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HomeMy WebLinkAbout043-270-0037 7i, ri i 001, 60. 00 Or I �W­g 71 J, 8 A:� 10" I �- n, Ii7 r A % T :A, 7 M 7, i9, t �e A%O,� t 4. to� A V 0 Note. 14 h a Iii I pon oAr , bo -6 ol the tu 'Pip. 0 U i ot 0i Ions be� poVide 0h4 C04 or 0 of C as or rj` ai� :huto 0 , L b the dllitOct­ be i-Mpson str-Ptlgr- ap a WWI rovd OquiAl. ot)io too, f NO, stall Ate th,eY not a LO oto 4P a ta oth r shall inembers $hall not e, noJ,,. Wood.. st-ru ual led or n 1 hown" or as 4,or the j 1-. ding by the. ArO�te,�t Nailz'fo' be done Ittless spe,cif ied jt ard r0dl,A� d(?=on, witi �A k;L. aod, shOill OT, ith the otherwise. 'be, vor;L ai t. 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' Safety Glaze 1 �sl Ail d, 011— bAtYR 10 t� �.�. r �..Y' � Tq f'••%�. �� � 1- �� r , p r 'w �" � : A, E k 1. • - :" '.. ,,a "t' i pp .lFa, r *p:f t� w Ll; x e_�Rlr TO yp I -. <:,,. .axaa:. a.� - .1 I4«ir�4+E »r.:w,,..�•-r»<w iiw "? ti:�r . k a: �h , rf ar:A, d• ..`"" ""t t C7 ffr ! .•.jjj'�- \ 1{{ 'tA'.... d'!.y' 6 :,. _ 11M' , v wr.!I - ,1 ,:. .- ti A coo tai � � _ e, � � �. J azrab-v iet�I. F. ,...,nn .-:n:..:.:, _,-Y.e :sr. ..., «,,...,.. y..,i'.C. ,,. wn•iuu+r:*W� ... a,-�: x L� � �. 'F✓: .' 04 � , � w+ S.I d # •I � � . 1 err + , «.., �w �- ..�.. ,.+PK GVii; jmm V7 ., 49 a it : t 0 ,ie.:: rw, op -1 1 d/". A erAY MIIM HAFT P ANQ JOIST SPANS SPACEf) rin" ( _ LIHIiINf. C`HITENI`At T_31, R-1. 6x3 ----- <= 1.25, (FOR CEILT'MG JOIST RF=1.0. C4T=1.0) s DL>-=.S+LL , -� any Pitch (see chart). SLOPES44:12 SLOPES>-4:12 ALL SLOPES CEILING JOIST ---- •;EF :W=LL W=LL W=LL+X*DL W=LL ;84*E*l - nEF<=L/?40 DEF<.L/180 OFF-L/180 DEF==L/240 l T-32, R-1. fix3 PROPERTIFS::' n� 2x4, 2X6, 5=7.563, I-20..;97 t ' P.F=1.15 , K=1. t -------"--- ------- --- ------'---------:----------------------- RAFTER ------------- ---RAFTER RAFTER CELLI.NG see chart for maximum spars and SLnPE<4112 -LOPE>=4:1:2 JOIST respective lumber grades, LIVE InAn c= > ?O,OPSF 20.0PSF 20.00SF 16.OPSF 16.OPSF 16.OPSF 10,0PSF 2x4 stud with T-31, R-1. 6x3 DEAD LOAD ____> B.OPSF 15.OPSF 20.OPSF 7;.OPSF 14.OPSF 1,9.9PSF 5.:OPSF (not required if top chord supported) TOTAL, LOAD _^_> 26.:OPSF 35.OPSF 40.OPSF 23.'OPSF 30.OPSF 35.OPSF 15_.OPSF _- - , .._ plates sized for handling only ;and .may be SIZE GRADE E F8 rep aced with any egtta fastener 2X4 SS OF 1.8 2100 - 8' I" 7; 5" 7► 1'r yi 8" 7+10° 7' 5° •. 14' 30 2X4 a1 OF 1.8 1750 A" 1" 7' S" 7' 1"- 9' 9" 7110" 7' otnegc� 2X4 9f OF 1.7 1450 80 on 7 3" 7' 0" 9i 9; 7+ 80 7' 3" 9'11• �SlE DF "'t.-1 *- 't Sc 2X4 CON ,OF 1.5 1-050 y 5 h 8 6 2 8 2 7 2 6 8 8 5 t_ i 2X4 93' OF 1.5 800 -b,- 6" 5' .9a 5F. 5" 7, 2° -6# 3« 58_44 _ ;_� Sq �� q�' !'_ 5;�. 2X4 STUDOF 1.5 800 6r 6" 5' 9" gr 5" 7. '2" 6i 3" 5. So 7, 5" : sr��t�F° r J . C oen• 7 3�: p p 2X4 IT'D OF 1.5 600 St 7" c;r on 4• 8" 6i 2" r>+ 5" S• 0" 6' S. °r="�:A% /F,CIA 2 x 4 SS PF: 1.5,'1650 7, 8" -7; 0" 6'-8"- Qi "- 71. 4" 7' 0" 2X4 41 HF 1.5 1400 7' 8" 7' 0'" 6' 8° 9; 1" 7' 4`" 7' 0 9' 8" t�CusoCf, oa�sessay ,.o T 2X4 =2 HF 1 .4 115A 7' '6 F' l0" b i h" 8 ► i " 7' P" 6' 10" 8' 10" �o a y10 W' "o si wi sCOss.¢ 2Xa CON HF 1.2 825 b,..l" 5'11" 5� 6p- ?� 3" �! u'" Si11■ 7f-6a _ ��nso6 - o 2X4 X3 HF 1.2' 650' 5',10" 5' 3" 4011' 6' 5" 5• 8p S+ 3" 6v 8• �', Fo o csaw aA 2X4 STUGHF 1.2 650 5' 10" 5' 3N 4 i 110 6' 5" S' 8" 5i 3� 6# 8" foc 2Xa STDNF 1.2 a75 5, 0'° 4• 6x -4 .54 - -5r �---- 1;;v: -q+-b■ r,. 8" .. r 2X6 5S OF l,A 1R00 12' 9" 11fl" 11;' 2" 15' 2" 12' 3K i`fi 8" 16' 1" tpfl `orcaitss,a*k 2X6 7f-6F 1.8 1500 12' 7' 11' P" 11' 2" 157?° 12' 3" ' 11' 8' 15'11" 2x6 x2 n 1,7 :1250 1Z- :0 11' 5" 10-1 A" 14 0" 12' 0" 11' S" 14• 6" ��"• �= ".,• 2x6 93 OF 1.5 725 9' 8"P' 8" $' i ° 10' .A" 9 4" 8' 8" 11' '01: 2Y6STiIp�.F 1.9 7ZS 9, 8" 8r '8" 8' 1" 10 $«` 9' a" 5. 8"' 11,' 0" 2x6 SS HF 1.5 1400 12' 0" li' 0" 10' 6;■ 14, 3". 11i 7" 1,1, n• 1.5• x c� 2Xb a1 HF 1.5 1200 12' 0" 11' 0" 10' 511 13' 9" 11' 7" 11' 0" 14' 2" 2X6 W2 HF 1.4 '1001) 11' '5" 10' Pr 9'' 6■ 121 7° 11 ` 9`" 10t 2° 13' 0" 2X6 k3' HF' 1,? 575' 8r ,R" 7• 4" 7, 3°' 9. 6■ $` 4a 7' 4* 9'1O" S.niiG' 2x6 STt!DF+FUM COUNTY :�" �.� 1.2 575 8. R" 7, 9" 7' 3"' 9x 64 8. 4i0 7i 9v 9,"10" o BUILDING DEP��T�' ��J��'►�'`r*1 r f EJ 'vA?IAALE C1/U CSI=I.25 APPROVE 8/22/77 LL DEF=L/240,L/1Rn e S-25-9 ofwr- RAFSPAN.CT8t977 UMBER: SPECIFICATIONS' • MEMBER FORCES FRC?t LUT TO P(OHT: SEL.ST T.OP CHORD 2X4': R• HE?t-FIR' TOP CHORD BOT4586CHORNE89 REACTIONS -5t2?' B L4585 W t= 189! W 4 -1300 REACTION g t= 3125 T t- tr ■I OF-L T'2= -34478 2= 4585 W 2= -t955 W 5-- 1020 REACTION 0 5= 2873 ■t. DF-! T 3= -3447 B 37z4082 W 3= 2849 BEARtNt� AREA REO `D 190 IH) t6T' CHORD 2X8' ■t 104FIR T 4= -4584 B 4= 4082' BEARING o' t 7 72HF/ 5.000E QR�FESQ/pN �l�y at. 0-1_ BEARING D 5 7.098F/ 4.80DF �� 'N• ri�� ■L OF-L`c WEBS. 2X4 STANDARD.'OR, STUD: DF-L GIRDER' LOADING ICCdi' tI . ,.E.WEB allIS 2X4 CONSTR•DF 4 ; LL+DL ON TOP CHORD = -5Z-O PLF ON BOTTOM CHORD = PLF PLATING• iS FCR; R-SOCL, sERtES /"'OF TOTAL ZZ.O TOTATtSL LOAD = ZZL•O rCT �, M0. 304 k����, a' 24` Q'' GIROER `TRUSS_SUPPORTtNG--SPANS. TG' ti'--0- CDNCi BC' dERADDITIONAL LO DL LBS AT PANEL F0t4T 2' +J�,��C CtiG\*NG ' - LOKI DURATION ,INCREASE = t.•25 IF Of CAt1f��- _NOTES LX4 -T' BRACE STIFFENER- WAILED FLAT'' TD EDGE OF WEB- WITH 80 NAILS AT' V O C. • 0R R SCAEr> DE SRt;E, DEJIL SOtT AkD. CItADE A& WEE- �ZLED TO FROG OF WEB W[ r N_ -IOD" NRtLS"iT - .C-"STRGGERD• WHERE ENGS- CATED BY >�] SCAB DR -T- BRACE TO-EX- TEkD'FOR wt DF WE$- E►_�ss'H. 4•�,•0w cS��'•(i" * R - PLATE ROTR E0 40 DEG— 4880 4060: 4080 t5,- s LL20T6;( t2 7210 * .` 72150' t:WEDGE >326 d 3'26t? BE 4 E Oil 7290 3275 t1 _ 327$' 7290(5)i BIL[LDf 'L1 I" I� �ME _ _ l - �71-6 .._ -. APPROVED 24'70.0", OVERALL SPAN fill a fLeTTE LO f.'✓ BRIE IT IS'THE RESPONSIBILITY OF OTHERS TD ASCER79IN''T7+?T THE LORDS UTILIZED ON 19 DESIGN MEET OR EXCEED THE LORDS IMPO6EO ST THE STRJCIURE AND THi L1YE LORDS 'IMPOSED BY THE + LO BUILDING LODE OR Q i '°JrQ�Q -. t7SC 4/ZZ/H@ RCTUNL NISTORICRI DEAD: CLIMATIC RECORDS- 90 RESPONSIBILITY YS ASSUMED FOR DIMENSIONAL , ACCURACY- VERIFY ALL FABRICATION. CO9NECTOR PLATES LSD N ARE TRUSNAL IS, 1B. OR 20 GAGE AS NZ 01JENSIONS PRIOR TO 31ANDITH� FRSRICRTION SHAL{_ COMPLY' WITH THE, 'OURLJTY CONTROL h3NUAL" OF THE TRUSS F`RTE INETIJUIE (TPIl AND THE MIGRATED ARE TD BE EQUALLY DIVIDED. A DENOTED -' R., hl F TCS D G�! TRUSWAL T ` RU w TRUSCOri. MANUAL- ALL PANELS M07 SPECIFICRLLT SPECIAL .-CUTTING. ONLY LATERAL BRACING- REQUIRHpO OF INOIViOURL TEUSS MEMBERS IB NOTED ON THIS DRSHM - THIB'OESI�N-ASSUMES!THE TOP tMORO TO BE NENBDiT01Y( CHORD 1TTTSHFLL�DENHRRCEDsp7 INTERYBLSS�OTEEXCEEDIM6 NG RIGID tE3L1NG IS APPLIED DIRECTLY TO e ERECTING TRUSSES ARE O'SO SEEN PROFESSIONAL ADVICE aRp70 —B TEMPORARY ERECTION �- I0'-0-. PERSONS _ REQUIRED TO- PREYENT'TOPPLING AND 'GOriINDING". REFER 70 BRRCINGk000IRUSSEjo PREVENT . - - - - +1 G : _ � T M Et S SYSTEMS Y S ORRCING WHICH ISRLNpTS COMMENTARY, AND RECOMMENDATIONS- (TPI I:- WHERE CONFUSION` riRT EXIST COPCERNING PROPER FIELD ERECTIO CCERAL( MARK INTERIOR ,BEF.,ING LOCFT10N5. LRNTILEYERSr AHD TH= CHORDS OF THE TRUSS TO PREVENT IMPROP SKRLL NOT BE PLACED ANT EN`!IROHMENT'�HRT WILL CAUSE THEOF T FILE.- g{g; 3Y. r - _lZtJ<�. g: 683..7:- - �f V 1 7ROS33iC.-$Y31f71S':�7APOR;~ION A-gIONODE COMPANY ,lUGIC1OUS .IN iHSTRLLATIOH:- TRUSSES -,1STURE-CONTENT WOOD TO EXCEED' 19X AND/OR CRUSE CONNECTOP PLATE CORROSION'- CAMBER. WHEN NECESSARY.. 7S BEST OETERF3NEQ APPLICATION DF EXPERIENCE aND: THEREFORE IS. OUTSIDE THF-�'_DPE.OF RESPONSIBILITYOF TRUSNR LONGFELLOW LIME 42715 - i^tet •' - e c a . CATIONS ??EMBER,F3RCES.FROM LEFT TO RIGHT 1' r LUMBER 3PECIFE r TOP-CHOttD SOTTON CHORD NESS REACTIONS Cop CHORD 2X8 :2 met-FE_K T ►_- -2735 8 t= 2448 R t 443 W'4= -334 REACTION a 1_ 1443 s2. DF L. Tr 3= 4 -2448 8 59 2?35 8 5_, 2498 R 3= -634 tt4 H 5= 443 REACTION a 5=£ 1443 `IN3 Q�IUtE$i/� >: BEAREKS AREA R-0 0 13`0 SOY CHORQ 2X4` s2 HEM-FIR:, BEARING O t 5.56HF/ 2 3dOF �9f CONSTR- OF-L. BEARING e 5 3.58HF/ 2.31DF ,`'C� JEW. GRFe c^y CONSTR. OF-L, TR€t33' LOAOtHG IClah 0- wE88 2=4 STANDARD OR STUD: OF-L LL*DL ON TOP CHORD = 26.0 'PSF �< z PLATIN) M FOR R-500x, SERIES♦ OF DL ON CEILING = tt-2 M' , TOTAL DESIGN LOAD = -37-2- ASF ~' O!'HEO TRUSS FOR` SET= BACIC AOGLT[ONAL LORf;LN& 'DE - 32.5LL1 PSF F:t ?.O TO 15.Q *1l fNG\���, ilitfr: ;C VERT 32. S. ? O� F?Ot1� E:ttD FtfdL' �• NOTE LOCATE INFER-PANEL AT`t/5 CONCi TC VERT 384-01' 364.OLL) LBS AT PANEL POINT 2 SPLICES- PANEL LENGTHY-� C!✓CE :� FROEI CONCt TC YERT 384.Ot 364-OLLI LBS AT MNEL POINT 4 Lids F CAL{f���, EETHER- END O. i� E PANEL Il.'s�ICATED LOAD. uURA?;QN INCREASE: 1..25- . - - 7 _011 TY-011 f r 8"/ 5 4875 t2 12 —6 8 - i ._ .....— 32? t� � 2445 S2�5 BU I'm "O N Ws oa3o (N8), _ - 4860(S) BVILD[�S*,[G DETARTIVEI I t 151a Af If P D 22'-O.0'' OVERALL SPAN !ERIE: StRGUW3 DATE- TS 'THE REEPONSI91LITT Of DTNEXS TD ASCERTAIN THAT THE LIIA05 UTILTZEE C71'TKIT DESIGN MEET :'i N EEDCOD THE Q v RCTURL-u=--= 'LORDS IMF06ED BY THE lTf.nJC7URE AND THE LITE LOADS IMPIIXED By THE 'LOCM 9UYLDII�G CIIC[ OR g-$Q©(} (jQt;..DQ Q.Cs x/`22/$8 HISTORICAL iiTn»TIS RECppRp9. ND AE6POxbI9It]TT ]SS 'AIIUN[Q FO 0j2�LN170NA� ACLUAACY• .T�xJFT O1R£Wf10N2< PRIOR: Td PA@tICATICM. CONNECT OR.FLATE6 bMORK ARE TAUS RL 19. TB. OX '20 GAGE x5 EPECIF]ED. l 0111EMCAIIDN IORIt COxFLT Wr THE 'DUALITY ttDNTt66 nA_NUg^LL DFF' 1M TRUDB P�LppTE 1N&TITUTE CTP31 AND THE FABRITRUSNRL TRUSCOM MANUAL.: ALL lANEio. MDT SPECIfICN:11;0E8YG:ATED ASE TO 9E EDUALLT DIVIDED. • DENOTES t �. ! 1, i SPECIAL L1ITTING. ONLY LA?ALL PAMZiI ,'xL"•��IREO'�Of NDIYYDUAL TRUSS xETBERB II NOTED ON' T».B D4ANIN6. i SKS 14'Si iT ,fi THIS DESIGN ASSUMES ES APPLTOP IED CHORD BEII QmTI BCTT R :' BRACED BY eRRCES3HTOIHERNIlSAELISTATED- WHERE t _� a i„ i:i i< Si 1 NO R7G7a C N , a• sarlCE+AxOixa tExTORaxTRECt1 or 1 PERSONS ERECTING TRUSSES ARE CAUTIONED .SEEK TROfEl6z�. ____ _�er,ra ARY' xlllEsbl l 1 I• a,.e SAfiLIND WHICH I6 ALNA55'REDUIIRED 70 PREVENT Ir/?L11x4 AND 'OOM1xCTM5�• xrrce r..--.- - _ —__ M SRACINOAWH AND RECOMAENOAT10A8' (TPI 1. AHERE_CONFUSIONMAY EXIST CONCERMIN4 PROPER FIELD •EAECTIOx'Pf -- - - - - .TEM� CLERKLY MARK ,INTERIOR - BEARING LOCATIONS. r' OiTILEVER{ i AND 7N' CHOR09 OF THE Tom TII PAEVE'AT IRP�/E1i _ S 1 V M _ IN6TALLAT!09.:. TRUSSES SHALL NGT BE PLACED-IN ANY ENViRCNREAT HAT WILL. CAUSE THE MOISTURE CONTENT-0 TW F1CL� Tri-22-6:3d>r Rff� A 6J83G WOOD TO EXCEED 19% AND/O4 CRUSE COMMEC70R PLATE COSAOS1Ox CRRSEA. IKEN NCCEIZAxT, 19 BEST 'DETERMINED k; TRUSNAL 9TSToF CORPORATtOx' R SIGAOCE COMPANY JUDICIOUS PPPLICATION OF EXPEAIEK-E AND 7HEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY' OF TRUBML. . - LONGFELLIYA LUM13€'C27I0>' '� — LUMBER SPECIFICATIOtd MEMBER FORCES FROM LEFT TO RIOT, - 2X8 e2 HEM -FIR: TOP CHORD BOTTOM CHGr.D WEBS REACTIONS :OP CHORDT t_ -1208 -8 t_ 1080 it 1= -279 N 3= 382:, REACTION a l= 744 m2 HEM - 02 OF -L T2= -t0SO B 2= 731 N 2 382 N 4= -279 REACTION o 5= 744 - T 3= -10SO 8 3= 1080 ROfES31p T 4= -120i Loam SPECIFICATIONS }l�nBElt �3 FROM LEFT TO RIGHT: TOP` CHQAD" 2X8' s2 tIc31=F[R TOP' CHORD OOTTOM CHt WEBS REACTIONS T t= -t5tt 8 1- 1351. W 1=: -335 }t' 8- 29k REACTION' • 1a 985 ` •2' DF-t:. _ T 2c -t35t B 2= 741 N 2= 785 Ii 9- -88Z REACTION s 92 87t vZ OF=L T 3=, 914 8 3= 74t A 3=' 125 WIO= 1074 REACTION,• t2= 3029 T 4=: 914 8 A 416 a 4 -2QSt Nlld -2038: REACTION` s 15= 2182 f�QFE$3/a BOT` CHdRO 2XS :2: HEM-FI _. T 5= -85t B` S= 4L5 k S-- -882 P-12= 1253 T 8� -SSE 8 8= 21L £d S_ _1858 WL3= --8301 BEARING AREA REQ'O 130 IN) 44� OF s =l T ?= 783 8 7- -2tt N 7= 131 8EARtNG d I 2.39HF/ 1..S5DF WESS 2X4 ST,t`3.-D— 18. STUD QF-t - Rte -853 B 8= 783; BEARIyG b 9 I.SSHF/ 1.070P _ PLATtNCc 13 FW, K-5000 SERIES >'DF_ SEARING g 12 7.48HF/ 44SOF -t BEAR(XG a 15 5.34HF/ 3.480F' t i4` 0� iiEP TRUSS F0R`3ET OACE I TRUSS LOADING tC" ON -TOP CHORD 28.0 PSF .OF 8£ V- FROM ENG WALL -L=QL DL. ON CEILING = 13..i FSF NOTES LOCATE ENTER-PANEL SPLIC€g AT t/5 TOTAL DESIGN LORD = 39.I.PSt' PANEL LENGTH f! B INCHES FROM AOOIT[ONAL. OAO[NG LRtit - EiTRER..END OF THE PANEL INDICATED• r� UNI TC 'VERT 42.21 42.2LL) PV FR 8.5 TO S5-5' I;sTE= W Ci ATIN:JUt13 LATERAL.`BRACENI CONC= TC VERs 552-SE 552.5LLi IBS AL Pf,EL POINT 3 CONCs .TC. VERT 552.5( 552.5LL} LES AT PHNLL POINT 8 ATTACHED' TII' WEB W-HIU 1NDECA.TEO t3T'_ £:I-• _ . _ LOAD DURATION INCREASE ' = t .2S BUTTE COUNTY BUILDING DEPA,RTMEiNm I- -4875-I'S.) -� 4860 - 14960: E 83Q 2t?C 2490 O83Q 2i?5 ,(��' y iQB 8,.1 - er (S) 9245 2465_ 0&30 (NS}:2490 f - 0830 rr 2475 (NS)tB30 23tS 3245 7290 (S) 72'90(S) k 44'-0.0OVERALL . SPAN PLAT COP .- BRIE _ - _ IT IB THE RESPONSIBILITY OF 07HEPZ TO ASCERTRIN THAT THE $..CROS UTILIZED ON THIS DE57L7f.KEET DR t_�CE£:f THE RC7UAL D£AO.LORDS IMPOGED BY THE STRLETURE RRO THE LIVI! LORDS IMPOSED BT THE LOCAL BUILOM,COCE OR �, _,cDQD bl: 'Z '•DQE (}.C. 4/2I/,s6' MI5TOR11CAL_ CLIMATIC RECORDS. NO RESP04SIBILITT 15 ATSI�MEE0 FOR DIMENSIONAL RCCURACT. Yi71FT ALL DIAENS10KS PRIOR 70 FABRICATION, CONNECIDA PL�TE6 SHOW( pRE TRUSNAL IS- IS- OR 20 GADS RO S^ECIFIEOc FABRICAT70N SHALL CDRPLT WITH THE 'OU2LITY C097RRpL MAN7Rtt 13F THE TRUSS PLATT INSYITUTE ZIP11.AND THE RLL 0?316NAtEp ARE -TO RE EQUALLY DIVIDED. +: CEN4IES C TRUSNAL 7AUSCOri MANUAL. ALL PANELS NOT SPECIFIC BRACING B REOUVRED OF INDItIOURB TRUSS MEMBERS I3 rfOTEC ON THIS ORRNING. +� SPECIAL LOTTING. OH THE rT 7N73 DESIGN ASSUMES THE TOP CHORD TO SE\LONTPJCUS T SRF EO BY BdEATHIK6 UNCE55 OTHERNISE STATED. EWERE 91m ```: �.�aN Na ND-RIGID-CEILING IS APPLIED OIRECTLI TO THE 0077 h CHOFJ, IT SHALL BE BRACED.RT INTERYRLS NOT EXCE£D1KD !!! ii �E ARE CAUTIONED TDD §EEK FROPEBBIONRI AOYICE REGARDING TEMPORART" ERcCT]pN N /: T U 'R,&— iii ;. IO'-,0'. PERSONS'ERECTIRL_TRUSSES i ; '{ 3iaRCINO UMICH 15 ALWAYS AtOUIREO 70 PREVENT 70PPL1ND ANC 'WMINOING', REFER 70 "BRACING WOOD TRUSSESI C� �{ CORM! TART AND RECOMOEN_CRTIONS" CTP"s1. WHERE. CONFUSION' MY, EXIST,CDRCERNING .PROPER FIELD ER£CTIDN. + SYS��i,S ^LLHRLT MFRK INJERIOR. BEARING IOCNTIONB. CANTILEVERS,. AND THE CHOR75 OF 7*-- 4035 70 PREVENT IMPMOPEA F, SYSTEMS IKE COM7EN7'OF IKE - ` '.- - s G. INSIALLRT70N- TRUSSES SHALL NOT 9E PLACED IN BUT ENVIRONMENT THAT MILL CAUSE MOISTURE FILES _ t3tl-t7•t5•i2-d- !<fFo "COO TO EXCEED IBX'ANO/OA ZAUSE'CONNEC70R PLRTE tORROSIDN. rAMBER. WHEN XECESSARY- IS BEST DETERMINED ST A-605826 TRUBNAL STBTEri9, CORPOR..T10N A BTONOOE-COMPANl. 13 OUTSIDE THE BCD?- OF OF TRUS+NIL- JUDICIOUS,APPLICATS09 OF EXP£P,7ENCE AND..THEREPORE- .RESPONSIBILITY. _ - LOIfdFMOW LIME 428042, W o� LUMBER SPECIFICATIONS MEMBER FORCES FROM LEFT TO RIGHTS TOP CHOW) BOTTOM CHORD WEBS REACTIONS TOP CHORD 2X6 s2 HEM -FIR T t= -3253 B t,. '29tO H 1= Ut k 4_ -625° REACTION 01= 3721 s2'DF-L T 2= -29tO B 2= 3427 N 2 -625 N.5= 501 REACTION o 5= '1721 -2 DF -L T 3= -29tO B 3= 3427 N 3 127 Q `c5s� T 4 -3253 B t29tO BEARING AREA REQ'D (SQ [[N) QR 0 BOT CHORD 2X4 -t H& -FIR- - - BEARING 0 1 4.25HF/ 2. SOF E1;� s2 OF -L BEARING o 5 425HF/ 2.75DF s2 :OF --L TRUSS LOADING ICON l J� C� WEBS 2X4 STANDARD OR STUD'DF-L, LL*DL ON TOP CHORD = 26.0:PSF' + PLATING IS FOR R-5000 SERIES /:OF DL ON CEILING = t2.5 P'F TOTAL DESIGN LOAD = 38.5.PSF • ^' - OAF8' 0' FROMSENDOWALLT BACK _ ADD!TtONAL LOADING cry 8 304 � UNIF: TC VERT Q:;.Ot 39.OLL) PSF FR 8.0 TO 16.0'- ` NOTE: LOCATE INTER -PANEL SPLICES AT 1/5 COR:` TC VERT 485.3( 485.3LL) LBS AT PANEL POINT 2 �f7 r ENGA �P PANEL LENGTH «7- 8 INCHES FROM CONC? TCL - VERTD485.3t 48S.3LL) URATION INCREASE LBS PANEL POINT 4 l£ �f CdU�d�� EITHER END OF THE PANEL INDICATED. cat' r aC 4890° 2475 47890 t2' t2 ' BUTTE COUNTY - 7It 0830 (NS) 2445 x275 BUILDING DTPA.R:) .TMEN 1 3275 2445 4860(S) f..A P P R 0 VE 24`-0.0- OVERALL SPAN (LATE R06 IMPOSED 8Y_iHE 7 5 ET THE LOCAL�BUI.,OING CODE r CODE SFC DRE IT IS THE RESPONSIBILITY OF OTHERS TO RSCER7RIN THAT THE LORDS 411LIZED ON TtiIB DESI61t'MEET a!t EXCEED THE 4/22/86 LORDS LFD OSE DR Q UBC 24•DO" O•G• HIS70R'CRL LO 1 Ptl. O 7RUCTUAc ANO THE LIVE R-sDO�i HISTORICAL CLIMATIC RECOftppS� H AESiCl lBRILLITY IS ABBURED FOR D RENSIORRL ACCURACY- 7EAIF7 ALL - DIMENSIONS PRIOR 10 FASRICRTION.. CONNECOR PLATES SHOi.N ARS 7RU6NAL 38..38. OR 20 OROS ?R3 SFECIFIEO. FRORIC971ON SHALL -COMPLY WITH THE-OURL"TY CONTROL MANUAL— OF THE TRUSS 'PLATE INSTITUTE ITPII RHO THE YRUSNRL TRUSCOM °MANUAL. ALL PANELS 'NOpT, SPECIFICGLLY 4ESION87EO'ARE TO BE EQUALLY OZYIDEQ. - • DENOTES: THISlOE67GNtASSUMESHTHEtTOP CH RRATUN E' -CON INIEIOUSl73NBRACEDA31 SHEATHING UNLESS$OTHERHISE E ATED &R1NtHE E R ' ADVTRUS DESIGNRUSDp NR RIGID,CEILING 1S 'fiPPLIEO DiREtTiT TU THE BOTTOR CHORD. 11 SHALL BE BRRCEDiAT'INifRYRLS -NOT EX[EEOING c RO1NG TEMPORRRt° fAECTEx BRACING WHICH�IS AL14SYS EQUIRED _1UE CAUTIONED ETOPPLIRa AAN_II�EDOR7MUSN0 YICREFfRLT0 'BRRCIND"NOOO IRUS6Eb;. COMMENTARY' ANO RECOMMENDATIONS' ,CTPII. WHERE CONFUSION MAT _'EXIST CGNCERNINO PROPER FIELD -ERECTION . ! SYSTEMS CLEARLY -MARK INTERIOR BEARING LOCRTIONB: CRNTILEYEIIB AND TME CHORDS OF TME TRUSS TD PREVENT IRtROtER �4_G�$6r s REFS A-5 128 v INSTP.LLRTIQN. TRUSSES' SHALL NOT.BEE PLACED IN ANY ENYYIIEOHAENT THAT HILL t§USE J.lE MOISTURE CONTE:TRUR THE PILEm ST( NODO TO EXCEED I9X ANO/GR tAU6E CQNNEC70R'PLATE'CORROSION. CRRBER. NHEN NECE88ART. IS BEST OETERRINEO S TRUSNRL:STBTERS CORPORATION A 9IONODE'CGKPANT JUDICIOUS APPLICATION_ OF EXPERIENCE RHO -THEREFORE 18.OUTBIOE IHE SCOPE. OFn79 -'OF'TRYTSNI4L. • _, LDNCFELLON `LtTfBE �2712> � i �` y a i _ CUMBEP,s:, SPE>rtF[CfiT[OHS_ M"BEfR FORCES' FRCM LEFT TO R[DHTt' TOF CHORD 2X3 s2 KM -FIR TOP CHORD BOTTOM CHORD kEB3 REACitdHS T 1= -L445 3 t= 1.:92 H t_ 334 H 8= -1079 REACTION a t= 878' gzF -L - T 2= -t292 6 2= 1831 H 2= -438 H 9 -260 REACTION o 9 62 D _ T 3= -1600 8 3_ 163!1 X 3 '47 NIO= 1599 REACTION LS= 1789 BOT CHORD 2X4 CONSTR. HEM -FIR' T'4= -1800 8 4z t151 H 4 -38 Wtt -1-741 BEARiNG AECONSTR. DF -L, T 8= -284 B 6=' -1000 N 8= 558 R13= -479, BEARING a 51 R!A 2.tSNF/s1.400F QROFESS/0�, � CONST3. OF -L T 7= 334 8 7= -1000 H 7= 50 BEARING a 9 0.15HF/ O.IUUF NESS 2X4 STANDARD OR STUD DF=L. 1 8= 373 8 8= -334 BEARING o t5 4.42HF/ 2.88DF' PLATINCP r$"- FORR-500O SERIES !'DF p c' TRUSS LOADING tCON 1J LL*DL ONTO? CHORD = 28.0!FSF W� m NOTE= LOCATE INTER-PAYA' SPLICES AT t/5' OL<ON CEILING = 10.0 PSF = No: 304 � PANEL LENGTH. *. t. INCHES FROM a 5 PSFACEDILING REDUCT10N ,TAKEN[5%8' DRY WALL) � p��/ �.THEk:EN0 OF THE PANEL [NOICATEQ� LOA`S'DURATION INCREASE = 1.25 Jl � ENG\� \Q Ip� s 7XU.SS t315ftu'LC. ` �- 9lF �F CAL1F - P sulo/oo �.n t, %,tom u BUTTE COC�f�IT ell Ao as/7 ti s -- BUILDING DEPARTMEN QV ( (2)2630' - !gid I,J/9/L-S @ T� TOA f,� 4875(S) 4S6tI:�' 4860 // a 24?5 4- 0830'4 1 2475 (N�)' 40830 'f'_ 2490-t , 12. _ e2 2.5Tt (S .. S24a 244:. 0833 2475 (NS)' U830 2490 (NS) 1630 2445 3245 �t ..4890(S), 4890(S) 44* -00' OVERALL SPANcy% _rtrrr _ 60_r IT 16 THE RESPONSIBILITY OF OTHERS, TO ASCERTAIN. THAT_Ts THE UTILIZED ON THIS DES] CN NEST OR EYCEEJD THE ACTURL DEAD LOADS IMFUED BY THE STRUCIURE.,AND THE LIVE LORDS IMPOSED BY THE LOCAL BUILDING CODE OR (" -50flCI ! s 24•.OQ•' Q,Q. 4!$:L1sg HISTORICAt, tLIMRiIC RECORDS. NO .RgSPOHSTBILITT 78 RBSUMEgD FOO DIMENSIONAL - ACCURACY- VERIFY R[LL OIMENSIONa PRIOR TO FABRICATION. :CONNECTOR PLATES SHOWN RR B TRUSHAL is. IS, GA 20 GAGE AS SPECIFIE6c FABRICATION' SHALL COMP LT NITH'THE 'OUFIL]TT CONTROL MRNUR OF THE TpUBS RTE INSTLTpTE (TPII`AND THE TRUSHRL TRUSCOM MANUAL. RLL PANELS NOT SPEOIFICRLLI'DES GNAT! 6 RRE TD BE DUALLY DIVIDED. A DENOTES j= �R j r SPECIAL CU?TING. ONLY LATERAL BRACING REQUIRED OF JMQpIYIDURL TRUSS MEMBERS IB NOTED ON THIS DARWIN& T �.1 u TIIS,DESIGN:ASSUMES THE TOP CHORD 70 BE CON71N000SLY BRACEDtIT-SHEATHING UNLE63 OTHERWISE -STATED:.. NNCRE�.� �J{{{{"`111 Tl�`.q�� NO RIGID CEILING 15 IPPLIEO DIRECTLY IO THE.BOTTOM CHORD. IT SHALL BE: BRACED•RT: INTERVALS NOT EXCEEDIING = i ID`=D'. PERSONS ENE`.TING TRUSSES FIRE CAUTIONE7 TO SEEK PROFESSIONAL ROVICE REGARDING IERFORART' JJ{ECT1IN 777 ♦♦♦ \\...•// III ` 9RRCINO 1.HIEHIS A:1+!IT6 REQUIRED TO PREVENT tOPPL]NO AND 'OOM1Mt13N0'. REFER FO-'SRALINOWOOD -TMUBBEB� CONMER•TARY AND AECOMMcKORI3088' tTPII WHERE CONFLBION MAY EXIST CONCERNING PROPE1t -FIELD ERECTION, F-7 `�7,i7 SYSTEMS CLEARLT MARK INTERIOR 8EARING LOCATIONS. tFINTILEVER6r AHO THE CHOROe OF THE TRUSS TOi PREVENT IMPROPER. �: REFa' �6c 827 � INSTALLATION. TRUSSEL ZHALL NOT BE PLRCEO IN ANT ENVIRONMENT THAT N LL CAUSE THE MOISTURE CONTENT OF THE =Svr,�-39 A - 5 1USNAE SYSTEMS CORPORATION A SIONOUE COMPRHT WOOD' D`EXCEEO 19X ANDiDR CRUSE CONNECTOR PCATE:CORR06ION. CAMBER} NNEX NECESSARY. 75 BEST DEQEWRINED BT JUOICIOUS APPLICRTIOr_ OF EXPERIENCE ANL' THEREFORE IS OUTSIDE THE SCOPE OF REEPONSISIL7TT_ T ll RL. y - - LONOFELLOH LIME. <2596> . LUMBER SPECIFICATIONS MEMBER FORCES FROM LEFT T5 RIGHTS 44'-0.0' CHORD 2X6 •2 HEM -FIR TOP CHORD BOTTOM CHORD NESS REACTIONS- TOPT I= -1681 8 1'= 1504 R I= 60 a 7= -839 REACTION D i= 946 s2 DF -L T 2= -1284 8 2= 1504 M'2= -404 W 8= 923 REACTION a S= 250 =2 DF -L T 3= -945 B 3= 1149 N 3= 247 N 9= -L283 REACTION a 13= '1531 SOT CHORD 2X4 s2 HEM -FIR T 4=-645 B 4= 340 N 4p -480 N10= -404- T S= -38t B 5- -242 N 5= 291N11= 59 BEARING AREA REG -D ISO INl ' CONSTR. OF -L T 6= 271 B 6= IQ N 6= 654 BEARING P 1 2-34HF/ 1..51DF CODE USG SPACING 24.OQ•• Q•C. CONSTR. OF -L T 7= -125 B 7= 112 ARING a 8 0.62H040D R S W 1 �. T.��/ S iVSTEM Q + TRUSNAL SYSTEMS- CORPORATION A>9IONODE C0MPRh7 17 '15 THE RESPONSIBILITY OF OTHERS TO ASCERTAIN 'THAT THE LORDS UTILIZED DN THIS 'DESIGN MEET OR EXCEED THE GERD LORDS IMPOSED By THE 57RUCTURE ANO "THE LIVE LORDS IMPOSED BY THE LOCAL BUILDING CODE OR HISYORICRL CLIMATIC RECORDS- NO RESPONSIBILITY 15 ASSUMED FOR DIMENSIONAL ACCURACY- VERIFY ALL HIS DIMENSIONS PRIOR 70-FRBRICA710N. CONNECTOR PLATES SHOWN ARE TRUSNAL 18. 38. OR 20 'GAGE rNS SPECIFIED - FABRICATION SHALL COMPLY WITH THE 'GURLITT CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE ETP31 AND THE TRUSWRL 7RUSCOM MANUAL. ALL PANELS NOT SPECIFICRLLT OESIGNATEO RRE TO BE EQUALLY DIVIDED- •. DENOTES SPECIAL CUTTIRG. ONLY LATERAL BRACING REQUIRED OF INOIVIOUAL TRUSS $EMBERS IS NOTED ON THIS ORRHINC--` THIS DESIGN ASSUMES THE TOP CHORD 1Z BE CONTINUOUSLY 'BRACED 81 SHEATHING, UNLESS OTHERWISE STATED. NMERE TOO R]OGIO PERSONS-EREC71NDE TRUSSES ARE CA��JJ71GOED 70OaMaECHORD, N PROFESSIONAL ROYICF REGfiR0IN6 tYRLb MCI EREEOION BRACING, WHICH IS.ALNAT5AE0U1RE0. TO PREVENT TOPPL2 Ft120RART•:ERECTIQN; NO AND 'DOMINOING . REFER TO BRAL1NtF NDDD TRUSSES COMMENTARY RHO RECOMMENDATIONS- ITP11- WHERE CONFUSION MAY EXIST CONCERNING, PROPER FIELD ERECTION. CLERRLT MARK INTERIOR 'BEARING, LOCATIONS. CAN71LEVERS, AND THE CHORDS OF THE TRUSS 70 'PREVENT IMPROPER ` INSTALLATION. TRUSSES 'SMALL NOT BE PLACED IN ANY ENVIaOBMEN7'IHRT MILL THE MOISTURE CONTEXT :OF THE WOOO TO EXCEED 19Z ANOfOR CRUSE ZONNEC70N PLRTE CORROSION. CAREER. WHEN NECESSARY. 15 BEST DETERMINED 57 JUDICIOUS APPLICa71DN '0F 'ETPERIENCE AiAi THEREFORE 1S OU7510E THE SCOPE OF.RESPO%SISILITT OF IRUSNAL,.- WEBS 2X4 STANDARD OR STUD DF -L BEARING 0 13 3.78HF1 2-45OF R' G` }'� �'j ® j R RN A 1 1 R 1 ' T \1 LLLeeeJJJ !!! � 1 U S D E dl. v ii - FILE- T -12.32-6-36m PLATING IS FOR R-5000 SERIES / OF TRUSS:LOADING (CON_ ) - ,. LL+DL ON TOP 'CHORD = 26 ^..PSF - - -.. » " _ DL ON CEILING = Ir.O PSF a Strip lover section with continuous.2z4's At s +� -. •r. _ __ - ,ti• s.�'���..-�...�.'= - �. NOTE: LOCATE INTER -PANEL SPLICES :AT 1/S TOTAL DESIGN LOAD = ?3.0 PSF n� 4'-0" o.c. using (1) 16d nsilrst each truss ' PANEL LENGTH +/- 8 ENCHES FROM a 5 PSF CEILING REDUCTION TAKENIS/$ DRY WALL THER END OF THE PANEL INDICATED. LOAO.DI+PKION ENCREA.',B =-1-25 intersection.. Secure upper section to stripping th't(2) I6d tos-nail: at tsck:strip inter - A10 TW$ NOTE- lX3 CONTINUOUS LATERAL COLEJPiN BRA" ATTACHED TO WEB WHERE INDICATED stmW40 t�Ss iqq r Wit- 2x4 CON DF pFESSI ORfcol���. 32601 - - 2+30 w- 24+30 24302430 5660 -r rid —72:90 • Ro. s�9�y:C ENG\ 1X30 16' 30 2445 2445 if �F CAL1Efl� B, UTTE C01 MM DETAIL 11�111LDING DEDART V E T 5 Oil 2445 i2 6 p STs APPROV 3245 OPIO 2445 7L 2475 �(NS). �N5 445 2445 0830 3245 Z 11.-0 nnfL,\, 1. coo fin 44'-0.0' < . OVERALL Si'AN PUT E R-SQt)[) CODE USG SPACING 24.OQ•• Q•C. DATE 4122/86 _ R S W 1 �. T.��/ S iVSTEM Q + TRUSNAL SYSTEMS- CORPORATION A>9IONODE C0MPRh7 17 '15 THE RESPONSIBILITY OF OTHERS TO ASCERTAIN 'THAT THE LORDS UTILIZED DN THIS 'DESIGN MEET OR EXCEED THE GERD LORDS IMPOSED By THE 57RUCTURE ANO "THE LIVE LORDS IMPOSED BY THE LOCAL BUILDING CODE OR HISYORICRL CLIMATIC RECORDS- NO RESPONSIBILITY 15 ASSUMED FOR DIMENSIONAL ACCURACY- VERIFY ALL HIS DIMENSIONS PRIOR 70-FRBRICA710N. CONNECTOR PLATES SHOWN ARE TRUSNAL 18. 38. OR 20 'GAGE rNS SPECIFIED - FABRICATION SHALL COMPLY WITH THE 'GURLITT CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE ETP31 AND THE TRUSWRL 7RUSCOM MANUAL. ALL PANELS NOT SPECIFICRLLT OESIGNATEO RRE TO BE EQUALLY DIVIDED- •. DENOTES SPECIAL CUTTIRG. ONLY LATERAL BRACING REQUIRED OF INOIVIOUAL TRUSS $EMBERS IS NOTED ON THIS ORRHINC--` THIS DESIGN ASSUMES THE TOP CHORD 1Z BE CONTINUOUSLY 'BRACED 81 SHEATHING, UNLESS OTHERWISE STATED. NMERE TOO R]OGIO PERSONS-EREC71NDE TRUSSES ARE CA��JJ71GOED 70OaMaECHORD, N PROFESSIONAL ROYICF REGfiR0IN6 tYRLb MCI EREEOION BRACING, WHICH IS.ALNAT5AE0U1RE0. TO PREVENT TOPPL2 Ft120RART•:ERECTIQN; NO AND 'DOMINOING . REFER TO BRAL1NtF NDDD TRUSSES COMMENTARY RHO RECOMMENDATIONS- ITP11- WHERE CONFUSION MAY EXIST CONCERNING, PROPER FIELD ERECTION. CLERRLT MARK INTERIOR 'BEARING, LOCATIONS. CAN71LEVERS, AND THE CHORDS OF THE TRUSS 70 'PREVENT IMPROPER ` INSTALLATION. TRUSSES 'SMALL NOT BE PLACED IN ANY ENVIaOBMEN7'IHRT MILL THE MOISTURE CONTEXT :OF THE WOOO TO EXCEED 19Z ANOfOR CRUSE ZONNEC70N PLRTE CORROSION. CAREER. WHEN NECESSARY. 15 BEST DETERMINED 57 JUDICIOUS APPLICa71DN '0F 'ETPERIENCE AiAi THEREFORE 1S OU7510E THE SCOPE OF.RESPO%SISILITT OF IRUSNAL,.- .. R' G` }'� �'j ® j R RN A 1 1 R 1 ' T \1 LLLeeeJJJ !!! � 1 U S D E dl. v ii - FILE- T -12.32-6-36m ■ A A-65824 ,. LONGFELLOH LUMBE <2705> - - -.. » " _ .yam . s +� -. •r. _ __ - ,ti• s.�'���..-�...�.'= - �. .z _ i LUMBER SPECIFICATIONS MEMBER FORCES FR(m LEFT TO RIGHTS TOP CHORD 2XS e2 HEM-FIR TOP CHORD BOTTOM CHORD NESS REACTIONS s2 DF-L T t -2616 0 t= 2339 W 1= 60 W 7= 455 REACTION i t= 1389 s2 DF-L T 2= -2230 8 2= 2339 ;i 2 -398 is 8= 28t8 REACTION 2 8a 3t5 T 3 = -1883 B 3= 1995 W 3 252;W 9= -3340 REACTION a 13 3592 80I'-T -1691 B 4 t68s W 4 -484 NtO -398 CHORD 2X8 s2 HEM FIR *2 OF-L T 5= -1890 8 5= -it! W S 447 WI t:= 59 BEARING AREA REG'D ISO IN) ; •2 OF T 8= t25 8 6_ 232 W 6 - 8 BEARING D t 3.38HFf'2-t9DF T 7= -28'0 B 7= 232 BEARING a g 0:78HF/ 0-5DDF -' WEBS 2Xt STANDARD 0 STUD DF-L BEARING 0 t3 8.87HF/ S.75DF WEB s7 IS 2X8 s2 DF-L TRb:,S LOADING ICON tl ,WES :8 IS 2X4 CONSTR. DF-L LLtDL ON TOP CHORD = 26.0:PSF ' PLATING Ea-FOR 8-5000 SERIES /'DF OL ON CEILING,= tO.O PSF- TOTAL DESIGN LOAD = 36.0 PSF ■ - x 5 PSF CEILING'REDUCTION'-TAKENIS/8' DRT WALL) ' Scrip lover sinx'la with tiall-aticns `c2trusst G`-tI" 3. c. usinY (I) i6d nail at:eaeh >:russ NOTE:LOCATE ENTER-PANEL SPLICES AT l75 ADDITIONAL LOADING intersection. Secure upper section to; stripping PANEL LENGTH +/- 6 INCHES FROM CONCI _C VERT 2550.0[ O.OLLI LBS AT PANEL POINT 5' with (2) j6d toe-=nails at do scrip iarer- EITHER.END OF TEE PANEL INDICATED. LOAD 'DURATION 'INCREASE =.t-25 >•- sttiad. NOIE'.tX4 4T BRACE STIFFENER NAILED FLAT TO EDGE OF WEB WITH 80 NAILS AT 8` O.C., OR A SCAB OF SANE OEMENSION AND GRADE AS NEB NAILED TO FACE OF WES WITH LOD `""SI NAILS AT -C. STAGG-MO. WHERE END[ 2X4 CON'` DF 3:2"` �O�,4FESSJp�9` CATER.BT T SCAB OR 'T' BRACE TO EX- TEND FOR WOF WEB 'LENGTH.W. G8 3245 Fco� MU _S5 SAF L. C. 2'430 2430 5 Ll OUX0 6kL 729a '� ` 0 5 0�'' f7aE di's or- 6 lJ ? 6475 sf �l ENG��� 3260 '1630 8476 EOF CRt1F� , 3250. 08 /35t6' � L/35±67 3275 t2 12 4075 _ X075 r 13 U2430 323275 2430 .60 "� 3260 astsa 5660(S) ; 5660(S) p ` APSt 44'-0,=0' OVERALL SPAN CLATE CPIIE, 3F HG DATE. 17 IB THE RESPONSIBILITY OF 07HEPS'10'43CERTAIN THAT THE LORDS UTILIZED ON THIS DESIGN MEET OR EXCEED TME R-5000 U Z4.0O' Q.C. 4I2G/$ ACTUAL DEAD LORDS IMPOSED ST THE STRUCTURE AND THE LIVE LORDS IMPOSED' BY THE LOCAL BUILDING CODE OR, HISTORICAL CLIMATIC- RECORDS- 90 RESPONSIBILITY IS RSSUMED FOR DIMENSIONAL "ACCURACY. 1YERIFY RLL DIMENSIONS PRIOR TO 'FRBRICAT1W. CONREC708 PLATES SHQWN ARE TRUE RL IS.. IB. OR 20 DAVEA3SPECIFIED: - - - - - FABRICATION- SHALL COMPLY NI7H THE ZURLITT CONTROL MANURL- OF THE TRUSS PLRTE.INSTITUTE ETPI) AND IKE_��` R V 7RUSWAL TRUSCOM MANUAL:- ALL PANELS NOT SPECIFICALLY DESIGNATE!] ARE 70 BE EQUALLY DIVIDED. A DENOTES �SPECIAL CUTTING.. ONLY LATERAL'BRRC NO REQUIRED OF INDIVIDUAL TRU58 MEMBERS 18 'NO'.D'-ON THIS ORANING. RN D •[y �' Q J -G N THIS DESIGN ASSUMES IRE TOF CHORD 1v BE: CONTINUOUSLY BRACED IT SHEATHIKG UNLESS OTHERHISE'S.IRTEB. WERE 1 NO RID10 CEILING IS APPLIED OIREC7LT TO THE BOTTOM CHORD. IT SMALL DE BRRCEDIRT INT£RYPIS AOT EXCEEOIkrr 2- 100 PERSONS, ESECTING7RCSSES P.RE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING?EMPORRRT•'ERECTION-T R U S W BRACING w><ICN Ib A0405REflUIREB 70 PREVENT TOPPLING AND 'DDMI�70ING'. REFER TO 'BRACING NDOD'TR955Eif -- SYSTEMS yC�T�M 50MMEXIARY RHO RECZIMENOATIDNS- (I?II- 'WHERE CONFUSION MAT` EXIST CUNCERNING'-PROPER -MELD+ERECTION. S { S I �1 1 CLEARLY MAR IM'_RIOR ;BERRING LOCATIONS. CANTILEVERS. AND THE 'CHORDS OF THE TRUBB TO .PREVENT IMPROPER FILE. CAR-4b-l;-JSP+ RL�s INSTALLATION. .RULv'ES.SNALL NOT BE PLACED IN ANT ENVIRDKMENF ZHA7 NILL`tiIUSE ?NE �ISTURE`CONTEIR OF THE A=E�13.25 TRUSNRL SYSTEMS COPPORRi1D9 R SIONODE COMPANY WOOD TO EXCEED IS'L RND?OR CRUSE CONNECTOR PLRTE'CORROSION. CRMBER. WEN NECEBSART. IS-'BEST DETERMINED By = JUDICIOUS APPLICATION OF EXPERIENCE AND THEREFORE 15 OUTSIDE THE SCOPE Of RESPDNSIBILIIT OF IRUSNRLa L064EUM LUMBE �270531 ;-. .:.- '.. - ..- i se`s _. "'� ,�.. .- - - •:�. :7�.r - _ _ _ - �_� � -��y " LUMBER SPECTu(CATtONs tfEMBER FORCES FROM LEFT TC RIGfitTr TOP CHORD 2XS s2. HEM -FIR TOP Ghana, saryoi CHORD WEBS REACTIONS z2 OF -L T I �75Lt. B t= 1600 W lc 84 W:5= -1212 REACTION a 1= 703 s2'DF-L T 2= 1208 ti 2= 2600 W 2= -1395 'N 8= 1788 REACTION a 8= -821 T S= -1081 v 3= -627 N ? = 8L N 7= -2Ot3 REACTION a 10= 2843 U m BOT CHORD 2X6 s2 HEM=F{R T 4= 697 if 4=: N 4= t739 �{p, 3Q4 22:OF-L T 5= 2539; 9 5=.-2280 BEARING AREA REO`D ISO IN) � C� s2 OF -L BEARING o t 1.74HF/ 1-120F WEBS 2X4 STANDARD OR STUD OF -L BEARING c 6 O.00HF/ O.00OF i1',t �-ENG\ PLATING IS FOR R-5000 SERIES i DFR13p;.LOADING- ICON 17 HEARING a 10 7 03HF/ 4.55OF 4lf Of CAL1�d��`! : LLstf ON TOP CHORD = 26.0 PSF: OL ON CEILING = 10.0 PSF,x ; NOTE: LOCATE 'INTER -PANEL SPLICES nr us TOTAL DESIGN LOAD = 38.0 PSF x Strip 1cwar section vich eoatlstsus tai's at f PANEL LtRGTH */- 6 INCHES FROM s 5 PSF CEILING REDUCTION TP.KEHIS/S' DRY WALL). VO" o.er using (1). 164 trail at each truss EITHER ENO OF I1iE PANEL INDICATED. LOAD DURATION INCREASE i=25 - lutersectToa. Sccure iiFper section ca zerippiva NOTE: 1X3 C1NT[NUOUS LATERAL: COLUMN BRA'.ING with (2) 16d toe­ajiiis,ae,etachl'stiip inter- AT'ACyED TO WE& WHERE (NDICAtED BY faI, section. NOT&I 7A14S S14 4u— 15 Peen OF: 1zi w 43:211 � - a. j? �► U`4- 2x4 .COSI DR. 3? 5660 ,r3 Bei- # it - 2430 - 5lXt 7290 163 611 ` 2445 `404s 12 _ ` 12 6 �-72-1:50 ®s 0830' 3245 BUTTE cou -TY 3275 12 BUILDING DEDARiAAENT ` - 7290 3230 9'-6•b. _.4 PROVE _ 44•-j).0. 'OVERALL SPAN merecoDE srACIND DATE IT IS THE .ESPONSI 81LITY OF OTHERS TO ASCERTAIN jHRT THE LORDS UTILIZED DR THIS DES3GM A=r-13R EXCEED%THE R-5000 UBC: 24.00 ` 0•C• 4/24/6S AC7URL DEAD LORDS IMPOSED BY 7KE STRUCTURE AND THE LIVE LORDS 111PO£ED ST THE LOCAL BUILDI*G, CODE OR I` _ HISTOgICRL CLIMATIC RECORDS. NO -RESPONSIBILITY IS ASSUMED FOR DIMENSIONRL RZCURACIe VERIFY :?tt DIMENSIONS PRIOR TO FABRICATION. CONNECTOR PLATES SHOWN APE TRUSNRL 16. 38. OR 20'GRGE RS` SPECIFIED. Q ; FABRICRTION SPALL COMPLY WITH THE -QUALITY CONTRU': MRNUAL- CF THE TRUSS'PLPTE INSTITUTE 2lPll AND TIE .� (�_ - TRUSNRL-TRUSCOM MP.NURL. ALL PANELS .MOT '"ECIFICALLT DESIGNRTED'RAE TO BE. EQUALLY.DIYIDEO A OENOTEE �-_ 1 ! , % T V I T ^'� SPECIAL CUTTING. ONLY LATERAL BRACING REQUIRED OF INDIVIDUAL TRUSS AEMSERS. 13 :U07ED ON THIS -DRAWING. D 1 Ti DE S i G THIS DESIGN ASSURES THE TAP CHORD TO BEE {DW71N000SLY BRACED 8T SNERIHING UNLESS OTHERN7SE STATED. WERE '- NO RIGIQ CE, 15 APPLIED DIRECTLY TO THE BOTTOM CHORD. 11 ShRLL BE BR4i:ED AT INTERVALS 'ROT .EXCEEDING T R U 10'-0'. PERSONS ERECTING TRUSSES+IRE CAUTIONED TO SEEM PROFESSIONAL ADVICE REGARDING TEMPORARY, ERECTIGN - BRACING WHICH ISALWAYS 3ERUIL;D D PREVENT TIPPLING AND''LDMII:OING'. 'REFER T0. -BRACING >WOOD -TRllfiSEbt- COMMENTARY AND RECOMMENORT DNS- LTPIJ. AHE;Z-c CONFUSION 'ART EXIST CONCERNING PROPER .FIELD 'ERECTION. F►LF• TSC -34.10 -,-ss• REF• SYSTEMS p CLEARLY MARK INTER -UR SHALNN LOCNTIOCED CANTILEVERS. AND THE THAT I -0F THE TRUSS - ST 'PREVENT IMPROPER, A-65823 INSTALLATION. TRUSSED SHALL NOT BE ELACED IN AMY ENYIRONME6T TART NILE- USE THE MOISTURE CONTENT OF I!E TRUSNRL SYSTEMS CORPORATION: A SIONODE COpPRMT N000 TO EXCEED 14't ANO/OR CAUSE C'NNECTOR PLATE CORROSION. CAMBER. VREN NECESSARY. 1S BEST DETERMINED BY JUDICIOUS APPLICATION OF Ex?'.:tIEY'P 'AND THEREFORE 18 OUTSIDE THE -SCOPE OF RESPONSIBILITY OF IRUSNRL. CHRIS URETRLL =3823 „ n 32 TypienI ,11-1. 6X3 12'1 1\7ax, (oft' p"11101 point) 1211 torr ,,,,,ter,, Furring for any 2.111o. c. TrIISMI With 10Psf bottom chore] ioacli;IIg 1 I- 01,19. P i r c�l..].1i1'li2 011;, j,! it const, lou , T� it c� .,II11 SCI, 5tr. lie-vv%_'rir J�--i1�1� (11 ITc1Yt.-�1� iii f31-10 112 TTciYz-1, tt,, 'v`Rht7L , ; .tip 71. Ir C 3 Col ', . ITe11 8U 1COUNTY, ]jar ",, ;� � , 4�• "U11D1NG DEP - A R , NT A PjwR 0 VIED FILL N0. S""). 1. 11R]t M, I)ETAT I, nr-P , 12 _2 151-1 r)r 5, Illy, ;'r t; CK By:� u�I..9 S ..1`.`15