Loading...
HomeMy WebLinkAbout066-510-019COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way. Chico — Phone: 891-27,51 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone:.872-6307 CORRECTION NOTICE. ER -g'c A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when corrRition of work is completed. If you have any question pertaining to this matter./or need additional explanation, please contact this office immediately. 4�' ( -43-re') �-737'--r 7�'- /// //j/ �' 4.c� '�L r!5;"C/ Z,/- A,\ C-4-1 Inspector j Date '6 —3-- 'E: �';z COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS, 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. It you have any question pertaining to this matte need additional explanation, please contact this office immediately. 01JAZ - ------- - - - of , Z'V 1� C1Ci;P'r'— W 2-1j— 0--7 &<ZeA2 4 1,7 u4 41,� - Inspecto Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751, 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE PERMIT NO. A routine inspe-ttion indicates that the following violations of County Ordinance exist at !�eabove address and should be corrected. Please notify this office when cq�ection of work is completed. If you have any question pertaining to this tt, � ma 7, r need additional explanation, please contact this office immediately. Inspector_ Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 4�;4 25<- 196 Memorial Way, Chico — Phone: 8911-2751-41. - 7 County Center Drive, Oroville — Phone: 5344541 —z_ Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE R z '? '? - -, A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. It you have any question pertaining to this matter, or need additional explanation, please contact thils office immediately. Inspector Date IN COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2i5l 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and -Elliott Road, Paradise — Phone: 872-2961,,Ext. 57 CORRECT.ION NOTICE 71-, 5 -,, a, j x C7 -jr,", OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. It you have any question pertaining to this matter, or need additional explanation, please contact this office Immediately. Inspector Z�U"�z &e -4e' Date I— &-4K' TO: Building Deparbment FROM: Encroachment Permit Section RE: Driveway Clearance —MMY Y / =MW Driveway permit 145'17 - signature 6,9012 - location 616 cl AP # has been issued for the above property. �C9 C aate TO: Building Department FROM: Environmental Health SUBJECT: SANITATION CLEARANCE OWNER Plans approved for: Hold final for: /o�7 LOCATION AP # Of &I Sewage Disposal Water Supply Final Clearance O.K. for: Clearance f or'—f— bedroom mab4J�a home. Other Clearance for addition of gi/, A4/t V, No in Water Supply Water Supply_ DATE DESCRIPTION: 3 9 3 16 All that certairi real property situate in the County of Butte, State q -f California, described as follows: Lot 2, as shown on that certain ' Map' entitled, "SCHOTT SUBDIVISION", which Map was filed in the office of the ' Recorder of the County of Butte, State of California,.on August 11, 1981, in Book 80 of Maps, at Pages 96, 97 and 98. EXCEPTING THEREF'ROM an undivided 33 1/3% interest in all minerals as reserved in Deed recorded in Book 743, at Page 68, official Records of Butte County. Said reservation did not include right of entry. ALSO EXCEPTING therefrom an undivided 66 2/3% interest in all minerals below a depth of 200 feet as reserved in Deed recorded January 26, 1978, in Book 2251, Page 320, -Official Records. Subject� to Covenants, Conditions and R�es�trictions recorded S.6ptember- 16, 1981, in Book 2657, Page 369, official Records. -END OF DOCUMENI, ,�.- �•,, � t. ;a _.M ��. _ ,t 'a x �►s tJBER SHALC. 8S SCF MINIMUM GAADE d' SPECIES FOR TRUSS SPANS AS .NOTED BELOW- iDouatas Fir maybe swslttuted where Hsm-Ffr a spetahed.l - - - - pExEII,u,>fpT[1'ta,W a�cw,.,.P"�yy. CHD5¢E 55 fiF If �1F_. a2 nF f_nat' PF SS t+F- kt HF 7? HF Cn� f.F 24OR F ?lnrt F 1h50 F _.1a51!_ F 1?(r0 F t.r"um+r.vrrM...wnerardM+b�+..�a..m- ?x !r -36• k.. i6 • R. -- - 36•_. R" 1 Mes„eyuan �mYmro ba�r..n`mrm :�w+.rumavt.,aaena.deyo,.o. TOP CHORD ?x 4 34• 1" =j` Q" 34' ? . �T` R• 32' 1" 3U' n" ?h' i" • 0• s" r s;o.,gwaawmetewwibsewiat31=wochcLTrwbmmchow, 23 35' 34 t" 3?' T" ::'SO' 8'' 27' 9" aL Dygn. ncwr+wbccoata.Sf--.agsarocen.y. _ _ - 0. G11bX Mt b VTSO t1l.MM17RpOrb. :BOTTOM- CHG. _ -. - � . ; " - " . w . w _ , - '�36 3 3 10 24 ... 5 T. Adquste orwq� a sMur,aQ.o - 2x 4 36 a 34. 3 2A. 4. zt,.• P 33 7 24 10 ?4 6• • Rw ' " w is kr.o�.n� vuiwdb,..v zlcd.s.. eho.n^ W Ea MEMBERS 2s4'STANDARD :OR STUD GRADE HEM-FtR. 2X3 #2 HEM-RR OR NOTED ON DESIGN-- - - - - - tu, tong tur of pow pwpwmer o arca! • A, SPA&En 24.41," n.C. 2YC STXNDAgP 04 STV;) GRAnE HE'b-FIRFnW�EF.v mv,WEus: 6.0.12 PITCH 4/3 r;fjNFIt VQATI,nA- LL+OL ON ROOF 32.6 PSF TOTAL r)ESIGt1-LOAD =1 42=0 PSF OFF PANFL 'Pnli!T SPLICE (T?) - + '5 PSF CETC ';G RE11U 2xFi: H4.0Xn.5.744 In ih` A* AYIAJ :STRESS ONLY LnAO 01)RATIn', INCREASE -- 1.15 PEAR JOINT DETAIL A" H - 16 R4.ox6.0.TDl, 36' f'" 2.0 4.0, 4 ZY4 o?.ax4.5.7?.S/4 Tli 3S` S" �`AXI�"I`A' TR.. i 4•Fr�BER' FORCES }-WEACTInh-= 1.332 2xb Ra.;nxa.S,T'46 30' 0" 2.11 4.n, 4; T' 1 -?I92 '° 1 1961 4 1 -5211 wt 2 6Z5 v 2x4 Ra.,Uira,3,;Iaa 3$'' 3" Z.n: 4.0# a PANFt; Prlw'T SPt ICE (TJ?) T 2 -18R1 R: 2 1An13 , 1 2xh Ra.>♦YF.O TS6 TO 36` BR 12 2Y;.rca-.0xII.5*.75474 3a' 3.a �+e C� 6.00 A' N7 SPLICE t?. R.f.6Y3.n.T3l1.5 In Qi.hX3.0,T31 Td 311' 0" r o..BY3'.t),T;1 TO -A' 4" 712 - 1ua yw,N 1.5^ Ml (Spl.) 771 equal Ll1SaitllT"' - EllH2_ - BJ2'. �.�.. . tuel 3 EaUAL PAPIELS BQTTOM CORD qtr>� ��''`� a _ :SPANTa6i. PAfEL P0I0 SPLICE (H,12) nntir.-FTR SPpUCE-PILAF-FIRtatruroy 2Y4 R4.AX6.O.T5t Tr) 16' R" R4.0)(4.5 Tn x7 3b` R" Qi.?.'S In 2x4 Q13'.8-X6.0.T5Q Th 3V B.R R2.4xf,5:- In 3?' b" ►ti 2Y6 ;0 TO R2.nkh.0 TO 3,1'• g" F2 ax7.'S Tt 4O SPLICE 42.4X4.5 TO 24' S" ??.4X6.'4 70 ?3' '30tat' ?X4 u2..4x6.4,T2,5/4 711 ;h' 4" P2.4x4.5 In 17.1.1'" _ orrstrt4 2Ya TO 30' n` f� 1 - D011. -IR SPR,CICE•+PINE-FIw - T45 In 36' V9 7136 < R ` "m ' 736 Tn 34:• 0! , 745 e { 1a�mw.;" T?.ri/h TO 2A' 4'{ 7O AV, 7'0 OFF PANES_ Pvt+lT SPLICE (1,2) T2.5/a Sy"mmetrical' ?X4 R'7 4Yh.4.i? 5/6 TO 3F' Rw T2. 2%Q R2e4%4.5.Tc�E/A In 3n' 0" Y Abot)t Cen'erine - . TXISWAI.Comactof1f.t R S.*eta If p um q=t:- 22 iR i It grvuai-a Mort als., and ws d,abngusf"d u k>a.l: COMM VgXCATESSE OF. 0.' ATE M MClitD<. FriF'P)O.: T 3666= 42* 'C?4) 4/3: SP Uo*e 'OAMWbyMU--ra*W-Vwfv �.ars,At"Iong: Twm s p.-.4"p>ha "t.tws.2r o.cHbw ra+nwe.. wYaER:spa,esdm.wnungrmstspa una. I M,rnVu.FWmay - JZT DATE- - P +DO t•a M p'"!;7'tat..a,.p« w n..ttY•w]r ta+Q:.T.etn w a.vra zw per nal: u .2s^a75•r: nc:+otw se i" tat, w Pseuw.gr+n wmFn,p.aLaai-. - _ �5�-ls . of 3/11/79 RN.pf.w in ce d q pew-rbr'i. h. w.or X$= mn.cw w� ftwy Mod to. w M.0 aac news m.a.d:,. tj&gk -G- k iesfes Yo go-Mock;.,w. As caws ars iaga. ' - IIEE.:'S•iu, DES:. BY: iK xK.. BY: pip,y.p:nsaw+rbekcwmtcmr�+.bt k,m aemwwq,cM. arwzi.smrns. mrjn..wewerN»alfrrwaea.iwi.er6ted. �tF«e.ax wPpf .ebas.w Le e.o.NR• Iw7&.,41R4/a1q.a'SigttOtlQ.-:t7OliPiut a TM ? 4 - - - - y .ti JA]! r CHDRDrMffOO.TAUSSES. r y T' FIFE ERECT3DN. +CLEAALT` i1RAX INTEit�OR HERRING tDCAt3QN5.<LANTILEVERS+ RN0 THE CHQRGS 1 1"�11� PAEV NT IAPAOPEA IMSTflLLitTIOE. IT I5 7HE RESPONSIHILIIT OF, IITHERS'TO ASCERTAIN TNAS TfiE a:SIGN LDiw'4 .r i UTIL.IED aN Ts1I5-DRANING HEEi" QR ETC THE ACTI�L �t� GAQS IIIPOSEu ST T '=+�0 CTiIICE ANO THE lIrt P[tif CfI11-'f./ts�2t i t[6[. �Lf. IA -8169 TRU•�7L MIEN,% CDW!Mp>-ZOM R�8[ONQDE GORPANY _ ,►4 vl.+ - LDAQS lfi!OSED'HV-INE. CO_ l HUTLDIHG CODE FzSTh:,-MCt�z IEAT "RECORDS HILLIE, M;LOLEs LLCIGI'�ctt04- 3:G5' r I-aQ . its Y.1�1: •_p •pp' ' f2'-2.00' - APR 36'- l3X OVERALL _LENGTH s ;lma 13 TRUSIIAt CONNECTOR PLATES ARE FDRA£Q FROM �`FR.ON THE flUT5IDE EIIGE3T ZFTE - „ BRIE. PLT:-PLA3E5 TQ'EII7N FRES OF TNE;.TRUSS A TSEACi��OINT?AMD"POSITIl .rLiiTE." CHDRDE+ CEHTEALTRES QF` PLFIEfi SHRtt'CO2NC]DE?I17ii-THE :1GIHTrCEIREAL&l lSl UNLESS'IIT.IERNISE NQTEII: -:tit 1Z/�L��a rHE t0P :LtfORO IS-:RSSUNEQ. TO $E '9 LL i.•+- AMD>ALY. PLP,FES FUItT-EIfEEDDEL� �rJQDO' SBC gS•si ; R TAUS'a J02NT5 SHALL 8E TIGHT HERTHIRG. THE SOTTOrt C90RO 35SUNE0'TQ'DE iBtONALL7 HRACfII 2f.'= A RIGID RDDF HE FJ SRRLEQ'.`Bt” TNE'FCOIIR DR AR7ERIRL.IE q1T RtHEII OjRECING Y!I'-QTrER CAEEE 'iNG7TOR CHDRO It;7O 5E 3JtTERRLLs _$RACEOd _Ri TG. �ROPEM REEIDUAC YI2XBT871NlO�IO1'S.i46RO'HMCC, ;&2LORRLTNQED�?RT INTERtALfi NQT EXEEEDIMG IQ J' .O C �. la R = - ST5IEK8 RAD TO PROVIDE F6R tQAO ShARING•$ETMEEN'TAU55E& . IV -C" Q.C.. fIIA.ALL FLDDR',SPANS,aVE4 `2'-0' RMQF.OA A -n• •_ �a�3` GVER 3G'-0`. RLL TRUE DES1 GNR U s A I -% IO - 9AAC3)•O' TO RESIST LATERRL; FORCES IS TG TiE `DESIGpEG HV IITHERS+ -FQN 'RDIITTIO!(AL INFQNn..T2GA CONCERIIING OESIGti ;SPECIEICAT:ON3 FOR NETAL • PLATE . QR T �,.,. CC' F0: PR9AL� _. _ _ -* BRACIKS AMD' SIRONGSRCIF .HRlDGIMG« REFER TOe PET -HO Et THE iRUSS -8L97E INSTITUTE. MHERE CffNFUS26R NAT EXIST` CuMRItk CHDRDrMffOO.TAUSSES. r y T' FIFE ERECT3DN. +CLEAALT` i1RAX INTEit�OR HERRING tDCAt3QN5.<LANTILEVERS+ RN0 THE CHQRGS 1 1"�11� PAEV NT IAPAOPEA IMSTflLLitTIOE. IT I5 7HE RESPONSIHILIIT OF, IITHERS'TO ASCERTAIN TNAS TfiE a:SIGN LDiw'4 .r i UTIL.IED aN Ts1I5-DRANING HEEi" QR ETC THE ACTI�L �t� GAQS IIIPOSEu ST T '=+�0 CTiIICE ANO THE lIrt P[tif CfI11-'f./ts�2t i t[6[. �Lf. IA -8169 TRU•�7L MIEN,% CDW!Mp>-ZOM R�8[ONQDE GORPANY _ ,►4 vl.+ - LDAQS lfi!OSED'HV-INE. CO_ l HUTLDIHG CODE FzSTh:,-MCt�z IEAT "RECORDS HILLIE, M;LOLEs LLCIGI'�ctt04- 3:G5' r I-aQ . its Y.1�1: _ _ _ ,. xar � y . . tir3r . _ _ - �� ROOM - z GENEA L: NOTESMEMBER. FORCES FRC LEFT TO RIGHT - I.D. GOND- I LUMBER SPECIFICATIONS .REACTIONS CHORD BO :OM 'CHORD WEBS' RERCTIONS 'TOP`CHOROr 111 4X2 •2 OF -L T '1- A Bi 1= -1457 It S= -1062 W '12= -1C84 (VIR 1= 1625 -- I• RPPhT'A 2X3 CR 2Xt_CONTINUO'JS Ri860N''To THE'ENOIS) OF THE TRUSS T 2= 723. B 2= -1457 W 2=- 1807 N 13 1275 (V)R.2= 1101 80TTO17 CHORD= L11 4X2 =2 NDAR AS SHOWN. T 3= 723- is 3 -357 W 3= -1510 N 14= -168 tVIR 3= S16, WEBS 4X7rSTRNDARO OR STUD OF -L = 21. NOTE MAXIMUM'1/2' GAP PERMITTED BETWEEN THE TDP CHORD T '4= 281 d 4= -281 N 4= 832 N 16= -849 14IR 1= 3 STANDARD WEB LENGTH- 3Z 14/16 INCHES BEARING FACE T:NO THE ADJACENT WES MEMBER- T 5= S10' 8 S= --1089 K S= -168 W 16= 503 STANDARD NEB ANGLES 27-L DEGREES 3• SPECIAL NEB FNDLE5 ARE INDICATED BY 'AN ASTERISK Iasi:. T 6- _ Sig, B S= -1085 W 5-- -418 W 17= -136 4. SPLICE DESIGNRT10N t T 7_ 34 B 7=: 778 N 7 91 N 18= -116 5-1r 3260 T 8= -3A B 8 1307' N 8= -28 N 19= -121 S -2s RN32ICS T 9= -121'J B 9= 731 -v, 9- -259 N 20= -166 S -3s 32135G - T 10= -120 H IO -170 N 21= S32 ' .r 3-4s RN32105 ON FLAT' T ll= -1198- W I1 656 K 22= -843 NOTE- Truss not symmetrical. 19N3210S ON SIDES: - - T 12= -1178 K 23= -79 - S -5t 321350 ON FLAT 1 13= 0 Install in acmrdancevitll design - 2460 ON SIDES 3-6s 32[36G ON FLAT LIVE: LORD 40.0'!.0-F• F i' RN32105 ON SIDES DEAD LOAD 10.0' F.0 -F. i • 15F8' Not USED PER SECT301 4.2=3.2 � Cit �C�L�QiIS. S -7t 321350 ON FLAT CEILING G•L. P OF THE'NDS- P 3;1350 ON SIDES(75575-7 REOUiRE A 4X2X! N0. 2 BLOCK. TOTAL 55:0 P -3.P DEFLECTION CRITERIA+ LL360 IV180 CRNY•1 C��+i`''� S LICES S. 3-5, $ A i p(� C J - Q S �F THE SAME SPECIES AS THE CHORD t1AT_RtSt,• i •0�3 OURATfDN O�yq HIGHER. SPL(CE�HUMBERS.MRT BE SUbbI1,7vr$0 FOR 'OWER SPLICE rr.. NUMBERS AT THE FABRICATOR'S OPTIVA. EXRVI-111r S -S MRT BE. - SUBSTITUTED FOR 5-�4 1 �� �/ 4' - If TOP CHORD MAT BE' SPLICED (S-1 IF NOT OTHERNISEt IWD(CFTEDI ANY- � 5� �'� �i �L/ �! WHERE. EXCEPT IN CENTER THREE Olt 1;N0 PANELS UNLESS OTHERWISE a fj% NOTED- BOTTOM CHORD MAY BE SPLICED ONLY. IN PANELS 'SHOHN. - 6. FOR SP.SIG USIGW VALUES REFER TO I.C.B•C. RESEARCH REPORT •1607 yt / mil wit { a C OF GpjiY._ i_ r r r -_- OO. 01 - Sq O O O to O m m m .. c m m m- m Q m t o o o b t ...m a - ,... a.. ... Oi• N C3 - Nr D co N 'O '� N O 'N. 18.00` 0 tit urt to vt o cli.r• r •r WILDING DERA AE'_ 3.50 31'-D.O" OVERALL LENGTH _ PLAT (31DE:- 3?ACING DATE TRUSHAL fONNEC70R PLATES ARE:FORRc`� SROM I6. 78 AND FO-C:IOQ Y.OT-01PPc'D GALVRNI?EO PRIMEQUAL17YSTEEL. R-5OOG UOC 1$.00''" id a'. APPLY PLRIES TO 807H FRCES OF THE'frUSS AT EACH JO.HT RHO POSITION 118 FROM ZNE_0U76IIIE$DGES OF THE CHORDS. tENTEaLIN E6 OF PLATES SH.t'L [IIINCIOE N17H THE OOIM7 CENTERLINES Ri UNLESS OTHERWISE NOTED:' ALL TRUSS JOINTS SHRLL 6E TIGHT AND ALL PLRTES FULLY EMBEDOEO•, 714E TOP CHORD IS "RSSURED, TO -BE 'LRTERALLI BRACED Bt THE FLOOR OR ROOF 6HEATIiIN6. TWE 8OT70M YHORD IS,ASSUMED 70.8E LATERRLL7 8RAC£O,3F R -,;,'RIGID CEILING MA7ERIRL Ifi ATTACHEG Oli;ECTLT IN''07HER CASES. THE BOTTOM CHORD IS TO -;BE to?EAALLI BRACED i.AT INTERVALS NUT EXCEEDING, 10'-0'O.C. .TO OP.MPEN RESIDUAL YISR�A710N. WHICH, IS_ COMMON TO. RLL i`�RAMING 3 SYSTEMS. AND TO PROVIDE FOR' LOAD SHaRINO BETWEEN TRUHSE67 21ifi.STRONG6RCR' 'BRIDGING, IS RECOMMEidED: AT . R��RTUS DEQ iG!!!\\ 30'-0- O.C..rOA FILL FLOOR fil'flN5 OVER 12i' -O- 'AND' IS'; -O' 0•[. FOR ALL -:ROOF SPANS OYER.._ 15 .?'�. Ail ' T WRL BRACING TO RESIST LA?ERPL'FDRCES IS ER 70 OESIGNEII St OTHERS. FOR RDOSTIONAL '7NFORMRTIOIt Cfil'ii,ERNINO,� BRACSVG AND -SIR ONGBACM. L.IIOO7ND. REFER 701 OESILiY SPECIFICATIONS FOR METAL tLATE. CONNEC7ED_­ at1RALLEt C40RD HOOD TRUSSES. PCT -60. BY THE TRUSS PLATE INSTITUTE.,. WHERE CONFUSION MAY EXIST F[t . CfTI(=Yl12 16-iL-dS-i ail ItL'f� I' C ' `'CONCERRiA'"'PRD►ER FISL0:ERECIIOH. CLEARLY MARK 1NTERICRBEARING LOCATIONS:CANTILEVERS. THE'CHOROS OF '-?t Fi�58'-,TDSY TEMS PREVENT 7MPROPER;INSTRLLATIOH., I1 IfiTH&RESPONSIBILITY OF OTHERS 7O ASCERTAIN' -THAT THF tE�!,. 2000 CUAA-81701 TRU5NRL ST9TEns�CORDATDIA 9Lomo COMPANYUTILIZED 0k THIS CRRWIY6 MEET OR EXCEED THE tL1E ; s� _ -LIVE LORIIS INFUSED'. THE LUUL.BUILDING ,CODE OR H1370KICRL`LLIMR7IC'RECORDS.. Z7 11I1? IE M.;i.Ot_ES r F w- OVERALL SPAN' IT IS THE RESPOSSIBILIIT' KEVINMUN:+S �9 ' OTHERS TO 95CERTeIH THRT THE LORDS UT IT THE STRUCTURE RHO THE 'LIVE LOADS' IDS. NO -RESPONSIBILITY IS ASSUMED ICRTICH. CONNECTOR PLATES 5110144 RAE TR w17it THE-GUALITT CONTROL MANUAL- ;IF ILL FQAELS tIOT S?ECIFICALLT DESIGNATE .RRL SRRCIIM, REOUiRED OF iH02YIDURt.SA CHDRO IC BE CONTINUOUSLY' USEED B2 S riOIRECTLY TO THE,SOTTDY CHORD. 17 SV TRUSSES RPE CRUTIONED TO -•EEK PROFESSIC IUIREO -0 PREVERT TOPPLING RNO -DO"] IONS (Tt`IJ`. WHERE CCNFUSICN HRT E) UNG LOCATIONS. C.ANTILEVER6. AND THE C 'nNOT - rnun[rrTTnp�P1 IN ANY c1Rno%l ON�EXI IMP CRHBE ON THIS DESIGN BEET CC EXCEED INE D By THE LOCAL BUILDING CODE OR: TMENSIONRL RCCURPCT.-VERIFT RLL. TB. 18. OR 20 GAGE PS SPECIFIED'- RUSS PLATE INSTITUTE CTPII AND ThE TO. BE EOURLLT DIYIUED. a 2ENOTE5- EMBERS -.IS NOTED ON THIS ORPNING. I* WILEES OTHERUISE STRTEO. UhERE - BRR:EO RTNTERtRLS nOT EYCEEDI.Nrr VICE.RE6RRDING-TERFORP.RY- ERECTION -noir sun until TAUSSES r ih. Yr ��r crv�cn�c r. •... �.. __ - __ X... _ .I -Z-z 1 OC 36�>'"- { 2 i• r es:a.�s - �^aears�.'.��"��`•�ra.n..+a�+rs..rrrax - s!...a�aa�.o �:�i.�.s:in�...siw�.:w.a.�+ur: «.�`r O;V _ �iitiS SPcttFCCRFsOti§ r : K"SER FORCES F'ROr LEFT TO RECfiT=: r �� - TOP C`yOF.O BOTTOM CVOFa REBS" REACTIONS Q�� TOP C W.0 1Y6 - =�- v T E- � 577 a, 1= 42V N 1= -368 Ft 5= 4103 REACFEOt: 0 8 "1_= E2EL. tr� U SELsSMk DF-L..�' T'2 -4 5- 8 2- :itt H 2 993'- N Sc -86`3 R! iACTEOH o E B=. t281 C0 SEL=$TR- OF-L T 3 3n:l R 3- 2ELT 11 3'= -520: N 7 - t6Zt - T 4 -5;41, 8= ' 61�'_' fi :t= 8C7 H' 8= -370 Q@ J y SOT„C►:4a0"sX° �S£C -ST1 - iiEPi-F1R T' Hca g 7SZi: EFp�»i!!�r FIRER EWD tt'2 i117' rC'4 i 7 1 3.11mr-t Z-02^:F ! 3-llHFz Z-020- 6 KESS rx4 - � flxfr.-RO Oct STUOf DFr TRU LrAIntNa MOI 1) +E[L Its :5. 2X:4. s2' GF-L_ LL.DLOi% ►OP' CmoitQ =- 304. PSF 1 �L3iTiIi'� xS; R'S^.3� `s£fi E3 .! t7E = - RL 'O3 C,`i, E'Q^r = 1 pAP. 31 w x ilt Pl.�Stl2t t.0110- _ _ "�F _L i[ _ ? i T-0 T4i(EN*" OF.Y S;Atit'? � ~ [ �i3TE'' �+at CFITER t !. VLECES RT tib IV .S ECTM= ENDD'rJ« ,ENS: 2fTtEL, 'n3{�S[ TEg� c. . tJ E 7. F: ATE IROTA7290, 4-m- THIS 246024 4060(S ) (08301:N,ALT STUB c2 tzLATES, FN $ .. 2445”D X-20]48�26 z. c: d . ,f ��.�4EW MW Pf IN MIS ,36.1 - 2q.- VERRLL '8PflNv El ,iT' i8 IRE F.£So'IIR5Ttll:ilt of :9TH£TtS to Ask-TVAIR THAT TRE LCACS UT1112M 04 IMIG Gf47CR ' €ZLEFQ 2x£ =s_ g LMMS tIMSE4 IST HE XTR 3U7l�fi ..A!* TW LIVE OROS 1"OSEC EI 114E LL'*,AL EUILEIITNi TLCs: CSR.J560(11 -. use - 24.0[1 .._._ i2l..9�88 - - HISTORICAL CLInATICKE_tYi7R. he -91ESF t9vTl T IS. AsSuWS -FC. AlrC4SIEWiC� R$CUPAC7s VER7IIIEu5lo", PpilaR ja "dAl[A2S'$a1... Tm%tr-TOR #': AM 3r1.WIt ANE TFsi3+=fit TB- Id. Vis" :II CALE� p8_vii[R.IGQETO+r-.,i.;ALT::.:wty itj7ti ?RL-t3Kjj_t C1aiTACL A4w;'$,- Of- IKE. WIS FttATE 3MSMUTE x1ru wa, :K-- T6ZiStt1+'. TdESrigc 3lP iq3SDIMEO- �:.ofuzi€S L� . �, SPECIAL: CUT:W*. r"LT IMAM SRACM $EWJIT EC! Af 'V0lv'* Fe�L. _TR'd:b: NC7E'3 Gi TTtIS IIR` ' r arslax we:�•Y'.t£8'.tk¢ Tel- C3t M to, E* CMxtRtiCa:Ci;3Lt RS`-XV) ST "EAtk"ii> . $¢YC �2 3tA71E[' R J _ :. V:: 1g(-3.1[TviB£EIE..I3ti fZ..'i1+..J£D: 9114=CILi -Tel. 'E bi�R W4;.."..Aflr II.:.+L - h?�ey2 �Y 3 R�1 CE.,Oi r' I itf`-tT'. _ 7E%e:'Y€S £Ncr-T.'J- TRMSISS PR4 E .iTILY'clg. IR EV.ly FRWES lonst AiFIJU, t. 0mr, it df otl ' "- SRACiIFS k!#JCK kS ALMRri a.ESu�AsST 3Q 'MlitKT lWFLI%* "a ':C141NQt1�tr a �£##{x 'TP '6APe> iTir II 37i33sszSt _-. " - -,_F -- '4-.•�.�� R L CCi:Sb£0imllI.:iTA+'I RCt'L*sti"ili.'.RTi,'>,4` ITtII. � El"t UuflstCl Tr+�' E.Y€31 f#*':*`!63 r-.tn.1FETi f7EL's L�t�.IT-4. Qs�/_�`"(` tom` �EAALT tkieti. itrtI>ts? E€A7ff3v_ Lewis,Ys`..L:4tlLii"�=,kbQ t�it3+� Ci it'{ ate# Istr;FFtv�at i�At�rt� _. s. s- " � SYS S i Ek] V 1u»TFL=&STG: a 25tia N 3+ siL4 �7 %' [tA1:tFC T� Ut Exv.AULIEV-1 it+.1x o 1tT r 3!- .e 3� .�SiSi PrE C:Xn2 fi: cC. 8C::: tem- 0 AA-.--83785- ss"Rt}�af 31S/Eft Qali?Ft3Ii?CR. A Sat^ Cik:Pilif nQ IY��+:c$� i'ST s?�DfCT L is t CFlX* C,{VR [t1++E ►E ii i3sliYt L iSF:2F. ki�U'+F£C±53" 1. JS SL3t -. .....-.. -. - _ N'4ICI?83 �!'°�•i�P.Tl , nr e94"EP;fI�__ � i+1tQIFON I� iitlT ^<. 7•FE *x+:EE bf` x>,rrtSJttii.Ti •wrr•.Fs.�..r�.�Ys.+jar+at.v�'4>�+r+..t.l:.Nrrg4.+a�.aes..3o.::5.-P.r...a �-s �-+ e•.wws+.....++h .�=� ...� r E. • LUMBER SPEcIFICRTION3 MEMBER'FORCM FROM LEFT, RIGHT - LD- GHESs-.t T - REACTIONS TOP CHORD, III 4XZ -I DF -L GE NOTES TOP CHORD BOTTOM CHORD _ 0 I i R I_ 931 T is t436 H' C_ 0 N I_ 16 67 H f�_ -105 IYift 2= 931 BOTTOM CHORD: [1J Esst 4X2 STANDRRl7 CFI STUD''DF-L T 2= L436- B' 2- 2637 N 2- 161 H 12- Zo-4,' (HIR I= 0' STAND L. tiO-E MAXIMU'4' T/2" GAP PERTIITTED'HETN�'4` ttlE TOP CHORD T 3= -353S` B' 3= 4071 N 4= - = _ STANDARD NEB LENGTH, 32 I4l16 INCHES S�ARING FACE END TYE AD;3ACEWT NEB`MEt�ER' 4071 N ,5= 1025 N 14= - HES -3536 B 4= 4303 N t_ -I37F N 13a !66 STRN6ARD NEB RNOLE, 27,1 DEGREES 2- P IT3t hcB Ai4r.LES ARE: Ii�3ZCATED'iiT AN ASTERISK Is T., T 6 - -4303 H 5 _ -165 N I5= 1025' RECO..IMENOED CAMBER 3/Ifi INCHES wESIG8AT10Nsr T 6 -4303 9` 6= 2637 N 6- - 3230`' T 7c -4303 B 7 O N 7= -610 H 16= -1371 -- A1�i32TA5 T B -3536- N 8= 264 H 17 Ci67 a 9tS-G T 9= -3536 H 9= -f(18 H 16= 32105'ON FLA: H 19= -924 R4-Y°0's ON SIDES. T 10= -1436- S�5'r 3 i35G ON FLAT T Liz -I436�G C �.� �D�t���� 2rv4 ON ,SIDE: LiYE COAD .• 45-0 P•¢ -P- I-1SF3 USED PER SECTION �-2.3.2 S -6r-. Z€� !!m FLAT LEAD COAG 10-0 P-b•f: OF' THE NOS'- � • C C fy 1 Rff3�IiiS O'1 SIOES CEILING O•L.• 5-0 P-54" DEFLECTION CRITERIOSi: L/360 S=?€ 321iia UK. FLAT — -gip--3.- `EY =fCc'5 S tI 5 , C SIOES,iD; S-7' REQUIRE A` 4X2XI4':: NO • 2 BLOCK TOTAL /_� "_� 1,00' DUP.RTIOA".'f'"'FOR OF, pe SAdE, --CIES AS' THE CHOk¢ MATERIAL- of- J HTGHE4 SPLICE NUMBERS MAT BE SUBSTITUTED FGR LANER SPCIGE 4 !. NUMBER.SPL C E fRHR1:4T3%'S OPTION- EXAnPLE= S=S MAY HE N; •{} �j SUHSTLTUiED FOR'S 4 4. 0�5 SOP' CIiORD MOT. BE: SPLICED.C5-1 IF' NDT RNELSHUNE SS OTH:RWI, F_ WHERE EXCEPT'IN'CENTER TYRES OR; ENO PANELS. UNLESS OTHERWISE NOTEDw SOTTO,:° CHOW MAY BE SPLICED AJNLT. IN PANELS' SHONtF� i. FM BASIC DESIGN'VLUES REFER T4 RESZARCH REPORT I•C•8.0. .16017. i�T�T Cly OF cim, _ ■ o a in m n C) m i m C3 m t v H o cv m o, av cz ca m LD U3 m v 9�{ N - N �'� - Oft co C., DEPAM-Ar u%j LU 3-5D APP R 2f1-00' OVERALL -LENGTH ' ,. TRUSNAL CONNECTOR PLATES ARE FORMED FROM IS- 18 .JAIDT 0Np GAGE 05IHOT SONII/8� FROMATHELOUTSIDE QUALITY A`EST'.81: THE PL4T6. CODE ?Ac1110 DATE APiLT PLRIES TO 80TH FACES OF THE TRU CHORDS. CENIERLINES_OF PLATES SMALL COINCIDE WITH THE JOINT CENTERLIN 5'+ UNLESS GIHE,NilI6E NOTED. RLL -'^' 'b''-�OF� L�i?C•. t2+ires - - - TRUSS JdIN75.SHACL BE TIGHT ANG RCL PLATES FULLY EMBE00ED. THE TOP CHORD: 15 ASSUMED 7II 0E LATERRCLS uss"' 1 - ' ORACEO:H7HTHE FLOOR OR ROOF SHEATH THE BOTTOM CHORD IS A65UHEO TO BE LATEABE RLLT BRACED IF A RIGID CEILIiiG pATERIAL I5 RNGR QEDOOIROECCTL7�o �MPENERE570UAL VIBRATION- CWHICaRON STSG COMMOAER7OtiRLL RR RRKIAT IN7ERYALS NOT'EXCCEDI BRIDGING IS RECOMMENDED AT R -- - SYSTEMS. AND To PROVIDE FOR :LOAD sMARING BETWEEN TRUSSES. 2XS-BIRONALL p NG 30 -0 0•C. FOR ALL FL IL SPANS OYERTO28E�DESIGNED50T�OTHEAS• FOR �R001710NpL5P1NF0�OMKECTEOC�PRAeIISL {�EI� _ L ,:� 15RRCING TO RESIST LATERAL FORCES IS y BRACING ANO`STFlONG3ACR BaleGING. AEF£R TO, DESIGN SPECIFICRTIONS FOR METAL PLR7E CHORD HOOD 7AUSSES. PCT -R0. BI'TNE TRt155 PLATE INSTITUTE-. NHERE'tdNFUS16N HE CHORDS CF; ESNG PROPER FIELR.EnEET1UH• CLEARLY MAAM INTERIOR.BEARING LOCATIONS+ CAN71LEVERS. ANO TUE C:!THAT OF TUE TRUSS TO p,E'(.NT ICTIOPER:;NSTALLAI70H:- IT .IS THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE-IOESIGN. LORDS L,�'= SYSTEMS - AIS 1.4 m EE fII.[� Ftx--la=ss-Leal, rte• r A-810.98 iR095iRL:9T9TENS CCaPCAATTON'. R.3IONODE COMPPNY ll IZE,DlPQSEDH87 THEuLOCAC BUILdINGCCOOEEO TOA HISTOR7CRL�GL�MATIC„RECOROS'T THE 57AUC7UAE ANO THE LIVE ` I -OS 1 I (INI _ S kiLi1E MALOLES ----