DR 4ISIOPICAL tLI"RIl: iRECORDS. 11D RESPOMSIBILITT 35 --ASSURED FOR -DIMENSIONAL RCCURAL7-. 'IfElkifl RLL PRIOR ;D �FASRIERTION. CDANfCIOK'PLRTE5 SHINK PRE TRUSHAL IS. IB. OR 2D Dk:{ AS :SPfCIFIfD.' F14HRICR!IDN SHALL un"pit R;TH THE -QUALITY tDNTROL MANUAL- Of IME TRUSS PLATE 11-5T1101E TIP.II. An TY,t IFUSHAL. lilmsc ll ltANJAL. ALL PANELS NOT SPE_IFItALLT'ZESIMPIEO ARE TD BE lOtIrALtY DIVIDED. a 'BENDIfB� SPEt]AL Cll?iING+. CULT LA?ERAL "SRALIUG- RtCUIRED TIF INDIVIDUAL 3RUSS "EMBERS IS No ]AL THJS'DRAN1+iL.; 1H?S DEEIGtc iISSUMES "THE TDP CHORD III, 6E. CONTINUOUSLY BRACED 8T',SMERIY.ING -UNLESS DIHERN1Sf 67RTE0. UR�R . NO. 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