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Home My WebLink About042-590-006(1) Note: This truss checked for 1.5"x3.5" notches at 24"0. C. in top cliords. (1) Revised -1/11/88 R.S. (top chord uotches).z--% 3x5; 12 q-00 2.5Xq 4X4 404�vvotpgf BUTTE t,_UUNTY BUILDING DEPARTMENT A_PPjkVED (1) 1.5"x3.5" notches at 24"O.C. (typical) 12 3X4 48" O.H. 7 -G -D _I 11-6-0 O.H. 4-11-0 7_8-7-e b�: -5 -B &AW 19-0-0 OVER '2 SUPPORT R-6-09 W_ 3-50" T1_Lr4_ R-6639 W- 3_50' PLATE TYPE --ALPINE SEON--154225 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR_ ;MY P E LNGINEERED PRODUCTS, INC IRUSSES REDUIrIE EXTREME Cr-.Rk DESIGN CRIT UBC REF �R=477465 T AL IN AH" WARNING IN 44LIW, ERECTIOU ANO **IMPORTAN SHALL NOT BE SESPONSIeLE FOR T numTION FKM THESE SPEC IFICATIONS OR ANY DEVIATION FROM eRgrING.SEE -Biff-76-, [BRACING WOOD ffitfEES: TC LL 16. 0 PSF DATE 12 r --- I 7HIS (ESIGN ZiR ANY FRrLURE fO BUILD THE TRUSS IN CONFORMANCE COnMENTBRY MD RECEnMEND8TI0;S-*TPI3_ SEE G CfVJSR427 873q1iDD3 c= c-1 91rH T�C VjkITT CONTROL MANURL- W FPf. ALPINE CONNECTORS THIS rFSIGN FUR, ICU[ TIGN5L SPECIAL F11EFdm1R- TC DL 15. 0 PSF DRWG ARE mFNUFACTLAEO FROM 20 G"E GRUiRNIZE0 STEEL UNLESS uENr 9RRCING REOUIRErEHIS. UNLESS OTHERWISE No. C qugb 4 /If)/e7 q4 2-7 873 .003 OTHERWISE SHOWN, [1EErING RbC1UiRErENTS 01: Fr.Tn R446 ]GRACE FL, SHOWN, TOP 04DRO SHRI L BE LRTERFLLY faiRKED 8C OL 5. 0 PSF CA -ENG v'4', . LPIN APPLT COhNECTORS TO BOTH FACES AT EKH JOINT AND LOCATE AS MIIH PROPER -Y ATTACHED FILIKOOD SHER1143NS, TOT.LD. 36. 0 PSF O/R LEN. 19-0-0 r SiQYN eERRING VIC17W� ARE q- NOMINFt- UNLESS OTHERWISE SHOWN_ BOTTOM CHORD WITH RIGID CEILINZ5 OR 54RCIN6 r= —1 TRUSS ESIG� SIRMICRDS CONFORn WITH APPLICABLE PROVISIM OF RS SPECIFIED ON DESIGN- DO NOT ME THIS OUR. FflC. I �. 25 PITCH-. 412/12 TR D .NOS Am) *IPI IPCT)- 6ESICN WITH FIRE RVFAEhNT TREATED LUM8M. T.3T - TRUSS PLRIF INSTITUTiE. N31 - NRTiCNAL CESIC.N -,PECIFICRTION FPR ilm CONSTRUETION SPACING 24.'0' TYPE �,SPEC__ FDA- ;>vtta J 0 B u, 113 17 5 THIS DESIGN HAS. BEEN PREPARLD rROM COMPUTER INPUT. SUBMI-TTE0 Lo -Y rRUSS FABRIt;0�19it- 13 6�4tp 60HORD 21v6 FIR -LARCH #2 $ TC X -LOC L -R: 9.29 3.30 7.50 13.69 18.71 m BOT CHORD 2X4 FIR -LARCH #1 C=_ WEBS 2X4 FIR -LARCH STANDARD BC X -LOC L -R: 2F.Z3 3.90 4.92 13.55 18.71 �cn, m CONNECTOR, PLATES MUST BE rNSTALLED IN ACCORDANCE WITH IREQUIREMENTS SINGLE CUT WEB *-2 ENDS -1.3,7 OF I-C.B.O. RESEARCH REPORT *2949. TOP: tHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED ALL PLATES AQE TO BE CENTERED ON THE JOINT, LEFT TO R-IGHT AND PURLINS SPACED AT A MAXIMUM OF 24" O.C. TOP TO BOT-, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. co, SEE DRAWING 1FOR "PLATE LOCATIONS ON TYPICAL JOINTS-" IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSt FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO C3. VERIFY THAT ALL :DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM C3 TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR' S + Pam vertical thru to brg- TRUSS LAYOUT. (1) Note: This truss checked for 1.5"x3.5" notches at 24"0. C. in top cliords. (1) Revised -1/11/88 R.S. (top chord uotches).z--% 3x5; 12 q-00 2.5Xq 4X4 404�vvotpgf BUTTE t,_UUNTY BUILDING DEPARTMENT A_PPjkVED (1) 1.5"x3.5" notches at 24"O.C. (typical) 12 3X4 48" O.H. 7 -G -D _I 11-6-0 O.H. 4-11-0 7_8-7-e b�: -5 -B &AW 19-0-0 OVER '2 SUPPORT R-6-09 W_ 3-50" T1_Lr4_ R-6639 W- 3_50' PLATE TYPE --ALPINE SEON--154225 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR_ ;MY P E LNGINEERED PRODUCTS, INC IRUSSES REDUIrIE EXTREME Cr-.Rk DESIGN CRIT UBC REF �R=477465 T AL IN AH" WARNING IN 44LIW, ERECTIOU ANO **IMPORTAN SHALL NOT BE SESPONSIeLE FOR T numTION FKM THESE SPEC IFICATIONS OR ANY DEVIATION FROM eRgrING.SEE -Biff-76-, [BRACING WOOD ffitfEES: TC LL 16. 0 PSF DATE 12 r --- I 7HIS (ESIGN ZiR ANY FRrLURE fO BUILD THE TRUSS IN CONFORMANCE COnMENTBRY MD RECEnMEND8TI0;S-*TPI3_ SEE G CfVJSR427 873q1iDD3 c= c-1 91rH T�C VjkITT CONTROL MANURL- W FPf. ALPINE CONNECTORS THIS rFSIGN FUR, ICU[ TIGN5L SPECIAL F11EFdm1R- TC DL 15. 0 PSF DRWG ARE mFNUFACTLAEO FROM 20 G"E GRUiRNIZE0 STEEL UNLESS uENr 9RRCING REOUIRErEHIS. UNLESS OTHERWISE No. C qugb 4 /If)/e7 q4 2-7 873 .003 OTHERWISE SHOWN, [1EErING RbC1UiRErENTS 01: Fr.Tn R446 ]GRACE FL, SHOWN, TOP 04DRO SHRI L BE LRTERFLLY faiRKED 8C OL 5. 0 PSF CA -ENG v'4', . LPIN APPLT COhNECTORS TO BOTH FACES AT EKH JOINT AND LOCATE AS MIIH PROPER -Y ATTACHED FILIKOOD SHER1143NS, TOT.LD. 36. 0 PSF O/R LEN. 19-0-0 r SiQYN eERRING VIC17W� ARE q- NOMINFt- UNLESS OTHERWISE SHOWN_ BOTTOM CHORD WITH RIGID CEILINZ5 OR 54RCIN6 r= —1 TRUSS ESIG� SIRMICRDS CONFORn WITH APPLICABLE PROVISIM OF RS SPECIFIED ON DESIGN- DO NOT ME THIS OUR. FflC. I �. 25 PITCH-. 412/12 TR D .NOS Am) *IPI IPCT)- 6ESICN WITH FIRE RVFAEhNT TREATED LUM8M. T.3T - TRUSS PLRIF INSTITUTiE. N31 - NRTiCNAL CESIC.N -,PECIFICRTION FPR ilm CONSTRUETION SPACING 24.'0' TYPE �,SPEC__ FDA- ;>vtta TOR TRUSS FAtRICA JOS:- L6Z35 THIS DESIGN HAS BEEN POPARED FROM COMPUTER SUBMITTED BY TC X -LOC L. -R:; Z-2-3 6.16 11.59 16.84 23.90 TOP cHoRa 2X6 FIR -LARCH *2 CHGRQ-. 2X4 FIR -LARCH *t BC X -LOC L -R: ff.Z9 7.94 151.06 1.7.85 23.90 WEBS- 2X. -f- FIR -LARCH STANDARD 'CONNECTOR. PLATES MUST BE INSTALLED IN ACCORDANCE WITH. SINGLE CUT WEB *-TC:1 BC;:5 REQUIREMENTS OF I.C.R;-O;- RESEARCH REPORT *Z949. IC9TOR co, BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS. FABP ALL PLATES ARE TO� BE CENTERED GN� THE JOIMT. LEFT To� PLIGHT AND TO INSURE PROPER ERECTION. Cj R DIMENSION- 0 TOP TG. BOTTOM_ EXCEPT WHERLOCAI-ED BY CIRCLE 0 co SEE DRAWING 130 FOP, wPLATE LOCATIONS ON TYPICAL JOINTS." TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 2.4" O.C. IT IS THE RESPONS"r9tLITY OF THE BUILDING DESIGNER AND TRUSS ING PRIOR, TO:CUTTING LUMBER TG PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE FABRICATOR TO REVIEW THTS DRAW. �VERIFY THAT ALL DATA. INCLUD-ING1 DIMENSIONS AND LOADS. CONFORM INVENTORY� �TO- THE ARCH'ITECTURAL PLANSISFECITICATIONS AND FAaRICATOR'S TRUSS, LAYOUT- + Bottom: chord, checked for 10 PSY 11ve load., 1.5X4 3x 2. 5XII 5X4 12 BUTTE COUNTY q_.O& '-DO 6EPARTMEN9 BUILDING r V E PPRv 3X4 3Xq Zee wz�'436 11-9-0 4-0-0 O.H. 4-0-0 O.H. 23-0-0 OVER 2 SUPPORTS, R -587t It- 3.5V` FURN1Si4 :R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REf 13.0.7 SCALE 0.2.5GO PLRTE TYPE-JILPINE SEDli--146590 * - T JJBC REF R 1131 EXTREIIE CARC OESIGN, CRIT TRUSSES REWIRE FILFLW_ DiGINEERED: ?RCOUCTS, ENC_ **IMPnRTANT** SHALL w SE REsnNs,&E FOR my WARNING im HAKOLItC, ERMTIO?i RND -7- �_- FRCn BRFEING-sEE �BWT-7S�rIBRFCING MOOD TRUSSES; TC LL 16.,0 PSF DATE 11/04/Q7 DEVIffT1ON'FRGnTH1_-E SPECIFICATIONS OR-MY'OEV18TEDN 27 87308010 THIS CaIGN OR RNT R_ , A NORTI0qS-*T?I) - SEE 15. 0 PSF DRVG CMSR4 %LURE M eUILD THE TRLSS IN CONFCR MIEN RR ) _hk� MNCE C13 I T FIND ECM"TE TC OL -DUALETY- CWML MU;RL7 BT TPI E ELTORS THIS OESICN FOR FMITIDNRL SPECIAL PSM- GAUGF_ MILVANTZE0 I M S vuH THE RLPIN CON4 RRE Mi-11FRETUIED FRM 2D STEEL LINLEST hUiT BRACING REOU[IRErENTS. MESS OTHERWISE BC OL 4 PIF CR -ENG A)E A� SHOVN, TDP CHORD SHRLL BE LRTERFLLT 8R!FCE9 - P IN(; REGUIRErIENTS OF SS714 A445 GRF OTHERWISE SHOW, MEET COO SHM H K TG� BOTH FACET FIT EACH JOVIT F&C LCMTF- AS WITH FROFERLY FITIRCIED FLY9 7 1 Or TOT. LO. IN ;-'36. 0 P O/R LEN. 23 -0 -01 APPLf CO-WECTMS r --t UNLESS OTHEWISE SHO;;N_ BDTTOm CHORD WITH RIGID CEILING OR BRACING SHGVN. BEFRING. ICIDTHS ME 4'- NOMINFL IFIED Ow aETM_ DD NOT USE THIS OESICN. S-.FAyfja�-� MWOM URN FFPLIC=_iXE PROVISIONS CF RS SPEC OUR. FRC. PITCH 4.0/12 TYPE COMN - - TRUSS aEsiGN WITH FIRE RETPRORNT TRFR7ED LtZBER. #WaRNO RTPI CaLm. TRUSS PLRIE ENSTME, NOS - WTICIGL DESIGN SPECIFICATIMI FOR YM13 CONSTRUCTIC14 SPACING 24.0- _F XPARE9 FRO14 COMPUTER INPUT. SUBMITTED BY TRUSS FABK14-ATOK JOB,:: 1603:1 THIS DESIGN HAS' BE TN PR "rOF CHOREY 2XG FIR -LARCH: *Z TC X -LOC L -R: ff.Z9 6.46, 11-5Z 16.,84 22.71 BOT CHORD. ZX4 FIR -LARCH' *L RC X -40C L -R: 0.29 7.94 15-06 22..71 rn WEBS ZX4 FIR -LARCH STANDARD CONNECTOR PLATES MUST RE INSTALLEEI IN ACCOW-AACE WITH SINGLE CUT WEB *-TCzl,4 REQLtrREMENTS, OF I.C.&_O. RESEARCR- REPORT *Z949., TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED c= PURLINS SPACED AT A MAXIMUM OF 24" O -C- ALL PLATES ARE TO BF. CENTEREarON THE JOINT, LEFT TO RIGHT AND TOP TO: BOTTOM;, EXCEPT WHEN LOCATED BY CIRCLE OR D,IMENSION'� UILDING DESIGNER. AND TRUSS cc IT IS THE RESPONSIBILITY OF THE B DRAWING 130 FOk -PLATE LOCATIONS ON TYPICAL JOINTS'-" C:� FABRICATOR TO REVIEW rHIS-DRAWING PRIOR. TO CUTTtNG LUMBER TO DIMENSIONS AND LOADS, CONFORM PLATES SHOWN ARE CONTROLLED BY,' TRUSS FABRICATOR PLATE VERIFY THAT ALL DATA., INCLUDING, INVEN[TTORY. TO THE ARCHITECTURAL PLANS/SPECITiCATIONS AND FARRICATOR'S TRUSS LAYOUT- Bottorm chord checked for 10: PSF Uve load. at- 12 2- 0. c. Y 5xq I.SX4 I-Sxq 21 57x 4 �_5Xq COUtML 2.sxq 2. SX4 NUIL G DEPARTMEM 3x4 R AVW- 48ART v v ED 48."' 0-.H. 3-0-0 OVER 2 SL?PURT R 07't V�- a-50-' -ALPINE SEDW-146SK FLRNIS-41 R COPY OFTHIS DESIGN. TO ERECTION CONTRACTOR PLATE TYPE ALFT-s-_ 86INE:ERED f-R=rm, INC_ -11LISSES itEWIRE E)(TREM CARE OSSIGN CRIT UB REF R427--7130 WARNING lit K'*AMrNG, ERECTICK AND I -_ - , -7- _� w I_ 11 - TG LL IS.() PSF DATE I I/Q4/B7' 11 --- -7S, ISAPCING, 'ADM # -- - SMIFICATIONT M MY OEVIAT10t FRO, aRRCIAG.SEE �ff DESIGN OR SKY FAILURE SM M BUILD THE III= IN' CCWC&FAM TC OL 15. 0, PSF DRVG CRUSR427 67308009 WrM TW -Mr.0 _ay CGWrW IFMM!,, ar rpl- wM CMECIMS THIS OMSH FOR RODITIONRL SPErm PERI .=:i C= paF r7N0M-,LqM FAM, W GAUGE W_YRhrZED STEELENESS �eg BRACING REWIREMENTS. UNLESS DTHERVISE BC DL "PI -ENG Ir WHMM SHM, .12EEG19 REWiAVENTS' OF RSM FH96 GRACE R. R 20M, Mir CHDRO SHsLL BE LpramLr, BA;CED ucg nijtr Poo I.DCATE 4 i0f PRWELT ATTFCNED FLU000 911ERTHING, TOT. LD. /R LEN. 23'0-0 8arrf fX-ES ffr J- 36. 0 P 0 OTH-_-%V1SE SHOWN. MTRr. CHCF0 VIITH RIGID CEILING, OR 81reCING Stcww. BERRIKc MTHSAME xr.�VHWL UNLESS NOT USE 'HIS v DESIGN sFICARMI C014FOW 'WITH HIPLIUMI E PROVISIONS OF RS SPECIFIED D* DGIGW, 'ED DUR.FPP_I`*- PITCH q.0112 TRUM DESIGN 91TH FIRE RETMORNT -MEATED UUMVIERR. *NN pie *Tpt ipm_ SPRUNG 24.Om TYPE COMN r TRMS� IWT ME, NM WTIONFIL CESIGN SPEC71FICRTTON FOR V= CCNSTRUCTr 4; D FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABICATOR Jolt= 160:11 THIS DESrGN HAS BEEN PREPARE TC X -LOC L -R.: 24.;34 32.71 7 TOP: CHORD ZXG -FIR-LARCH *Z C= zBOT' CHORD 2X4� 'FIX -LARCH 41 BC X -LOC L -R: ff'.Z9 8.85 11,00 Z1.55 24.34 32.71 WEBS, ZX* FIR -LARCH STANDARD SINGLE CUT WEB ir-2 ENDSz1,G ECTOP, PLATES' MUST RE INSTALLED IN ACCORDA14CE WITH `4 CO?fNr OF 1.C.S.0- RESEARCR REPORT #2949. SHIM ALL SUPPORTS TO SOLID BEARING. Cm ALL PLATES ARE TO- BE CENTERED: Oft- THE JOINT.- LEFT' TO RIGHT AND BRICATOR :T0F TO. 90TTOM,, EXCEFT WHEN LOCATED --BY CIRCLE, OR DIMENSION.� BEARIK LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FA TO INSURE PROPER ERECTION. M ,SEE DRRWIP((;� 130, FOR -PLATE LOCATIONS ON TYPI�ICAL JOINTS_� C=r 'j"IT IS THE RESPONSfB-ILTTY OF THE BUILDING DESIGNER ANa' TRUSS TOR CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED co 11��AHRICATOIZ TO� FLEVIEV TA -.3. DRAUtING PRIOR TO CUTTING LUMBER TO PURLINS SPAC50 AT A MAXIMUM OF 24* O.C. �VERIFY THAT ALL DATAr INCLUDING UIMENSIONS AND.LOADS, CONFORM PLATES SHOWN ARE CONTROLLED BY TRUSS, FABRICATOR PLATE TO:THE ARCHITECTURAL PLANSISFECIFICATION-C AND FABRICATOR'S INVENTORY- tRUSS LAYOUT. Bottom- chord. checked for 10� PSF' l±ve, load., (1) Notev 2X4 #3 hem7fir C;;�.better continuous� lateral bottom chord bracing @172!t Aax� O'.C_ required, Attach v/2 -16d nails --Bracing is not required _4111n( )rd.. Bracing if -rigid. c j� is attached directly to botton chc mate . rial to -be suppijed iaj�-boftL ends to a. suitable support j0 7 45?1&� -Lon contractor. by' erect: (11 REV - N-5- .12-11-87' (Bracing Note) Svs P6 sum COUwy 7XGL 7X6 2.5x1q. 3X& ILDING DEPARTMEN, I q. 00 ko Z� P P R 0"tY E D 2_00 12 L 5xq i.zix zo 48 48" G.H. u-0-0 7 10-6-B 3, -D -O OVER 3 SUPPORTS 5.50" R-11674 V- 5.50' R-902# V I NE FURNISH F1 COPY OF THIS DESIGN TO ERECTION CONTRACTOR 'REV 13.0.7 SCALE 0.1975 PLATE TYPE LP1 SEOU REF ff KNE eCINEERED PRODUCTS, INC. TM=ES REWIRE EXTRE]f1E VW UE-RIGN CRIT Lj R477 -**IMP0P.rRNT-** WARNING u wmx1w, ERECTIVA SM TG LL 16,0 PSF DATE 11/04/87: SHRL Wr BE AESMISIBLE FOR W =tt= r= r= DarRnOW -p� SKCIFECATIaS FM 016CING Jim -UT-M-, MRFZLW.: VOW TRUSSES: OR My DEVjfjTIr &a F*,r FAILURE m sun a %_ -m_ UnOWRT RNO, RECCM*?dAtIOk`S1*i?1I, SM Tjjjs m_ -a ric TR=, ix MEW TID?0 TC DL 15,0 PSF ORWG CRUSR427 57MBODB W -1w, tie MM.ITT CONTROL roaML7 81 TPI. REPne &Ds4eGTDP_- THIS OBIGN FOR RODI SPECIRL PSM Be, DL CA -ENG .I= 2a r4xicre p,- OTHERVISE lffilno s;EEL uM.ESS Wiff BRRCING, REDUIREfIENTS- UNLESS , r= SWW, rF ';M G2ACE 0. SMUN, T3P CHORD SiRLL BE LRTW*,tr 8RACEQ XROSHM OF RSM P1. RECEJ -0-0 aT 36. 0 PS tcCRT5 fis WrIK PROPERL'r urmim PLYVGW OT.LD PS 0/8 LEN. 33 W?LT C0*g-_TORS; To to I); FACES AT UNLEST OTHERWISE SWIM. WITO" CHORD, WITH RIGIG MiLING OR wCING SHDV'A. BERRUir. WIOT54S_ WE 4- NOAINFL On OESIG9_ 00 NOT USE THIS dw triuR.Fpc. .2b Pitch: 4/12 =_1 TRUSS STAirif=� Ca*ORa vITH: APPLIMaZ PROVISTCW OF K SPECI IFEW ED LWDER� osG5 f#0 &TPI (PCT) (5ESiGN Milt FIJ�E REThitOANT TREAT TYPE SPEC— U31 27 873 OB"'D MS 0, 0 T -�OV x IN USS T 323P -!* it T -1 J 4 L TR all M �j 12 100AW [F C= r"'n WAGING 24.0" *--TPT TRUSS PLATE INSTTWE. NOT NRTIONSL DESIGN SPECIFICATION FrA ywo cgNSTRucTim 4 -- THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT. SUBMITTED.BY TRUSS FABRIC,4TOR JOB.- iff,175 TC X -LOC L -k: 0.29 3," 7.50 13.69 18-71 _41 t7l CHORD ZY6 FIk-LARCH *Z CHORD 2X4 FIR -LARCH #1 WEBS ZX4 FI -R -LARCH STANDARD BC X -LOC L -R': 0.29 3.90 4.32 13-55 18: 7 1 zn rs"OOT �CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WIT14 SINGLE CUT WEB *-2 ENDSzl.3.7 949. REQUIREMENTS OF I.C_a_O. RESEARCHREPORT *2 LATERALLY MACED WITH PROPERLY CONNECTED TOP CHORD SHALL BE ALL, PLATES ARE TO 'BE CENTERED ON THE JOINT,, LEFT TO RIGHT AND PURLINS SPACED AT A MAXIMUM OF 24' O.C. TOP TO BOTTOM.. EXCEPT i4HEN LOCATED BY CIRCLE OR DIMENSION. TRMSS SEE DRAWING 130'FOR "PLATE LOCATIONS ON TYPICAL JOINTS." IT IS THE RESPONSIBILITY 'OF THE BUILDING DESIGNER AND - FABRICATOR TO REVIEW THIS DRAA4,ING -PRIOR, TO CUTTI,NG LUMBER TO 0 VERIFY THAT ALL DATA, INCLUDING DFIMENSIOUS AND LOADS�s -CONFIORM C) TO THE ARCHITECTURAL PLANSISPECIFICA I TIONS AND FABRIZAlOVS + Tcun vertical tbru to brg. TRUSS LAYOUT, 7? 1 - 6 5xq 3xC_ 2.5X4 1 5 x3j P- DD q.Do 3X4 -2-1 5x + 12 ,140 d; r= —,,.2X4 qXq 5Xq LIM COIR WILDING DEPA RTMO,� F 48" O.H. 7-6-0 jjl-G-O 48" O.H. I B-7-8 APPRwVED 19-0-0 OVER 2 SUPPORTS NOW R7939 -W- 3.50' PLRTE*TYPE--RLPINE SEON--154225 FLANISH F1 COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REY J3.1-5 FLPINE. DZINEERED PRa=Ts. mc. TRUSSES RECUIRE EXTREME MRE DESIGN CRIT 11 REF -Rq27--f)46 **_IMP0RTRNT** 9*u NoT DE RESP0HSIeLE FOR FWY WARNING IN W4AXING, ERECTION A"w D-EYVITION FROM THESE --MIFICrTjw oR mf rnymurm FROM ARKING.SEE MRArING MOM TRUSSES' TC LL I G. () PSF, DATE 12 CCqMTMY R& RECQ1M"T10M5-*TPI1 SEE j /10/87 _` TC OL 0 PSF � DRVGr.RmRP-7 S7344= - 6BC THIS UESIGN OR ANT FRILURE TO WILD THE TRUSS IN CDIAFCR?F&a -PEFM ,F� BT TPj. FILPINE MMECIMS ptIS WSIGN FOR F400ETIO-WIL SmIrIL PEW- TC OL r= QTH THE 'Mftl7y tONTRUL DL I TO W ~KTIRED FROM W G"E MVFWIZED �:TEEL um.M NENT BRWING REWIRErMWTS_ UNLESS OTHERWISE BC DL 5,D PSF: CR -ENG i/,� OTHERVISE SHOW, MEE1116 RMIREIeITS OF f1STfl A446 rRFZE A. SWqW, TW Dion %ftL M LATMFLLT BRWAM 'IN =r- LD [-PIN sppLj Co"ZMRS M 30TK FR= RT UV XINT WD LOWE AS TOT.:LD. 7TE—;.—[)'P VITH PRWE&Y ATTFOn PLYMM SHMIHIW-, %F D/A LEN. 1-9-0-0 NG oR fsRpZING swM. BEMItZ MID HE Fa li- NDMINFL INJMS STHERVISE SHOWN. 50"M CHM VIM RICIS MILT Qv U� cowm vITH FmIcpaLE FmIsIoNs. oF fis sarFIM ON OESUN. W NoT USE THIS PITC& 4/2/12 , __ ATRUSS NOS W *TFE IPCT). DiSICN VITH FIRE RETANDW TRERTM UISER. _TPI TRUSS PLATE INSTITUTE. WDS POTIOWFL-CESIGN SPECIFICRTION M iWO CONSTRLCTION 4; SPRCIG 24. 0 ]TYPE SPEC-,- TkT9 DES19N HAS BEEN PR&?ARFU'FROM COMPUTER INPUT. SUBMITTED BY TRUSS FABAICATdR -LARCH+ *2 'Top, CHORD 2X6 FIR �BQT C x &FIR Hr_,aLt , Z 4 - --LARCH WEBS 2.X4- FIR -LARCH STANDARD 'CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WrTH REOU'lREMENTS OF f_C.3-_G_ RESEARCH REPORT *2549. ALL FLATes. ARE TO: BE CENTERED ON THE JOINT, LEFT TO RrGHT AND TOP TO, 90TTOK, EXCEPT WHEN+ LOCATED BY' CIRCLE OR DrmENsiotf., DRAIWING 130 FOR *PLATE LOCATIONS ON. TYPICAL JOINTS.,- �LT IS� THE RESPONS181LITY OF THE BUILDING DESIGNER AND TRUSS 'FA8RrC_ftTlGR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA,� rNCLUDING DIMENSIONS AND LOADS, CONFORM KIT5CTURAL PLANS/SPECIFICATIONS AUD- FABRICATOR'S icy, THE ARM llTKUSS- LAYOUT. + Bor-tom chGrd checked for 10 FSF� Live load. 4 -0 -Cl 0 m 0 5X6 TC X -LOC L--�,- ar..Zg 8.99 16.50 ?5.,Org 32.71 C-3 BC X -LOC L -R: 0.29 8.k.T0 11.23 21.77 25.00 32-71 En SINGLE CUT WEB- *-2 ENDS-�1,6 rt SHIM ALL SUPPORTS TO SOLID BEARING. cc BEARINCZ LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR to C; TO INSURE PROPER ERECTION. co (Z) TOP CHORD SHALL BE LATERALLY BRACED VITH PROPERLY CONNECTED Cl PURLINS SPACED AT AMAXIMUM OF Z4* G.C. Ln PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE INVENTORY. RuTm COUNTY 7X6 abb- 4 1 2.5X IDING DEPAPITM ji EM lmbim�-7, pop pROVED %__ -Ap w 3Xq 3XS t.5 l.sx4 r a -G -G OVER 3 SUPPORT R-11571� V- 3.5D' 3.50' 'EM1146577 F;,RNIS!4' A COPY OF THIS DESIGN TO, ERECTION CONTRACTOR REV 13.0,7r SME 0-1 MJSSES REWIRE WROE CARE M R -PINE v6D�akm Pmmn, Uz- DESIGN CRI REF Rq27' I EMPORT RNT **'SWtL Wr & 'HWORSIM-Eira w WFIRNING '114 HANDEIM, famm)t Rm jnoNRMTAaE! FM MCM-Sr- -39T-715-, MRKINr. VOW TRUSSES- TC LL 16.0 PSF DATE 11/04/B7 DESIGN OR RO RIUStZ M M)nM THE Tft-,5 IN COWCAMCE C=ZNT?W RIC HEujm?XKI0qs_*lpIl� SEE 6 - 0 PIF ) - A rk 0 PS _Ive -0to-LiTt CDNTXL rFmAL.- japitZ amEeTaia THIS DESIGN FGR MUMONRL SMIm parm- TG OL 15.0 PSF tDRVG CRUSR427 87308C r~FZTMrtr F;W 2g wArZ rALvFWrZW STEEL- UNLESS �04T BRAMC . REWIREMNIS. Um -Ess DrKRWISE A 0 PS OE LRTMLLf BRFCM 8C OL +.,�5,0 PSF CA -ENG MS IVISE 9"j, 6 ))S T ±3 -1 -5 fir EAM X- A -F M, - - , -0-0 cowiEr-TORS, MfmTRFpU NT RND LUMTE RS VLV �;Lt RMOLOMMMSHUM-1 , TOT.LDa.M.D>SF D/R-LEN. 33 - SEA-jw, jjjznjS� ERE 4- hMW.L UNLM OMW ISE SHOWN, 3DTTDrTCl0-WVtTR RIZIUCEILIWOW'BRACING 1 1 1 J 42 '4 ;W STWJfW UAVCM i9j;4 WKICROLE PRUVISIGNS OF M SIEZIFIEU ON' GESIrm. wNQt usE 1M.5 OUR.FAC. 1.25 PITCH 0/1'9 'D rve Orl (Pcn rRSE&4 Mk ftIRL AETFAMNr TREPTIED U*18M 01 2 ZI 9SPACING, 24.0" TYPE COMN a-TPE - TRuS& PERTE MSTITUT.� ws - h9trONF& nesIGN SpFaFfmieg FOR V40 MNSTM110N 0 m THIS DESIGN HAS BEEN P*EPARE10 FROM COMPUTER INPUT, SUBMITTED -BY TRUSS _FASR I-CATOR TOP 'CHORD 2X6 FIR -LARCH #2 TC X -LOC L-Rz 2.25 6�3S 11.50 18.04 23.09 SOT CHORD.. 2X4 FLR-LARCH #1 WEBS 2X4 FIR -LARCH S"TAINDARD BC X -LOC L -R: Z.29 6.3S 9.ZO 17.5S 23.0ff CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT WEB #-TC15 ;2 'ENDSz 1 REQUIREME14TS OF I.C.B.O. RESEARCH REPORT *2949. IX -4 -1�3 HEM�'FIR OR SETTE11 CONTINUOUS .1-AtERAL aRACING T6 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND BE EQUALLY SPACM-;' ATTA-6K.WITH-12.) ad NA!tS. �:BRACIKG TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. MATERIAL TO BE SUPPLIEa'AND ATTACHED AT 86to—ENDS TO A SEE DRAWING 139 FOR *PLATE LOCATIONS ON TYPICAL JOINTS,. SU17ABLE�SUPPORT BY ERECTION COTRACTOR. BE �MARKED ON TRUSS SY TRUSS FA PLICAZOR. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED BEARING LOCATIONS MUS� PURLINS SPACED AT A MAXIMUM OF 24" G.C. TO INSURE PROPI:K trMI-110N. PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE IT IS THE RESPONSIBILITY OF THE BUILDINt. DESIGNER AND TRUSS INVENTOR FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO. VERIFY THAT ALL DATA, INCLUDING DI'MENSIONS AND LOADS., CONFORM TO THE 49-CHITECTURAL PLANS/SPECIFICATIONS AND FABRICATORIIS Required bearing location. TRUSS LAYOUT. +i- optional bearing location. X7 Shim all su -)rts solid to bearing. -2,007, AAC REACV0A 5X6 -1 Awe^ 2.5Xq 2.5X4, , 12 , BUTTE C OUNTY 2X6 6X4 2.00 101ILDING DEPAWN 2_00 5X7 + _++ A 5 \Xq PR ED' # 48" 0 4 0 8" —23-0-0 OVE 2 PPORTS R=1454# V- 5-5D' R=1 8 6 # 14=5.5" PLATE TYPE --ALPINE SEON-146592 FURNISH A COPY OF THIS DESIGN TID ERECTION -CONTRACTOR REY MO�r i,.25w C ALPINE ENGINEERED PRODUCTS, INC TRUSSES REOUIRE EKTR81E CARE DESIGN -07 REF R427 --:z 33 C= _133 IMPORTANT** SHAU_ NOT BE RESPONSIBLE FOR ANY WRRNING IN HWLING, ERECTION AM 16.10 PSI DATE 11/04/81 -- DEVIRTION FROM THE41E SPECIFICRTIGNS OR MY IVIRTION FROM BRRCING.SEFE "BUT -76-, 18ARCING WOOD TRUSSES-, TC I L L TAM OSIGN OR MT F'RILURE TO BUILD THE TRUSS IN CCWORMNCE- COWLKSR1 AND REMMENDATIONS—TI'l)- SEE TC DL 15 4 OPS I F� ORVjb rAM427 87308011 WITH THE -DURUTr CWRrL MWURL- BT TPt. ALPINE CONNECT003 THIS DESIGN FOR F0O17IWR_SPEC(F1L?EW- ARE MMUFRCTI.RED FROR 2D GRIAE GAMNIZE5 STEEL UNLESS WENT BRPICING MIREMOS. tftESS OTHERWISE %:3;QTS\` tA-EN I G , AK��e r v OTWERVISE SHOM, M� -OUIREMENTS CF MTM R4'16 rXIDE R. SHMM, TOP CKAD SHALL BE LKERMLY BRACED 9C OL LPIN RE APPLY =NNECTOR�,t it) BOTH FPrZS RT ERCH JOINT AND LOCF17E AS WITH PROPERLY AMCHED PiMMSHERTHING, TOT.LD-f 36�DPV TVA LEN 23-10-0 'RW ISE SHOWN. 801TOMCHDRO WITH RIGID CEILING OR BRFCIK� SHOWN. BERRING IVOTHS ARE 4- NDMWIL UNLESS OrHE E 117IR "ARE 3 M ]� . 11 dISFF �MT'0 SEE TR TP11 0 PS TH RM y 0 PS = SCRRW . U. I Ba - DR NG 'OT ws TRUSS DESIGN ST.ANORM CONFORM WITH ffPL1CFaLF_ PRDVISIDNS OF, RS SPEC-FIED 09 DESIGN. M NOT ISE TMS, OUR F8C. -Pitch: 412112 *NOS AND vTPI IPCII. DESrR4 VIIH r-fREE REIRRORNT 7KRIMO UUMER- 0. r I r-1 r-1 T�Tj� *--TPI - MUSS PLAIEMSTITUTE. NOS - NATIONAL- DESIGN SPECIFICATION FOR WOOD EDW 141447 NG 24�:O". TYPE SPEC - - .JOB: 16019 TOP CHORU 2XG FIR -LARCH BOT CHORD 2X8 ,FIR -LARCH WEBS 2X4 FIR -LARCH :Wl-ZX4 FIR -LARCH #1 n 0 THIS DESIGN HAS BEEN F��eAKLU- tKUM LUMrUltK tarui . zouumi i izu oT I;NuQa M C 1 -3 1). -Y I *, I TC X -LOC L -R: 0.29 b.4� 11-44 10-Z 4 -1 -Ir 40- M *1 STANDARD, EXCEPT AS SHOWN CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I-C.B-O.. RESEARCH REPORT *2-949. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 1.39 FOR "PLATE LOCATIONS ON TYP'1CAL JOINTS." SINGLE CUT WEB *-BC:S -Z ENDS:.1,3,7.9 ISHIM ALL SUPPORTS TO SOLID BEARING. ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. 1PPLATES SHOWN' ARE CONTROLLED BY TRUSS FABRICATOR PLATE INVENTORY. ,+ Bottom, chord checked for IQ PSF live load. JA11 nails specified, are common wire 'nails. * This area of truss designed to support 23'-G" spans framing to bottom chord from one face. (B.C..=482 PLF) - 3X6 ---- H 3X6 3X8 lOxlO 12 q.00 3XB 8X8 91 5X6 BX12 520-SX7 50 BC X -LOC L -R: 0.29 6.49 11.23 16.50 21.77 26 -Sl 321.71 rj) 2 COMPLETE TRUSSES REQUIREO FASTEN TOGETHER WITH 16D NAILS co TOP CH ------------------ 16" O -C 14 W , WEBS ------------------ 4" O.C:. STAGGERED CD I BOT CH ------------------ 5" O.C. co CD C3 = UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION UPLIFT LOADS: 999 X - LOCATION:33-09-Zff UPLIFT LOADS BASED ON DEAD LOAD NOTED BELOW BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR TO INSURE PROPER ERECTION. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM' OF 24" O.C. It is the responsibility of the building designer and truss fabricator to review this drawing p-j�ior to cutting lumber to verify that all data, including dimensions an -d loads, IOXID conform to the z. chitecturall plans /specif ica- tions and fabricator's truss layout. 3X8 6" nominal bearing required, or 4" nominal 3X6 bearing with MX14" block same grade and species as chord member. Attach WILDING DEPARTMENVith - 18-16d nalls. P,ef6r to drawing 119 for nail 16-6-0 PPR1)Vt:U speci . ng infor- 41-011 O.H. 1W 41-01' - zo —33-0-0 OVER 3 SUPPOR -9 no, I O.H. t10n- R-S217# V- 3-50' R-80BU V- 3.5D' R--833# W- 3.50' c=nm__iamcgq * FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.0.7 PP ATT SCALE -D—.87S �LPINE 04GINEERED PR=TS, INC_ __ TRUSSES REQUIRE EXTREF-E CARE DESIGN CRIT - U8 REF R427--7124 **IMPORTANT**SHRLLNOT BE RESPDNSIELEFGR my ORNING, im ta-muw, ERECTION. i; -ND C= DEfIRTION FRM TKSE SPECIFICHT104 OR MY DEVIRTIGN FROM BRACING.SEE -BVT-7S-, ISRSCING dDW TRUSSES' TC LL 16. 0 PSF DATE 11/-04/B7 C=3 THIS MIGN OR F.NY FAILURE TU BUILD THE TRUSS IN COWORMhCE COMENTRRY ",RECCMENGATIONS-61PI). SEE Tr- DL 15. 0 PSF ORWG CRUSR427 87308004 I]SF SF SF I rH THE -Owuu CONTROL -"AWL' St IPI ALPINE CM-4ECTDRS THIS DESIGN FOR FOGITICHAL SPECIAL 5 D--FSF FAE ".!FRCTIAED Ft4n 20 G11GE GALVANIZED STEEL 04 -ESS NFJIT BRFCINE; REMIREMNTS. VILESS OT. -E 61ISE, BC OL AN, MEM& gEWIF_-@qTS OF Rsym fjq4s r Xq. CR -ENG M (ITK"ZilV: SHO RAW it. SHOUN, TOP CHORD %FLL BE LFTERELLf BRACED SH947HING, LPIN 1j;prLy CONNECTORS TO BOTO Fr*_'ES FIT V -f -H .0INT FOO LOCRIE RS VITH PRGPER4_1r ATTACHED PLTV= ITOT. LO r—*,SG. .0 PSP) O/R LEN. 33-0-0 %Gvg. BEFL;jItZ 4111THS ARE I-,1ZMI*L UNLM OUERWISE SWUN. 50ITCM CKPa 14"M MiMu CEILING OR BRFCIPC O[ESIGN STFiNDMOS CEWOR11, VITH FppLICK%rE pRnrj;SICNs OF AS 7ECIFIED DN DESIGN. 130 NOT USE THIS TRUSS I OUR. FRC.' 25 PITCH F -N(IS AND aTPI IPCT), DESIGN VITH FIRIE RETARCRNT TREATED W"atER, TYPE -COMN-- =1 = r= *---TPI - —,LG5 PLATE INSTITUTE. WS - NATIONAL CESION SPSCIFICATIGN FCR VDOO CCXSTR1X'TCN ISPACING 2%. 0 '®rk joa-Z 16H27 THI'S DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT. SUBMITTEV 13Y IRU�is FAuKiLAIUK TOP CHORD 2XG, FIR -LARCH *2 TC X' -LOC L -R: 9.29 9.23 16.50 23.77 32.71 BOT CHORD� ZX4 FIR -LARCH -91, WEBS 2X4 FIR -LARCH STANDARD BC X -LOC L -R. H.,29 9.23 16.50 23.77 32.71 rn ;u CONNECTOR PLATES MUST BE INSTALLED IN A:COROANCE WITH SINGLE CUT WEB *-BCi3 ;2 ENDS:1,5 N3 REQUIREMENTS OF I.C.8.0- RESEARCH REPORT -0rZ949. 11%, SHIM ALL SUPPORTS TO SOLID BEARING. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT A92 ITOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLS OR DIMENSION. BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR CD SEE DRAWING. 130 FOR "PLATE LOCATIONS ON TYFICAL JOINTS-" [TO INSURE PROPER ERECTION. NECTED IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CON] F-ABkICATOR TO REVrEW THIS DRAWING PRIOR TO CUTTING LUMBER TO PURLINS SPACED AT A MAXIMUM OF Z4' O.C. VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM �TO ThE ARCHITECTURAL 'PLANS/SPECIFICATIONS-- AND FABRICATOR*S PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE TRUSS LAYOUT. INVENTORY - I+ Bottom chord checked for 10 PSF live load. 5X6 2.SX4 7X6 7XG 12 4.00, 2-SX4 BMTE COUNTY --WILDING DEPARTMEN1 2X6 5XB R VE D 2XS 9-2-12- 16-9-0 1 16-6-0 4-0-0 O.H. 4-G-0 O.H. --33-0-0 OVER 3 SUPPORT R -1187!t V- 3.50- R-3229 V- 3.50 - PLATE TYPE--RLPINE SEQN--146579 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTO R - ]R=B rESUIRE - c:xrrtrrz DESIGN CRIT J)f3 REF R1427 --712b -ErrIMPORTRNT-a* �;.,4 wi ir nvvn.a_E FoRm WARNING.T.4 MiNXDC' U=(N h%v F11EGN T S' L L T� OL C L TC LL 1,6. 0 PSF DATE ZUIRM-14 FW-trt -,F_5E SP-MIFICRTIDG a4 MT UEVAMN FRCM MKMG-SM -39T-TG7 iBRFCt4 OW TRUSUS-Z 11/04/87 �HIS uUMN ZR rnmf F-AWAE M SUILO 'NE TRJS� IN tM"CNTM FW RMUZEAHTIOWS-4711' su vitH rw -aktur Mwm rpa;FL- at Tpj. aLpliz Mpoi-MANS THIS OES tCN FOR fl0r.171WC SPUIRL PfLrdlff, TC OL 15, 0 PSF ORVG cmmtw 9730NOB SO I !a SR= GkVFWtZW SK"I tWESS W -Hr WZ1115 OMMISE + r S Md;FKTURE3 FROM t +4 8C OL �A S 'LIL Lpjs 0pF_qVjSF_ IS-7fl-4 AEWIR�MWS OF PSTn A4�6 GRRX R. TOP 0100RZ --IiKL BE IRTEERF"t IRKED TOTO LO_ 4 LS � CR ENG AFN,Li caviEcr,;L, m daTR FPrEs Rt Vw-4 -ONT Fitz =Art Rs IWITH P=-Ewt RMew-0 ft.Vi= SiiM7HL%G' TOT.LO. /7�6. 0 W 33-0-0 SHM1. BEF-RIM. W V W)MINFL W4.SS 4TKF&jSF "W -s. WITMO-MOVETIi OU A Lai" sTw-"w ewows inrii sppuma-E PRLYISNAS OF PS SKMEM 09 ZE358, DONOTLSETsils UUR.jFAC_ . ATRUS�.Sq_ CESTD4 WM FIRE RETfiRZPsiT TH� *_pZS - Aso- �rpl 2q�oo o --TPI PtArE NSTIVIIE. )�Z! - V3TV;,RL �ESIGX S?E=F`1CRTvrA FDR 4000 CaNS-��.VIDN ISPACING ITYPE COM-- __= r'_ = = = r--" I- - - -...w - LL] 0 JOgr 16029 THIS DESIGN HAS BEEN ?�,EPAREC�FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRIMTOR ,TOP tHORD 2XG FIR -LARCH *2. TC X -LOC L -R-. 0.29 9-23 16.5H ZZ -71 z,BOT CHORD 2X`4 -IR-LARCH *1 WEeS ^2X4 FrR-LARCH STANDARD BC X-ILOC L -R.- Z.29 9.23 I,TG-5ff 22-71 rn CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT WEB *�BC:3 ;Z ENDS. -I.5 REQUIREMENTS OF 1-C.B.O. RESEARCH REPORT #2549. ISEE TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONN_PC-.ED CID ALL PLATES ARE TO BE CENTERED ON, THE JOINT. LEFT' TO RIGHT AND PURLINS SPACEDAT A MAXIMUM OF 24" O.C. `4 I TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.. Ea C3 DRAWLNG 13Z FOR 'PLATE LOCATIONS ON TYPICAL JOINTS." IT IS THE RESPONSIBILITY OF' THE GUILDING DESIGNER A.1410 TRUSS M FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO C:) PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE VERIFY THAT ALL DATA, INCLUDING' DIMENSIONS AND LOADS, CONFORM C:) TO THE ARCHITECTURAL FLANSISPECI F ICAT IONS AND FABRICATORIS IINVENTORY. TRUSS LAYOUT. Bottom, chard checked f or 10 PSF 11ve load. 12 zzz�__j 4 00 Z�' 3X4 R -07!t V- 3.50" PLATE TYPE--RLPINE SEON-1146581 * FURNISH R COPY OF THIS DESIGN TO ERECTION GINEERED PRODUCTS INC, TRUSSES REEUIRE EXTREM CARE **IMPDRTANT-**s'H`RLT6w'_1T BE RESPONSME FOR* RNf WARNING IN. HANDLING, ERECTION AND DEVIATION FROM TIESE VECIFICAIMIS IDA ANY OWATION FRO:1 BR.9CING,SEE -8WT-7S-,(WrCING 9000 TRUSSES: THIS cEsirw OR ANY FKLURE TO BUILD TW_ TRjsg IN CC*-MMNCF- CQ4rUTRRY AND RECOMMENDOTIORS-TP13, SEE C WITH THE -DUALITY CONTROL rFM;RL- 3Y TPI. ALPINE CONSIMRS THIS VESIGN FOR ADDiTIONRL SPECM PEW - an ARE .1FKUFRCTURED FROn 20 GAUGE GALVANIZED STEEL uNLESS 4ENT BRACING REOUIREtIENTS. UNLESS OTHERWISE OTHERWISE SHO614, MEETING RIECUIRErVITS OF RSTrl Rt;;;G GRPOE R_ SHOWN, TOP CHDRD SHALL BE LATERFLLT BRACED APPLY CONNECTORS TOr BoTif fRCES fit EACH XINT AND LOCATE AS 911H PROPERLT ATTACHED PLYWOOD SHERTHING, SHavil. BEARING VIOTHS ARE 4- NDMIhAL UNLESS OTHERWISE SHOWN. BOTTOrl CHORD WITH RIGID CEILING OR BRACING =,� ATRUSS DESIGN STANDARDS CO?wFDRM WITH FPPLICAME PRPYISIONS OF AS SPECIFIED ON DESIGN. M NOT utif THIS I I*NGS AND &TPf tPCT). , DESIGN WITH FIRE RETARDANT TREATED LUMBER. r-2 _*--TPI - IRUSS VLFTE NSTITUTE, NOS - NAT (ONRL_, DESIGN SPECIFICATION FOR WDOO CONSTRUCTICN /-9 v R -9071t, V- 3.50' REY 13XJ DESIGN CRIT UBC TC LL 16. 0 PSF TC OL 15.0 PSF BC DL 5. O-RS9 TOT. L.D. ('39—. P -SP OUR. FAC. 'ttl� 2q -O' SCALE - 0.2500 REP 27-777 DATE 11/04/87 01:VVG tRUSR427 87308007 ZA-ENG --- _:::�e _1�0 -0 ;F/_RLEN' 23 WITCH 4.0/12-_ TYPE COM -- F COUNTY PEPARTMEN7 fl, I A? %W., v E D 0, , I I : P! T, wj! w —70 an p It _711. I w 11 �4� 1 - 1. �_ —7 avi 01401 . *4-.4 M 1 00 � W-1 . . . . . . . . . . 0 uivm 4 41, X v V1 tow 4XIZ 110 _A� 4P N 4 r v r �v Z. — 4 Art. 6'. pl tl�j 44, 1 4b 24 /6 Iq ; ,t� �1 sed I 4,46 k4f'," Vic, JL he f �A` 4. 7111111 WN J 'L lr# w1v 04 4 t CW sn , , �v j4 4- N till, "0 44PU AWIO#f�o llzwl�m VIA, V_ e- J_ rt4i W. 110 Ji Do 0 tr Y 1111-0 + L I' I % 1, If I �14 T 4' e17 L, 1�lkllliz-_ ZAA41111(41 7 zl)(p sr 4% F ". A zf, A rtl, 4A mv:str, 4* V PROWDt AppIto 9 W4 rr1V w f k. v . t ALV6. IeO i - AND ADEQUATE Co 8 0, M.., VUR, FOR HEATER, & OR W., sk %3 4:4 Mosl�_4q1k'_' 6&N 61144- fmvide, one-hour PrOtGctOn On i��(A mmon wall mzoqlr�a C4 veoAA In" garage 04 of Co Ns,� 0 Air with solf-malosing 1-3/6-11 .0 door. 11VI C."k sadcol v IS 6 J 6 1,0 s CERTIFICATION OF COMPLIANCE WITH CHICO UNIFIED SCHOOL DISTRICT, RESOLUTIO 340-87 CUSONO.- C lod School DIStflet4eeniflej thUt fj�A A4- 3 q,;Z /r; t (n/3 Zvf at a ress) ,p q 51-1 a -4 - (SIP) has compli0d With the req'iiie__n'*f6nts of Ftesolutloh No. 340-87 r 111,61 t ci 03 0 &41 n of commer n p I � arcel No. by the payment f)f I$$ of s ICUSD ropeds-en(btivel, -..,- ., .. � I'vir1 "It 1-1. -N&I'VI -1 I ". , I '- � ,_ �V. ,, � - -".- . ", - I I . 1, ,, " - ,� .1 . -1 I -1 --- -V Ty, " ..%I" � " ,, ,:_,�_Irl* �'IWIA _ ,Ilt' 1� ip r , : - - "W T ,`w -# -i - lur-N.; 17�- 1 , , . . - . I . I --- ____ , �, V!: I , I , wa 1'qn.r*Apr" i�, - "I *!!" 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