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HomeMy WebLinkAbout043-270-024f<(F']CA\L RooF 1--P\m C), c" >( 3 R1o4F-j HIP5, V1\L-L-F-)f`15 F /< ci V)C Pl- SF -j7-4 C- )< /o (S OA I-IAJq 11"(FICAL CEILIdG7 FRM X r, C E /I- 11jr, j o I 5% o-16,0 1 C, -?-YG zdo ot/<cj - 2--/, c 0 ?-y\q 51,1;'OtjC - oAr t4 �00F C L FAL F�6 PURLId.. 0 2- I c tt Op C OK PG. Y 5 ff� 7-14 1 d6j qo'c' 6 )(6 FRM OLk Fez V,5drs f�- 17,-AcCP &-rvVdJo1,57' Ce /-w PIR ;y va"ccX F7-5 �OV9 HA4 11 fj 2.X4 F�sc-IA OP, -A 5 C /A a U trF- P, PbL -rOF F1-4-f��5 c. JoVI 4,11`- 5UPllot ry (�ax�� CL-(� jotv (o 0 CA r AO Y, F 51oldr, IV/,V 6R60 vi!5s Gyp by Sloe - Al Gyp 60 Mr ayq Roo oe- F. 3 CONC -5-4AJ-13 Nf �j -X C Ods l`�\5EC--�;10� 7 71 �x T t + T-17 .5 L) I -J ------�t 7 FT )3 1 c K VEd. -fO MA rcy' F411 SPCT V1111 "o. ar-,,OOVC-5 EXj5rjd6j 0 N1 o Ali 1,3 WP OR AP-PRQVEP 13utte County EnvironmOntal Health tu \A 5 5 f IU4- E -E POOL OF -Cl/ Qvsl: PPr fill �7 if -13 'rL I ?Ohal NJ S —7 Ca A P15VA1.5" --Z M P. 6 r ma)(1.5 KIA16, LLI t? Room a tj V) OR if ... ...... . ITT!- cfwpEr� ' ' + :� '' {GF1 BRICe- V444F-6e- 7%) y L -PV �5 -G3 4VIN03. 6 �� !4 - 1I I I ��j i I �I i 4 � Gpi� I \ x/o EN ONMENTAL HEALTH dq b/A L K J A N 312000 -1.0 PC) U,5 F 0 L a Ch. co, California Fs �' L L /�. T'i c� rJ ,,� /F�, �fL 0 0 P, LL-� N 0t iPWF- L 4. 1drj- 'rO -4767',50,,Fr LIVIA16, ,c>,REA POS. 5P E A K rz.. R L 0 C Ar/0,VS or� 33, 50, Fr, covj:7izF-,r,, p,&,\-rlo o= r. V, 0011 - -- 2� SQ 0110- 50 - Fr COVF-REo E47 -Ry PORCI-I IT] 7-1-F-Flo4z Jeo< 13R/-\C,F-: F�NE-L-s =: E:> 561a MILL rAAIEz-5 4-5 F-320-11.3 x q 5rUD5 P 16 ",0 C. '"11A81 -PP IEP vV18d eq ro 0. C, C)A/ EPZ;:�-S; IAI FlflO C2-Rlr 572)4� o2 ?;<y 4/jas a. a Xyl 5 1'U2s cv)< s - 12"49.C. M/ V"f- 3)0/ OLI-r4- W I I- L edJAI I�Z' CAO tFAIeR6v Y j5•FF 5 r1jj�j2,&,F,05 As C41Mofre ZOAIF. • F., LvI I ( I kill �Iljdl� r i :A ' s F., LvI I ( I kill �Iljdl� i J v ELLIS PHOTO & REPR6GRAPHICS tali GENERAL SPECIFICATIONS. e s�,.,� 'Ove P�°a ��� u�\ �" ` �ti�G SIZE I �x 3 � AREA&480 DEPTH -3— TO SHAPE 1ZF-C7'.A&-16Le PERIMETER 1C7jB TEMPLATE NO. CUSTOM d) TILE SIZE x � TILE COLORCL4Etas (CO) z PkCIE-Izzowss� COPING 15r-IC1r COPING COLOR F31ZIC-L; POOL CAPACITY ->n GALS. a PUMP CAPACITY G.P.M. MOTOR H.P. H.P. FILTER L4 SQ. FT. FILTER RATE e7 G.P.M. TURNOVER HRS: VACUUM LINE & SKIMMER RETURN LINE MAIN DRAIN 15 Ff PA C A--rr-- —MODEIS--Z) L SKIMMER NW,G�O BACKWASH TO 'OF 1/2" FILL LINE 3�-4 ANTI -SYPHON VALVE 14 2 r HEATER I) SIZE �Z BTU A GASLINE BY:, VENTED BY. I t-4 L� T SCXJ V,3 AJrT m d c A m) LIGHT E- t-! CLOCK f Z 0 v C t -7s 7 f ELECTRIC BY: 1Z L C-1 C -r Z I c- !-4 ELECTRICAL BONDING BY: 5UNSH; rile" POOL CLEANER CHLORINATOR %J K1 L F --r BOARD -SIZE BOARD SUPPORTS. Tile: -, LADDER—Mod Tile: v! el F- SA Water 1> i J SLIDE --#— Color— GA-- Hookup ROPE RINGS W/ROPE & FLOATS DIRT WALK GRADING 0 YES Ei No TRACTOR SI F -k4l STUB PLUMB 's K 111" W r --Z G—ASAP CI OTN 101 TILE & COPING DECK BY: 1'> SC-,\ L TREES, ETC. CONCRef-E-PEMOVAL BY: BOND RAISE, BEAM:T7 L YES [3 NO (�—HEIGHT—WIDT DATE & cp SWIMMING POOL NAME a��v.Q��z tj 7-TZA1 L 7-'� ek" 0 DWN. BY da i ADDRESS � 1 C 0 C -A 016 CK'D. BY CROSS STREETS px RES. PHONE BUS. PHONE PRINTS S- SUNSHINE POOLS OF CHICO 705 LAWN DRIVE c- CHICO, CALIFORNIA 95926 C.L. #357298 PHONE: RALPH ME BOB BOWEN: sem- 'V -P --,V- f 7 ---7-77 l JOSoz -1-17ZS THIS_DWG. PRE -PARED 'FROM COM};'TER 'INPUT (LOADS &..DIMENSIONS) SUBMITTED BY TRUSS MFR. F:ALLPLATES D 2X4 FIR -LARCH *1 TC X -LOC L -R.: g.2o 6.27 12-` 17.73 23.71 D 2X4 FIR -LARCH NSI - C ' BS 2X4 FIR -LARCH STANDARD gC X -LOC L=1€s 8.29 >' 16 15.'32` 23.72 R PLNTES;MUST BE INSTALLED IRACCORDANCE WITH SINGLE CUT WEB *-TCs1,1 MENTS OF I C.B_Oc RESEARCH REPORT #2949. + BOTTOM 'CHORD CHECKED FOR I$' PSF LIVE L-OAD-. C3 CO TES ARE'TO BE CEPTERED ON THE JOINT. LEFT TO RIGHT`AND oBOTTOM. EXCE''T WHEN LOCATED BY CIRCLE OR DIMENSION. ALL TOP' CHORD SPLICES OCCURRING BETWEENWTNG 138 FOP, 'PLATE. LOCATIONS ON TYPICAL JOINTS PANEL PAINTS ARE TO BE LOCATED AT APPROXIMATELYCD1/4 OF PANEL LENGTH FROM PANEL POINT {WITHIN 12') AND NRD SHALL BE LATERALLY BRACED WITR PROPERLY CONNECTED SHOULD NOT OCCUR IN PANELS NEXT TO A. PANEL POINT SPLICE. PURL.INSSPACEG AT A MAXIMUM OF 24' O.C. NOTE_ PLATES ARE DESIGNED WITH A DURATION FACTOR OF 41.92., Note_ 2X4 #3= hen -fir or better conVlnuous lateral bottom chord bracincl - " Tari. O:C. required., Attach Tr/2-16d nails..Bracing is not required 0-s7 if a riggid ceiling is attached directly to bottom chord.. Bracing nateri.al to be supplied, and. attached -L both ends ,to a suitable support by erection: contractor. f� 4X4 IX3 1X3. - �r .gyp y3 . x 2X5R �.T 9 P x -zg - 6.00 � _ - _ 2X5 - C 3L 3X'4. 3X . 24" O.H. 247- 0. H.. ' - ' 24-0-0 OVER 2 SUPPORTS R-726 �- s:so. R-726# 41• 3_01' PLATE TYPE=-RLPINE SEQN'- 169T17 FURNISH: fl' •COPY' OF THIST DESIGN TO ERECTIDN CONTRACTOR' REE � 13.2.3 E -0-2500 1.I►1, I3.PINE ENGINEERED PRC[IIlL!S,. INC. TRUSSESIBRALING Worn = � Qat!£ "a �t DESIGN CRIT REF --/.i o c o fI PORTRNTfg sHu ND -i BE R S"®R&I F I' WRRNING IN N mva, ERECTION I� p 6+ n02/22/B 2 pEYIATIO!N iRGPf THESE SPECIFICATIONS' 0R; E�tT DEVIATION FeZOtt BRF�lh&.SEE -UT 76 , ��y` o� F,y TC LL jn0 . J PcJF DATE Gf �� t= O a THIS'-CESI6N OR MT.FAItl� TO EUIMME TRUSS IN CCSEDRIFF,'CE COMMENTARY AND FaDvENDATIONS-+TPI): SEE � � ��y y TG DL 10 . D; PSF ORVG CPAJSR427 BBQ53U%'1 n CC t VM TIE-an-ur Iwnm?H&O ' BY TPI. ALPINE CM&EM HlS THIs DESIGN Foil ADDITIONAL SPECIAL PETirWi- r� 0 ARE MRdFFiCTLR�6 FROli 2D bALYiifIrM STEED. IRLESS (TENT BRACIFE F Dulwr NTS. Lw -M DI cw1SE' ►+a� cp BC DL } 5. 0' PSF CR -ENG MS y anC WISE SHONW, MEETING �lIRJEIITS OF ESTM A456. !TRACE' A, SHOWNx 'TLP CHS SHALL Bc' LATERALLY BRACED 1 _1/8 � � � " aAPPIS CONNECTORS' TO BOTH FACES AT ERCH .JOINT FM LOCRTE AS PITH F -Ut.Y RTTRC a PLYWOOD S;'EATHIIG, TOT. LD. 31.0 PSF D1R LEN. 214-0-0 St0I4Ip. BEARING WIDTHS FIRE V NOMIWL MESS: DTHMISE SNOWN- BOTTOM DDRD WITH RIGID CEILING OR EaA'[?lt. trr =iYlLt - `�" TRUSSr1, DESIGN STMMM CDFM PITH: WPLICFB�. PROYISIONS OF RS UUIFIED DR. DESIGN. D0 NOT ISE -THIS FDFCALIf�R� OUR.F . 1.25` PITCH 6.I2 D/' 49S FM *TPI- IPCT!'. DESIGN PITH FIRE RETARDANT TREATED.I:TSSER. � Q o �' C C= .- TPL TRUSS PLATE INSTITUTE, N4f WTIDNRL DOES SPECIFICRT]OR FDA VWD CONSTRIXTIW. Z%:3 SPR 24.,D TYPE C{JI'IN" N iF ■ JG8 1823.2" _ ' THIS DWG. 'PREPARED FROM COMPUTER 'INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. T_OP- 04ORD ?X4 FIR -LARCH *I BOT CHORD ZX4 FFR -LARCH *1' WEBS 2X4, FIR -LARCH STANDARD :CONNECTOR PLATES MOST BE INSTALLED I.Nl: ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH. REPORT -#2949_ a_ ALL PLATES ASCE TO BE CENTERED ON THE JOII,z i , LEFT TO RIGHT AND TOP TO BOTTOMI, EXCEPT WHEN LOCATED BY CIRCLE OR, DIME.NSIOX. SEC DRAWING 1.38. FOR *PLATE LOCATIONS ON TYPICAL JOINTS. This drawing also specifies design for common hip trusses to be used @24u G_C_ U ply), Use same lumber, configuration an& plates_ `:xtend top chord to, hip rafter and support every 4-0-0.. Brace flat toe chord 812X4 lateral bracing @24" Q.C. Fasten to each chord w!2 -16d nails- ftwftxm- Convent'onal framing, is not the responsibility of the trk-- designer, plate-;znufacturer,, nor truss fabricator_ Persons erecting Musses are cautioned to seek advice by local professional engineer regarding conventional framing - Note: This tr.2ss designed for s"6-0-0 setback to support a conventionally framed corner sat on left end and end jacks with no webs framing for remainder of truss.. Opposite side supports 2 -0 -Cr T_C_IB_C_ split ' loading. PEI E TC X -LAC L -R: 0.29 5.32 9.76, 14..24 18.68 23.71 BC X -LOC L -R: 0-29 5 SE' 3.76 It 24 18.50 23.71 SINGLE CUT WEB *-Z ENDS --1,3,5.7 (U) BOTTOM CHORD CHECKED FOR IB PSF LIVE 'LOAD. ALL 'TOP AND 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 - TOP CHORD SHALL BE LATERALLY BRACED 14'I iH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. NOTE PLATES ARE DESIGNED 'WITH A DURATION FACTOR OF 2r.92- LI Y Lt c i8 -3X9 JCL 36.11 o -H. � 24-0'-L' O4fER --eSfFPOHT�` v R-1t95� L- 3.SD" 4PLATE TYPE--RLPINE SON -202S )77 FURNISR A COPY OF 1HIS DESIGN TO ERECTION CI 5X6 5-11-q J'J CIVIL �� 4r OF CA0; Pr _ 17 5.00 5X6 - r R-7 BF3: S it- 3. SD' 0�7 HEI LrTSSPS., **IMPGR.i RNT** Sl it 716T'BE rFkfF�SREaUluslNPRQ[.EF,R, �,T Tf9JSS.-5 FEWI:C E1 MErt MRE WFL KING iW WOMI)G, TD LL 16.0DATE f Q =-f1 inCK ERM TKSE S.PMFICRTIDC LH Mr CEYIRTI09 ,FRM ERMT[UN t MCI!G_S•EE I.TW TRUSSES: s0 OL ILD 5.0CH-ENG :" %IIS GESIoGKIlk tri FRILtI 'M 'MILD TIL TRUSS IN C_NCV4 A4CE CtLP� FPO RE1 40RTIDhS-sI?n_ SFr a 1R. Fes. 1.25 �. c= viia rE, msu: T' MhTRDL rpAiY- s' inT_ F1PiNE cmecTM TRIS UESIWt FPS: FMFTICWA. 5PE.Ii% PEWA "r—, PRE FVNUFRCCTU F EII FROM. tD- GRJCE CALTFWUW STEEL WLESS WNT &"?9CIAS !tEDL1MtE}TIS. LKIM GTKRVIS t� �!A� . ` C s QFt£RVM SHDVN -SE-MG REWIREPSM'S OP FI,iTT R44 GRACE R. _ SP¢S TOP CWAa 91FLL BE LRTEAPL T ;$RKED sPQt. Q PF -P -Ir *F --C A3 Ta B^TH FACES RT ERCA _QM FW LOURL K_ In TR PRt)P£F-Y iITi ' P. vtow S#RTNIW, ,pK.i SNOSIIi. BE.Iiif YIiiT:i IWE R' k:,7lh'�'L FX :..a:3ERSiISE StCY'R_ -BUTTOm t]fiY.iU YF?K RIGID CEILINS CR ILSACIWG M jj�y7 SFIiyD rtQS gh?irit YI[N i1PPLICPiPLE FRLY?ST^stis OF i6 SP£LIGIET C+� OESIEs:, til trtiT Pfd TK:5 - _ _IG►P. an a� F! -L :TNI [Y'`i9 s PRTE.Y' NC$. 4.S4'l,%Mi RW 4,62:, :a -DC %N YSI,t FIRE hUWt"T .RiTtI-!u LLV aN _TPI' - [R PiRTc MTTTU F. RTM - AATiD_ & MSIM SPECIP!CWq! T r0q 1=., COWSIRt1CI)ON 5X6 5-11-q J'J CIVIL �� 4r OF CA0; Pr _ 17 5.00 5X6 - r R-7 BF3: S it- 3. SD' 0�7 HEI DESIGN CRITUJPSF Rg: 1442/ -20 TD LL 16.0DATE 06/30/9-8 TC DL i0 . 0ORVG CRUSR427 88182029 s0 OL ILD 5.0CH-ENG :" TOT. LO. 31.0 PSF 0/8 LEN. 24-0-P a 1R. Fes. 1.25 6112 Se t 6-0-0 7YPE HIPS -::I JOB= 18,219 - THIS DWG. FRE -PARE F EF 2Xf- FIR -LARCH #1 D 2X8: FIR.-LARCH1 S: 2X4 FIR -LARCH STANDAR✓, 17XCEPT AS SHOWN FIR -LARCH 01 ` CONNECTOR .PLATES 141IST BE INSTALLED IN ACCORDANCE WITH ' RE©UIEtEMENTS-OF I.C.B-O. RESEARCH. R.EPOR.T`*Z949 ''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 130 FOR -PLATE LOCATIONS Ott TYPICAL JOINTS_" CONCENTRATED LOAD LOCATIONS MUST BE MARKED ON'TRi7S5 BY'TRUSS FABRICATOR: TO INSURE PROPER ERECTTON.. TOP CHORD SFALL BE LATERALLY BRACED'WITH PROPERLY CONNECTED :.PURLINS SPACED AT A.MAXIRUM OF Z4" O -C. NOTE: PLATES, ARE DESIGNED WITH A. DURATION FACTOR OF 0,92. All nails specified are common Trite nai.is_ -oorN A 15,1 onp S ^J` a- CC E� C� 24- O_H_ Ih ?R 6-0-6 (a) .' 1392# _FROM COMPUTER INPUT (LOADS &'DIMENSIONS) SUBMITTEfl BY TRUSS MFR. TC X -LOC 'L -R 8.29 4.83 8.50 12..17 16.71 BC X -LOC L-Ri H.29' 4.83 B..50 I2.17 16.71 SINGLE CUT W59 *-BC:3 :2 ENDSri,5 BEARING BLOCKS -SAME GRADE AND SIZE AS BEARING MEMBER: BRG LOC 2 17-f6B-Bfl:: 1 BLOCK H# LONG - 2 16d NA.ILS/ALOCK THIS HIP ' AIRDER DESIGNED TO CARRY 24' iR" HTPSET WITH *1 tIP AT 6' 8'" SETBACK FRAMING TO BOTTOM CHORD FROM ONE SIDE, AND 2' 0' SPAN FROM OPPOSITE SIDE FRAMING TO TCIBC S'PLIT,. ALL. TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN: PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 114 AF PANEL LENGTH FROM. PANEL P€JINT (WITHIN 12") XND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT .SPLIC` 7X6 R-2523Sr V .3.5D_ art r;et-lTt��"rsLr �iE SEBiv--2F1257S r -in iISH Ei :L'OPv DF THIS;='Tik! n ERECTTOi EU WA © 7� (S( FDe ENGINEERED PRJD(7Li5,. iNC-, t, p},� TWMM RECU10 WREM CARE C� Q C� i✓ • -**II FIORTP.NT** S9Fr1 toy LE RESPDRSIELE FDR ArIY WARNING: Ili, I#?DLIW., ER ---TION RFA ATRUSS �iIFnCY r-3iH'f' 1• -Sc IFICATUM 03 FNT DEWSTIM FROM MCIa�.,SEE 'E9T-7E-, w9netrfi USM TW,&%S: Fi4M ESSIGN M FW FrRWRE TD WIi7 TWE TRILS IN CGTJF6RMXr ' C[t�7t'�GTMI T`ND RC"..�'MNDRIIrfG-- f. SEEVili+3:1= �Dl ITf EGYIRS"... rpkAL` 917Pi_ AiPINF £E Iti:70n IN]S LF'OrH FrAt }3ia7flUltfkl »PECI.04. ?FRM - imi lre t7FFtII CED- F -Ran 20 £art i l trmina shtE UNR�.ESS �I 84,KIHG RMIRSrxm$. tRt _M, ;)rifiFifrsE GTiii"ERUISE SAMtf METZ14 AEW1aEFF_NTE OF FETA MEW MKX T _ %ffNN, 10P CIWO "HARZ. $E LRIMN 1F 6WCED ,fIEFf:W, V1011� zqc 4'' WAIWC t�ES—Z UTI X-RVISE S�D'ST1:. 6DTIMCNCSID90H RI:I2rMIwnR0RF_1Iw. t'.ESirdl smi-MM CDOI-0 'VM FPPLIMLEE ?WfISIDFZ U -F 'fig `PECIFIED 09 D£SMV 00 WIT.IZE T -SIS Aw r?i (PCT1_DFSTCN V14 FIRE ii':Ttuifi 4 tMT170 tlilA iE T?Z - TRISM PlillINSTIMTE HISS - NAFIOAti DE ;W DIECIFICSSI N FOR V000MMUf2'CIM4 n' M Cz En v c3 co f— a. N) C zu 3X8 ?X3 �. e 3Xi3 11 1 HEY 17.2.9 R -33D4' - 3.SD" TICilr. E - C. s _W TC LL 16j) PSF` DATE 06/30..., e �. TC DL 10-0 PSF DRUG CRUSR427 BBI82D23 HC PSF _ENGL 7`-d'60' TGT. LD. 31.0 PSF O/A LEN. 17-0 -0 �lgrf aF CALlc°�` OUR. FPC. 1.25 R ITCH 6. SMICING SEE RBDVE ITYPE C011N _. _+:: � :::•Y. r�rS--�..._ � —.0 .- - ... .r+'E�. •••-..• -'r ms's e.rasr--�wf o s w oiraso+w+m•.r�vs%.we - - - �+w�+ `. ..fes- JOB.` .x.2284- MAT *THIS DWG. PREPARED FROit- COMF 1TER INPUT (LOADS & -DIMENSION'S) SUBMITTED BY TRUSS M R. . TOP CHORD 2X4 FIR -LARCH 01 TC X -LOC L -R: 9.29 4.52 8.59 12.48 16.71 EOT CHORD: ZX4 FIR-LARCR #1+ C R a09 if- 3:.50`' WEBS 2X4 FIR-LARCHSTANDARD BC X -LOC L -R: 0.29 B.:4B 16.71 Lo REY 13.2.9 SCALE p{p , INf EliGtNEEfED PRCDUCx�r INC-TRUF.SCS REWIRE EXTREME CARE t PORTANTX-E Skdi. IAT 8E Rc'SPOISI&£ EDR NC- WRRN'ING > 4 ERECTION RM ., `- DESIGN CRIT ' CONNECTOR PLATES MUST 8E INSTALLED IN ACCORDANCE WITH' SINGLE CUT WEB *-TC-..1,3 BC._2' tt1 �y {� DRTE 02/I O�OO REQUIREMENTS 0F'-I_C.B-O. RESEARCH REPORT 02945. TC DL 1 O .0 PSF DRkG' cAusR427 _ 8089010 L_PJN` FFM 211 CRMEEL LN ESS LAA ESS OTf:ISE UTI+:RVISE SHLW, ME .fF>' AEIIIIR�tfENTS DF'Rsin R44S CdiR€E A. 5}?iWStr TOP Cr�RlI SNA;lL BG LRTERFUT BRACED NEWT apROPEPI EACH SPLtIUUOO / BC DL S . Q PSF * BOTTOM CHORD CHECKED FOR 19 'SF LIVE LOAD. p T ccEeTcRs Trc AIIStT R LOCRIE FIS YTTAC►ki}RRCING YfiH, sF;<RTHINc,�+r ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RICHT AND - r) 4rCnitN'. EAAINs 4.DGS RA_ V 18+ttIN INdE55 DTIRsiISE St - Olt. EDTTOri CHORD PITH RIGID CE1L171G DR BRFiCIN-, uESIN:N sTA sFros Cu�a x Y1TH FPPLItiN E FRDYISIDNS OF Rj SPECIFIED Olt: DESIGN, uD k*JT USE THIS TOP TO BOTTOM.. EXCEPT WHEN' LOCATED B.Y C.RCLE OR DIMENSION. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED CD SEE DRAWING- 130 FOR 'P'LATE LOCATIONS ON TYPICAL JOINTS-' PURLINS SPACED AT A MAXIMUM OF 24" O.C. co NOTE PLATES ARE DESIGNED WITH A DURATION FACTOR OF 13.92. 9X4 dI°A,� l k 8-6-0 8-6-0 �.24" 24" O .H. O.H. 17 -fl! -0 OVER 2 SUPPORTS R a09 if- 3:.50`' R509# V- V- 3.50` PLRT'E TYPE--flLPZNE SECIN--168625- FLMIS'rT R COPY OF THIS DESIGN TO ERECTION' CONTRAUOR REY 13.2.9 SCALE p{p , INf EliGtNEEfED PRCDUCx�r INC-TRUF.SCS REWIRE EXTREME CARE t PORTANTX-E Skdi. IAT 8E Rc'SPOISI&£ EDR NC- WRRN'ING > 4 ERECTION RM ., `- DESIGN CRIT ' REF 42= -_6 54 HRiOL[Wi. OEYIFt2 rx FROri TY..SE SPE:IFICRTIONS OR; FVT DEVIATION! FRZ BRFiCIP .SEE -BRT-7S-, FBRFClNG NOCD TRUSSES: ` {� TC LL 1G . U PSF �y {� DRTE 02/I O�OO Z SCS F� £� c THIS V6SIGR- OR F"T FAILUI.E TO BUILD TW- TRUSS IN'LiIaF E CDrd1ENTFa r Tsai RELOtYfE mTIDLS-4TPIT. SEE JIM IE 'CIkR.ITT COHIP.GN. tlFfaJF$,- BT TPi. FLPI%-r CC&aom THIS DEE-irm FoR FNIDITIOlii- SPECIAL PEW- �t ' (�h TC DL 1 O .0 PSF DRkG' cAusR427 _ 8089010 L_PJN` FFM 211 CRMEEL LN ESS LAA ESS OTf:ISE UTI+:RVISE SHLW, ME .fF>' AEIIIIR�tfENTS DF'Rsin R44S CdiR€E A. 5}?iWStr TOP Cr�RlI SNA;lL BG LRTERFUT BRACED NEWT apROPEPI EACH SPLtIUUOO / BC DL S . Q PSF CR -EN { -17-n-0 T ccEeTcRs Trc AIIStT R LOCRIE FIS YTTAC►ki}RRCING YfiH, sF;<RTHINc,�+r ✓ ;� TAT.. Lfl. 31. Q ')SF O/R LEN. QTRUSS 4rCnitN'. EAAINs 4.DGS RA_ V 18+ttIN INdE55 DTIRsiISE St - Olt. EDTTOri CHORD PITH RIGID CE1L171G DR BRFiCIN-, uESIN:N sTA sFros Cu�a x Y1TH FPPLItiN E FRDYISIDNS OF Rj SPECIFIED Olt: DESIGN, uD k*JT USE THIS :.� -H✓ 1 �t OUR. FPD. 1.25 D T Tf�t� PITCH c >� > Lam' s� SNSS Fstl ml?I Loj;vi. DESM illi" FIRE REIfiaMr INERIEL LINSER. TRUSS NOS .•� txsa: . <' �/ SPRCI�3a 24.0" Fn� N6.D/12 TYPE IN' a. IPT . PLRIE INSTITUTE, WTIOPAL DESISN SPECIFICATION FOR NEOD ClNSTRNSTlN)t t�Ui Juts: 182 5 THIS DWG. PREPARED `FROM COMPUTER WOMEWSOM TOP CHORD 2X4 FIR -LARCH #1 BOT CHORD 2X4 FIR -LARCH -#1 WEBS 2X4 FIR -LARCH STANDARD 4CONNECTOR PLATES MOST BE INSTALLED IN ACCORDANCE WITH tREQUIXEMENTS OF I.C_B.O. RESEARCH REPORT #2949. 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 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS TOP CHORD SHALL BE LATERALLY BRACrD WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR OF 0-92. This drawing also specifies design for common hip trusses to be ::sed @ 24" O.C. (i Ply). Use same lumber, confi guration and plates. Extend tog chord to hip rafter and support ever 41-011. Brace flat 'top chord w ateral bracing @ 24 O.C. Fasten to each chord.wi d nails. 4X7 NVQ INPUT (LOADS &; DIMENSIONS) SUBMITTED BY ERUSS•iFR. TC -X-LOC L -R: 6.29 5.32-5.76 14.24 18.68 23.71 BC X -LOC L -R: 6.29 5,.56 9.76 14._24 18.556 23.71 SINGLE GUT WEB *-2 ENDS:1,3,5,7 N THIS #1 HIP DESSGNED TO SUPPORT 5'11' JACKS VITH'NO WEBS. co m, ALL TOP AND BOTTOM CHORD.SPLICES OCCURRING BETWEEN 1 PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY N.) 1/4 OF PANEL LENGTH FROM PANEL POINT IWITNIN 12'3 AND CD SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. N N tnventional framing is not the responsibility of the truss designer, plate manufacturer, nor truss fabricator. Persons erecting trusses are cautioned to seek advice by local professional engineer regarding conventional framing. �L s 4X7 may_. x COL W t - - E P14 RTMEW AIDD .1 11 gX6 cc_Oo �q�x� 3 1.5X 3X 4X4 I } X �S?8-3X9 CL %T 5-11-4 1 12-`!-8 }_ 36" D.H. -----------fti_ _� 36 -•�- -- 24 -D-0 OVER 2 SUPPORTS— s R-1485 R -+4851t V- 3.5G 3,SD C PLRTE TYPE--RLPINE SEON--202571 FURNISH 8 'COPY OF THIS DESIGN TO ERECTION 'CONTRACTOR _ REV 13.-2.9 _ FLPINE Elw[NEIERED. PR a)Lr,TS, U.L. TRW= REDUIRE EXIRM 174REpFESS( DESIiCiN 'Ut" I - KL -4 **I 1PDRTRNT** ter_ NDT BE IZEssPoaSIM-E Foil ran WARNING Is: ;+;I am' ERMTIOK W t o r� o rrinrtcK exon Tr+E srEclrrtaTlals K FW GEYIRTiDN FRM MCiNS.SEE BYT-TS-, II :FC -TW You TRS. SSM: J'' TC LL G. Q PSt� :DATE. T= s� THIS MS-ISlt 0%s Rgf FAILURE IO GUILD THE T$JSS IN COWORMIME CalirMART Fide RECTtati►,�RTITi� •TPiT_ SEE 2J 10. ; c gu" Tit -ES:.,9CITY LDr TROL r1RiORL-'M TPI. RLPINC CDNN[CTORS TNIS MSIGN FOR FODITIU PM SPE! - PEFM- TG DL I� . }D� `PSF R4�r7 p FRE �dtRwTtAr. FRW ZG SKIM GRLVM1ZEG STEEL UNLESS NEkI HRR INC PETIUIt�ronS. I*CESS LTH"EWSE �U � �(` .DL 5. '❑ PSF CH -EN OTHERYISE %H , MEOING RLWIRE4ENTS OF KSTn PAQS GRf<.- R. -SmQN, TUP CHORU SHnEi M tRTERR-1t BRACED EsPL } r� Q L I N FPpLl' Cos"CtOks TD 6DTH FRCES AT MR .HINT R,A OCRTE Fg 'uT TH PRUPE;R_Y ATIf CWT; FLl'CDOO SHE.S?tkIW.' * 7-1 �� � � O� . � O. J i , D g5F D1�i ,L USS yiDi7li. 1001HL'WIDTrS RK 9- WMItF - UW -ESS OTHERN:SE sWWt;. nol'IrM TMM PITH RIGID CEILING OR c PITC _, r Buss �i_SIStI stHN6Efi05 CDNFGRn Y[lH Fi'PLICA9t E PRENISIDN5 OF W NOT USE TNIS �f�f ��4 ",��j�� t�UR.FAC_ 1 . 2�i f l 'L •NDS Rim •1PI G LTE. I PnTEJ:Ih65. 4 S4.4jkU HW -14,&25, 53a SI4a: tiITH rlkL ttTT.RCX+IT TRrAPFD 1TutUER. / f I)r 'FCA SPRCIhIG ---TPT - TRUSS PLATE 14IMTE. NOS - MTI04L otsirw sPF.LIFtinnoN Fra 9[is0 CIMSTR&ItOtr- i �c� L EsEE B Yt TYPE t JOB-, '17888 MAT THIS"DWG. PR'EPARED FROM COMPUTER `INPUT (LOADS K ^I1E:SIOft�si SUBt�?"!TFe: �u TRUSS MFFZ TQP CHORD 2X4 FIR-LARCH#1 TC X -LOC L—Kt 0.,2:9 1 ,6 S.S0 12.34 16.71 - BOT CHORD 2X4 FIR=LARCH *1 WEBS 2X4 FIR -LARCH STANDARD BC X -LOC L -R: 9.29 8.50 16.71 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT WEB *-TC,1,4 RC: )REQUIREMENTS OF I.C.E.O. RESEARCH REPORT *2949. � TOP CHORD to i 8'E LATERALLY BRACED WITH PROPERLY CONNECTED ALL PLATES ARE TO BE CENTERED ON THE.JOI"NT, LEFT TO RIGHT AND PURLINS SPACED AT A MAXIMUM OF 24'" O.C. TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 1.20 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.'" NOTEz PLATE'S ARE DESIGNED WITH A DURATION FACTOR OF 8.92. q)(4 B BUILDM - ; 36. O.H. I „---- rxiLATE TYPE --ALPINE a t 17-0-0'_OYER:2 SUPPORTS' R -5L0# V- 3.50- [_ fC7 O Ct L�rF. N o huss a' TRLSSS REDJIitE EKIRME CARE WARNING 3m Wairium, ERIXTIOW AW QQQ' DEVIRTION FROM T S LIFICHTICkS OR MY [�YTEIIION MOM McI.3G.Sf=-BL'F-76', t9RFCIW 90MTR!&SEST QAC � THIS D SIGN OR ANT FAILUPE :;ILD 7NE MM IN CDrDRM*CE 8-b-0 { 8-6-0 8-tr-0 1 8-6-0 t 17-0-0'_OYER:2 SUPPORTS' R -5L0# V- 3.50- SEOIV--251176' F1iiRNISH R CDPY OF THIS DESIGN TD ERECTION 'CONTRACTOR RPLNE MINEERED PRCDL'CTS, T.UC. *l-IMP0RT9NT-x* %ELL FLIT aE AL-SPIASISLE rOR Rklf TRLSSS REDJIitE EKIRME CARE WARNING 3m Wairium, ERIXTIOW AW QQQ' DEVIRTION FROM T S LIFICHTICkS OR MY [�YTEIIION MOM McI.3G.Sf=-BL'F-76', t9RFCIW 90MTR!&SEST QAC � THIS D SIGN OR ANT FAILUPE :;ILD 7NE MM IN CDrDRM*CE 'CO!fMWRRT iYD RECCrl*WRiTIrfoG-4TFD_ SEE WITH TIE -GUFUTT CDNTROL T WJRL- ITV'TPI_ %FAN[ CWWCTDRS THIS DESIGN FDR' FOOtTIOWL SPECIAL:PSM- HR£ fRIMtPCT[A£D FRCP. ffi M1GE GHLVANITEC STEELS lRLFSS HE}iT'BUCING RfWIRErUnS. tf&ESS D90WISE OTFERYISE SHOUN, MEETIW RECUIREt•ENTS' OF F67n P446 GAFADE h. SHOWN, TOP VIM SWILL BE LFITERFLLT &RMED PPPLT COWECTORS mD+]TH FACES AT EFiCV -Dior Ail) LOCATE AS YITH PROPEFCT RT:A SED PL FiiDbO SFEEI HIM, SHUR_ Bf.alPa VIDTtF ME 9- WMIUL Vi -ESS 0111ERVISE StfilitF.. WTTDi CHORD WITR RIGID MLIkS OR BMINS 'OO DESIGN SLF72; K S CDr[XM YITH: FMICMX PRO ISIONS DF AS SPECIFIED OF DESIGN. NDT USE THIS lFOr •NOS Pm *TPI fPCTT. DE§II�i mH FIRE REIF�FT TREATED UIVER. + FRUSS t'LRTE INSTTTiJTEt ND3_- NfiTIONRL D=SICR SPECIFICATION FDA VDDD CQLZTRL'CTIiN G1 i R-510# "d_ REV 13.2.5 TEa FOU Ki I KI__ IT`te—f -- i LiCf f 16.0 PSF'Typr: DATE 01?//13$ 010.0 PSFDRUG CAM. '8817MI3 5.0'PSFCR-ENGMS.../ * 31.0 PSD/A LEN. 17'-0-p 1.25 PITCH 6.0l 911 0' COMM - r 308y.,`I"$6S 'P1AT v S DWG pckmrARCD FROM COMPUTER INPUT(LOADS &'DIMENSIONS) SUBMITTED BY TRUSS` MFR,. / T r$ _. r 'iOP= CHORC 2X4 FIR -LARCH I TC X -LOC L -R : 0.29 3.77` 7 -HO 10.23 13.71 BOT CHORD 2X4 FIR. -LARCH *1 WEBS 2X4' FIR -LARCH STANDARD, EXCEPT AS SHOWN BC X -LOC L -R: ,x.29 7.29 13.71 611-2X6 FTR-LARCH 2 SINGLE CUT WEE 4 -TC -1.3 SC:2 ri CONXECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B_O:. RESEARCH; REPORT #2949' ALL PLATES ARE. TO FIE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOR TO: BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION;. SEE DRAWING 122' FOR 'PLATE LOCATIONS ON TYPICAL, 3OINtTS.` WMOVrDE SPECIAL CONNECTION. OR HANGER FOR 849-3 LBS This; truss designed to support 7-4-0 of cor?ventionallp.framed hig;fill- Hip rafters are supported @peak �TlcelI ng 301sts friming to B_C_ from one side, and 2-0-0 split loading TOP CHORD` SHALL BE Lr,i ERALLY BRACED `MiITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24' O.C. DOTE: PLATES ARE DESIGNED WITH'A DURATION FACTOR OF H-92. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS - ERECTING TRUSSES ARE CAUTIONED TQ SEEK ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTI00AL ,FRAMING_. opposite side, 849 qL k-924 Y- 3_5D" mlPLRTE TYPE--RLPINE. SEON--20116' _ FI NZS�i F COPY OF TFiIB' DESIGN TO ERECTION El �. a ,✓ :� [NEERED pfia=TSE IN-— **IMPORTANT** soh PLPIhE �IJiafitSPON;IBLC-: FCii fixe TRUSSES REWIRE EXTREME CRRE WRRNING It; Ifu®I.Ttr, ERc'Cf& FM C� u C-_9fU1£:QH FROM 7FCSE SPfSIFIrAT10lS C Ra CEYIRTIDt FROM 3Ri£IIT..SEE 'SkT-)u-� t8RflC1►S 90M TRUSSES: Q C� "� Tti ik3SCV 06L RMY F iILIJRE TO BUILD IF€ 7RSS5 IN Cf2!cDRtfti#o E COrr"TFRY RSD REC0rMNO iTIDIaG-•TPI7 . SEE Z C� C. Q C-1 VIT)t TtC 'DJFLCTT CDHIRLL IrtdP-- 3T TPI. FkPINE CO-T-_TDRS THIS 'DESIGN FOR �OCTSONRL SPECtt+, PETiW- C� >_� Com; p RRz 3afaORCTUTED. FR77 2Fr GROGE URLYANTZED STEEL IALESS TIENT DRi1CINF REDWREMUTS. LKLESS D ERNISE OTICNISC SKM, WETI1C REWIRIENTS OF FZTn flRafi GVjOE FL SICYN, TOP OMO %fI L BE LRTERRIY MCED LtJ+ O f Fi FLY COM EMOiM TO BOTH, FRCSS- RT ETi.4 JOINT Rb- T1�TE F PITH PROPEILt OTW43ED PLUOUO S.NFRTHING, SHOWIt'. BMING WIDTHS !'ice IF' NOt11HFL UYL.::S OTIERUISE SHUMN. BOTTCR CWM KITH RICID C EILIV. ( BRfCING +a��++ a MAW STF4MFR45 CLp*-_L`RH VIrH FQFLiCRFILE fROVISIDNS DF fil+ SP IFI�7 CMt OFS(Lk, Tb NirC USE THIS, _ c7a3 C�,ESILN J/ &WS FPD *TPI G's`TT - OESIBt WITH FIRE RETFAMNi TPERTEII LLME'R. %- Tam--TRtSS:PLRIE IWSTJTUTE_ NDS-.WTIDNPI, OESTQJ:SPECIFICRTION FOR'029 C✓!✓TRl£TICN C= O ..C�:. .CCS 13U�p 00t1jVn R-9249 W- 3:50" REY 13.2.9 TC LL" IS. 0 PSF DRTE 06127/8B TC OL l0 .-0 PSF DRAG DMR427 BB179007 BC OL 5.0 PSF CR'-EWS MS, t TOT. 31.0 PSF o/A LFII. 1q'-0-0 pO . FRC. 1 25 PITCH R - n/ I P2 Raw JOB: 21363 -MAT THIS DWG. PREPARED FROM COM PUTER INPUT (LOADS {& DIMENSIONS) SUEMITTED BY TRUSS MFR. TOP CHORD 2X4 FIR—LARCH 41 TC X—LOC L—R: E.29 4.52 8.58 12.-48 16.71 � BOT CHORD 2XA FIR—LARCH #1 C WEBS 2X4 FIR—LARCH STANDARD BC X—LOC L -R: 9.29 8.50 16.7: CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT WEB *—TC i,3 BC:Z N. REQUIREMENTS OF 1.C.B.O. RESEARCH REPORT *2949. V 1 (U) BOTTOM CHORD CHECKED FOR I7 PSF LIVE LOAD. Co ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND SEON--203161 FURNISH R COPY OF THIS DESIGN TO ERECTION CCjdFF2R: TOP 10 BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. TOP CHORD SHALL: BE LATERALLY BRACED WITH PROPERLY CONNECTED �— �ED SEE GRAWING 1314 FOR "PLATE LOCATIONS ON TYPICAL JOINTS_' PURLINS SPACED AT A MAXIMUM OF 24" 'O.C. �iE5� 7N iR;T R -+ DATE 06/27 ! 88 LL 10.0 CD NOTE: PLATES :ARE DESIGNED WITH A DURATION .FACTOR OF 0.92, @ � 12" I 36" O.H. to _ --17-D-0 OVER 2 SUPPORTS 'a R-509. V- 3.0- • PLRTE T Pc. --ALPINE SEON--203161 FURNISH R COPY OF THIS DESIGN TO ERECTION CCjdFF2R: REV 13.2.9 _ � -`D-vso ti n = » PtYtME ir.^.IkEfiYcO PRLOfICrS, itr ,. *I—lMPQRTRNTf* SHILL 7mT 5"RESPT>K- e E FIM RMY IRs�ES f°EWIRE ESTFMTZ L: -E uPRNING Ix Its„ IIitZucu RPS} 44�E$$/ �- �iE5� 7N iR;T R -+ DATE 06/27 ! 88 LL 10.0 ruATRUSS CEIIATIUK FROM T}� SPECIFICRTITYS OR T3MY MIR}T10i FRci ORMIM-SEE -UT n% ISRacING TIItISSMES: Tiu'R-LarmmmIOPS-*TPD_ SEES @ TC _ TeL'S Ori.,Gw Ort R%v FItLmE 7O ru,t0 TPE Tamm LO7+.FGR�E mmwiTRRT ls7kCTP£�YT- TCDL DRIB Gs 427 ,88179006� tt}iR( T!£ 'OUFi ITT LiM.iROC liiiGl6 57 IPI, {[FIEF ttkeECTO M+&rmTLKD Mn 20 GP..ICE MYRNUM STEEL MLESS THIS QESIGK .FDR FndTTIOifiL NFO'BRAC)N: R>£WIRErenS. U>LESS:OT{icRYISE. � � �i� �0��• 10.0 0 ]SF A Ri jOnEWISE �i.�-�GIY1�t'��YF�'PLT S?"W, rEETIM i'tWI1t£ffr`9M OF RM RR% =;DE A. CCwvfCIORS TO 80TH FFM RT EACH JOINT RND LCCRTE RS SM". TM- OWD 941LL BE LRTfRFtLT &AFD KITH PRGPERLT RTUCNED PLTitM _+UnHINt:. � 7�8 � TOT. LD. 31. 0 OM L.EN. i7-0-0Si Y49� BEARING tl}07HS i'�tE 4-TomINFT W -ESS OIeEWISE SIWm. CC3701 S7fV0F S LUFDHR PITH MPLIERBLE PRWISIWZ TY 40TTUM CHM kf M RIGID CEILING 08 BSiT Ili PS SPUIFIED :Oz DESIGN. DO RdITTSE mus t!'ML �'JF Cc�t����1`d•' DUR.Ffe. 1 ..25PITCH �a 6.0112*nrjS RPD *1P2: TPCT7 DESIGN VnH FIRE. R ETPAMIT TRFiiigD.� -C�4G 2[1.0T COMN-.-. } qM�i._TPI.. TRt�S KRIS IOT} MITE. NOS-.-.PATIONAQ,.USIGN SPECIFICRTIDR FUR VODO CG.4STRUCTIIN a�+� .. _ JOS_ 17871 SAT THIS DWG. PREPARED FROM COMPUTER. INPUT (LOADS g. DIMENSIONS) SUBMITTED BY TRUSS 94FR_ TOP' CHORt3 2X4 FIR-LARCH*I TC X -LOC L -R: 5.29 4.54 9.21 BOT CHORD 2X6, FISC -LARCH 4 WEBS 2X'4 FIR. -LARCH STANDARD': 3C k -LOC -R� x.29 t.54 6.21. CONNECTOR ELATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT WES #-Z ENDS. -1.3 !REQUIREMENTS OF L.C.-B..©. RESEARCH REPORT *2-949. ALL PLATES ARE 7O BE CENTERED ON THE JOINT. LEF.`e 7O' RIGHT AND TOP TO BOTTOM. EXCEPT WHEN LOCATED ) Y CIRCLE OR PINERSIOR.. CORCEBTRATED LOAD L•-3CATIONS MUST $E M KED ON TRUSS SEE. DRAVINC: 135 FOR `PLATE LOCATIONS OX TYPICAL, JOINTS-- BY TRUSS FABRICATOR To INSURE PROPER ERECTION. TOP' CHOKE} SHALL BE LATERALLY BRACED- WITH PROPERLY 'CONNECTED PURLINS SPACED AT A 14AXIMUMI OF 24 O -C: _ NOTEz PLATES ARE. DESI'GNED' WITH A DURATION FACTOR OF 9_92_ Conventional; framing is not the responsibility of the truss designer, plate--nufacturer, nor truss febricator. Persons erecting trusses are cautioned tc► seek- advice, by local professional engineer regard nq conventLonal fiazinC_ This girder des fined- to support a 7-0-0 setback terw-a p fra�i nrj to - battow rbordd where spa. (see: drawing 88(179)W73 . Remainder of tbi> face to support 34--0.0 span €raring to bottow cbDx& UQpasitP fay. supports 2-0-0- 2_C /B.C.. split loa?. ng'_ B.C.=i27 ELF., 2Xtj C rs� (a) -fto !idee speical banger or, connection for 9254.. 4X6. I2' . 44, x J' 3X6 - 3 - 4X6 33" O_F#. 3-0-10 r 4a� 92 --36," "Q.H'-9-U UVER 2 St 'PfIfiTS R=-1-3169 x.427 Sf— 3_St3' PLRTE TYPE --r` PINE SEUN--201i6 P.3mM A COPY IIF THIS DESIbm 7 Ef WN CIIXrRFC7i7R FaeTelF�srEF► ewer.. eFc- Fates i SI i "cRTT a �. � a a *jg-j P0RTjjKT** saL WX IE mass Far sae U IN a ,� Mm +ar Q nvax ars Baas r SeELIfit71Fa5 nt: Fart a�rraTres can ss�cnsc .r� r-.+asrCM rm0"S TC' LL ISA �E /2 9$ a a es C TOM dMrW Ot MW #WAJ E -0 FFA W- TOW ZV �1� M res ►sr aW GVM_ ar 7C DL . 1Q,_ a PSF C VLS"U ii9l?Ww s O7 O .Q YIDt Fid-OF�S-M GOWN& sNLsL7 W TPC: RP9F C/OET.>M TaFr'-mES1G% Fla MwTwwV- 9'EC rew- - s� o o. eeasrs�rTs r� �s zs7 ate_ a Facts ar:�Fr arsCwc ,e rnas_ uric sC .;© CR --ec ms T OGFibux- SWIM, 113ETM G6iF�iS LF FUN � OWES' 99+s.. TOP CHOM 5WLL T E LWOR E f WWXXD �� T(3T-LD. 31: 0 PSF LES. I -0 eIRIS To B�Rf'JFi55 RT 8N JYIIIT fiQ (f1171FE sAS sITiF eRsaBtY FtT R1�,9EJ�+e. -T" �7�� O SFlWI MG. -Xmas OE %- std 6Te FFneaam S� ECi=' em om Rffi'.p-1�7 us Q !� iP .��v. 1.25 , PIF tits � _ TRMsx � n;WMI *M 3>!'F umr taarT�s aF &S W01FM9 CM CM=- w AV � FNIS ��l r+� �,� alas FM 07ri sacrF: - gl ��tis al]M Fat olcFnFIeKT �tnsn¢ urFrcA= Fgc eE SPRUNG See TYPE f 9 ,tom C=_ =3: `= - s--TPT- FRES "w mnrutrl gM sywawL a MEM werfrganLw fat' IWD 01taTNCJAW �ti 308= 17873 MAT - TC Di;G. PREPARED FROM COl�9"UnR INPUT (LOADS 3 flIMEFiSiflMS SUBMITTED By -MUSS 1�im- - i7 TOP CHORD 2Xa FIR -LARCH �1 T£ X -LOC t -R: B-2 .83 8-59 12.17 16-71 BOT CHORD2X8 F IR-LARCYI #1 WEBS 2X4 FIR -LARCH STANDARD BC X--LLK L -R; x.294.83 B_59 12.17 16.7.1 � CONNECTOR PLATES PIUST BE INSTALLED IN ACCORDANCE WITHSIFI6LE £U3- WEB *-BCz3 Z El DSai,S !REQUIREMENTS OF I.C.B.0. RESEARCH REPORT *2949- ALL. PLATES ARE TO BE CENTERED ON THE JOINT, LEFT To RIGHT AND � TOP TO BOTTOM. EXCEPT WHELK LOCATED RY CIRCLE OR DIMENSION CONCENTRATED LOAD LOCATIONS !LUST BE DEED ON TRUSS •- SEE DRAWING 139 FOR -PLATE LOCATIONS 09 TYPICAL JOINTS BY TRUSS FABRICATOR TO INSURE PROP ER ERECTION.ED C]. 7 TOP CHORD SHALL BE LATERALLY BRACED VITH PROPERLY CONNECTED � (a) -Provide special. Winger or comectlon, for 1_65#. PURLINS SPACED AT A NAXIMUR O 21" 0_C. ;NOTE:. PLATES ARE DESIGNED WITH A'DURATION FACTOR OF 8_92- I Concentrated load created by drawing 88(179)008 'framing &I- , , to botum chord where shown. k (b) 'his area of truss designed to support 8-4-0 spans Framing, to one face of bottom chord. PAENT B.C. =142 PLF. 'qx9� API -P RON 36'1 ox. R-7571 V_ 3-50- ILRTE TYPE--RLPINE CUNP 291168 _ FlMM A COPY fjF THIS DESIW TO -ERMMUN ezP.-E 0=(ARTS. uc_ eiossss.010M,E.MUM am co c a o ,c- **lMFl0RTRNT** sak -z E fSm E Fm ow I n mmm- mzrw ea.' MAW = o :z<rdar �r:MM QL - aeMna MA MEW–WE -oars is-. Roca a�sc c= _ �, � I» m sw Fw1c m ,mom ne mw im cwnw,mm a te_ S a Q o 1ftYilSE£ {rrX30. rFl. Mr Et�2'MS5 fMSQSUR FW F�IrSRA; Ll1� O Q O- Q. qK FM ;M SME CLC SMELMLESS *101 ■ams S.,U"m C= Yg � IEU17C KMIW-MM 9E' -MM M—A MOM IG Se0M -W 0=0 2ftVIE'Ll�V_ SOMW 0 o war W Illm WES ar 0M .111W snt WMM AS gnu MWOLIi azTI1� IL16� v o _ eEM#C.,VMM � r Atli 106.05 I1rOMt SHNI. WUM sago vax R=IO MXM at a WMW TRLWaEA91 Snogn .s" LveFW IM F PL�F NlX=mlM W. AS S!'LLOIM of :CMSW- -:W Ims'daE Rei.S .ws WD gI1'1. -Ucu _ Esax aim r- W Yaw - v Q C=e--rs•t: - tl6�es rlinE:` noTT'ita'F �!'6 - i1r[i7fE 'RES36i':SPECiF¢nrliJM..F43:N0E>>plbT'3tlfat- 3X7 >I ux:s ME – A -S F. L 7C 1L TC BL 16_1)`PSF 10.0 PSF TOT -LD. 31..3 PW MR.M. 1.25 L. SM Fly 24-0' TYPE NOTEz PLATES ARE DESiGNEU WITH A DURATION FACTOR OF 2r.92. BUTTE Ixu 1 UlMW PEpmamENT 36" O.H. i -� B -a -D DY'=Ft 2 Stk'F'ORT-5--� r R-?-qst Y- 3.50- P-2'15 ' S1- 3.5D" -rZz F,rriTF -rvD-ALPIE S hEQitt--z0IIow -7rk rRld? U5Tj R COPT OF THFS QElZLbN :D ERECTIONNI UURRCTDR TREY 13.2.3 -0 0.31 FUINE FCINEE51M P;MZZ S� Eh--. i Tfi7Sr5 REWIRE EVREM �13FESS�p DESIGN CRIT REF i i� cl c o N IMPORTANT swat roti aE REsl� mBLE Fop- FwT WRRNING �v W400W, EREC liN -FibQ { C=3 F=, — C DumTIG FRUt TwSSr E MFICATr-06 In FRY' FIEYIRT;ax FWAI aF;P J?Z.SEE "BYI-7o _.ORRCIM Yr—'- THL- ES= �cr�Q 2. QI TC LL l 6 . [) PSF DRTE THIS: CMP( DR FAT FRILM SET OU7LD IME TZM 30: tipiF3'x?t 3NM IDFM1Tr'fTl F'D Rx"CTM�TIU6-67Pii. SEE' Q C, Q >a_*IFt TIE"DIR'=Est TANTRM- MAJAL IfG iPt. ELPINE LMECIM THIS DES71as F. ImITIQFA�-sPEct� - r � TC DL f' !1 IQ.�Oy PSF DR4tG p, C� r�RE tx!a>raL:u;;O FRn 2D' &vm ;fLviisiIZEI1: snac , mESN wwT BREcu aEWIRFtENTR_ L*&EsS i3THEtT ISE % P,c. DL. it l S. 0 PSF Cfl-EI SIi)W, PF.Ei7NC REDUIREi£NTS L'- F57n R44S CRFDE 9. SHNNr TOP CHOM SHRIL ..E LFtTMxf CRFCED Jt CpPI:"r Covet gen TD BoTh MCIES FTT M.8 .AUNT RTO LUSCHTE 65 YI7H. PROPER! RUM ED PLfOM SHMTHIW, {* z7 � yr TOT.LD. J^I . 0 PSF o {i .� C� NOVN arWpw,, Y7TiFF£ FpE 4- uMlhn- IBF_ESS UTFERYISE= Si CVW. &7TTar! CNDRD irETH mcm CERN DT SRFCINGcp TRUSSTRUaESTGiI SiF>�t3PRO5' LD+r"�R1I` YZT+s f1PPL273i3E PRiNISICtJS CF i�SELTFIED [TN _^ESS6H. DO F9T �E iiiI5 c+vlL is DUR. FRC. T . 25 PITT •NM PJD •TPI IF -M _ MSI9+ YZTH FIRE REIARC-RWt TRERTED IUtE�£A_ lEOfCAiI��� ` =_-TPI - TRUSS Fx RTE ENSTI XE> - KCS: - WTIat`F4. MIGM S°F.CIFICRTTOR FOR VW- STMCTlEk _— SPRCI NG 24. C ` TYPE .0112 JOB,: 17879 NAT; THIS DNC'. PREPAREIr FROM COMPUTER INPUT (LOADS D'IMENSIONS) SUBMITTED BY TRUSS: MFR,., TOP CHORD2X4 'Iii -LARCH 01 TC _X -LOC L -Rs 8.29 4.37 8..21 50T CHORD ZY..4: FIR -LARCH *1 ` WEBS 2X4 FIR --,LARCH STANDARD SC X -LOC L -R:. 6.25 a..21 U3 COUNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE 'WITH SINGLE CUT WEB #-TCzI 2 ENDSz2 � I REOLTIREMENTS OF I.C-8.0•.. RESEARCH REPORT OZ945. (U) BOTTOM CHORD CHECKED FOR. 26 PSF LIVE LOAD. co .ALL PLATES ARE TO BE CENTERED ON T44E JOINT, LEFT TO RIGHT AND co TOP TO BOTTOM.. EXCEPT WHEN LOBATED BY CIRCLE OR DIMENSION_ TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED $.-- SEE SEE DRAWING- 136 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." PURLINS 'SPACED AT A MAXIMUM OF 24` O.C. LD CD i o NOTEz PLATES ARE DESiGNEU WITH A DURATION FACTOR OF 2r.92. BUTTE Ixu 1 UlMW PEpmamENT 36" O.H. i -� B -a -D DY'=Ft 2 Stk'F'ORT-5--� r R-?-qst Y- 3.50- P-2'15 ' S1- 3.5D" -rZz F,rriTF -rvD-ALPIE S hEQitt--z0IIow -7rk rRld? U5Tj R COPT OF THFS QElZLbN :D ERECTIONNI UURRCTDR TREY 13.2.3 -0 0.31 FUINE FCINEE51M P;MZZ S� Eh--. i Tfi7Sr5 REWIRE EVREM �13FESS�p DESIGN CRIT REF i i� cl c o N IMPORTANT swat roti aE REsl� mBLE Fop- FwT WRRNING �v W400W, EREC liN -FibQ { C=3 F=, — C DumTIG FRUt TwSSr E MFICATr-06 In FRY' FIEYIRT;ax FWAI aF;P J?Z.SEE "BYI-7o _.ORRCIM Yr—'- THL- ES= �cr�Q 2. QI TC LL l 6 . [) PSF DRTE THIS: CMP( DR FAT FRILM SET OU7LD IME TZM 30: tipiF3'x?t 3NM IDFM1Tr'fTl F'D Rx"CTM�TIU6-67Pii. SEE' Q C, Q >a_*IFt TIE"DIR'=Est TANTRM- MAJAL IfG iPt. ELPINE LMECIM THIS DES71as F. ImITIQFA�-sPEct� - r � TC DL f' !1 IQ.�Oy PSF DR4tG p, C� r�RE tx!a>raL:u;;O FRn 2D' &vm ;fLviisiIZEI1: snac , mESN wwT BREcu aEWIRFtENTR_ L*&EsS i3THEtT ISE % P,c. DL. it l S. 0 PSF Cfl-EI SIi)W, PF.Ei7NC REDUIREi£NTS L'- F57n R44S CRFDE 9. SHNNr TOP CHOM SHRIL ..E LFtTMxf CRFCED Jt CpPI:"r Covet gen TD BoTh MCIES FTT M.8 .AUNT RTO LUSCHTE 65 YI7H. PROPER! RUM ED PLfOM SHMTHIW, {* z7 � yr TOT.LD. J^I . 0 PSF o {i .� C� NOVN arWpw,, Y7TiFF£ FpE 4- uMlhn- IBF_ESS UTFERYISE= Si CVW. &7TTar! CNDRD irETH mcm CERN DT SRFCINGcp TRUSSTRUaESTGiI SiF>�t3PRO5' LD+r"�R1I` YZT+s f1PPL273i3E PRiNISICtJS CF i�SELTFIED [TN _^ESS6H. DO F9T �E iiiI5 c+vlL is DUR. FRC. T . 25 PITT •NM PJD •TPI IF -M _ MSI9+ YZTH FIRE REIARC-RWt TRERTED IUtE�£A_ lEOfCAiI��� ` =_-TPI - TRUSS Fx RTE ENSTI XE> - KCS: - WTIat`F4. MIGM S°F.CIFICRTTOR FOR VW- STMCTlEk _— SPRCI NG 24. C ` TYPE .0112 JOB:' 19675. MAT vTHIS 'PWG. PREPARED 'FROV COXF"UTER INPUT ('LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. T•OP CHr+RD 2X4 FIR -LARCH #1 IR Ha�IM, ERCTIDR FIND TC :N -LDC L -'R: E.29 7.:BA 13_71 BOT CHORD 2X4 FIR -LARCH #1 , TC LL 16. D PSF np I�yp DATE 01lLL1Y CO- T r= Cy Ct C7 L 1 C- THIS DESISN OR W FRILORE 10 BUILD THE TRUSS IN CDNFORMiV.TL 41IN TFC -DORLITY EDNTRDI. MVUFV BY TPI ALPINE CONNECTUR5 WEBS 2X4 FIR -LARCH STANDARD TC DL 8C X-LOCL-R: 0.29 7.Bs :13.71 tJ ARE r1FfAkF UFIED FkGM 20 GF 16'E GR.YRNTZEO STEEL UNLESS, OTHERVISC SNDYN, MEETING REOUWMENTS OF rGIn R449 GRACE H. :CDRNFCTQR3 NCNI BRACING :RT ;UI1e.-IEWS. UNLESS OTHERWISE 3HOVN, TOe CHORD DiALL BE LrIIERFLLT OKCED � 3 1 C� n{ BC d I 0 PSF CFI -ENG ` . - i:PF4Y TO 80Th FACES HF EACH #IHl WQ IOCRTE A4 C21H PROPERLY AIIACIU KTUDOD SH<RTHING. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT WEB 0-BC:1 iv CDiTCt1 CNDRD Y1TH RIGID CEILING OR BRRCIR� REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. . DESIGN STH WIN GF RS WECIFIED ON DESIGN. DD NOT USE THIS _ _ : •_ �*''� OUR. FAC.. i .:zs P1 1 l-i� Q . DIfI 11 C Lr iJ! 1 TOP CHORD SHALL BE LATERALLY BRACED IrITH PROPERLY CONNECTED t DESIGN1,911H FIRE RE1FiaDHhT TAERIEO LIRl9ER SPFCIFICFT1DN FDN VDOD CD?6Ika;IDN e�ltis,�+ ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND PURLINS S?ACED AT A MAXIMUM OF 24" O.C. LTA; TOP TO BOTTOM, EXCEPT WHEN LOCATED 'BY CIRCLE OR DIMENSION. CD SEE 'DRAWING 13°Z FOR "PLATE "LOCATIONS ON TYPICAL JOINTS.."' tD t Bottom chord checked for 10 PSF live load. 6.00 2Xq qxq -+rel:.- �y'iTa •s %��'�.� R ►fir. 2Xi 7-0-0 7-0-0 R-4191 u- 3.5D 14-0-0 OVER :2 SUPPORTS R-4164 u- 3.50" PLATE TYPE --ALPINE SEON--159239 FURNISH A CDPY `OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.1.5 sCpL:- - G.SOQC iE FLPINE ENGINEERED PROUMI!-, IM. TRUSSES RELUIRE FXTREMt CARE DESIGN CR T RE,� � - �2 IMPORTANT*-* WARNING NOT BE RESPON3IBLE FOR fw, IR Ha�IM, ERCTIDR FIND t� =A— DEYIRTI& Mr- THESE SPEC1FIEnTIONS DR FNY DEYIRTIDR FRO-1� BRWIWG S_E '8CT•TC', lliRP*`1NL 40DG TRUSS. , TC LL 16. D PSF np I�yp DATE 01lLL1Y CO- T r= Cy Ct C7 L 1 C- THIS DESISN OR W FRILORE 10 BUILD THE TRUSS IN CDNFORMiV.TL 41IN TFC -DORLITY EDNTRDI. MVUFV BY TPI ALPINE CONNECTUR5 com-zNTMy Ft+D REC{XUtiNDATIDNS-sIPII. SET THIS DESIGN FOR IIIDNaL SPECIAt PERrnl ; TC DL 10.,D PSF ORVG CRUSR427 SPOD$D1S C Css r— z� 1 T�! � L 1[V ARE r1FfAkF UFIED FkGM 20 GF 16'E GR.YRNTZEO STEEL UNLESS, OTHERVISC SNDYN, MEETING REOUWMENTS OF rGIn R449 GRACE H. :CDRNFCTQR3 NCNI BRACING :RT ;UI1e.-IEWS. UNLESS OTHERWISE 3HOVN, TOe CHORD DiALL BE LrIIERFLLT OKCED � 3 1 C� n{ BC d I 0 PSF CFI -ENG ` . - i:PF4Y TO 80Th FACES HF EACH #IHl WQ IOCRTE A4 C21H PROPERLY AIIACIU KTUDOD SH<RTHING. f �' + �QT. LDS sS. '33 p PSF 0/R LEN. 1 -0 p SS r� TRUSS SHOVN. BLARING VIDIM FRC 4- NDMINFL WLESS DTNERVISE SWWN.. VROS CWrDRN APPL`CHBLE PROVISIONS CDiTCt1 CNDRD Y1TH RIGID CEILING OR BRRCIR� ;jf i ;y,. jai a . DESIGN STH WIN GF RS WECIFIED ON DESIGN. DD NOT USE THIS _ _ : •_ �*''� OUR. FAC.. i .:zs P1 1 l-i� Q . DIfI 11 C Lr iJ! 1 •NDS W .TPI IPCTI. •--TPI - TRUSS PIRIE- INSTITUIF, WE - WTIMAL DESIrN t DESIGN1,911H FIRE RE1FiaDHhT TAERIEO LIRl9ER SPFCIFICFT1DN FDN VDOD CD?6Ika;IDN e�ltis,�+ SPACING 2i — 0— I+ TYPE L,DMN�' °SINGLE'. CTT' WEB • *-TC 1,.4 � 80tTffl CST VALUES NOT TO EXCEED 0.99. t t fa) 'Provide: special, banger or c� mneCtioa: for 1875#- ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN g'1rNiRflSS FAgRLOAU 1'CAT{DR To- MUST BERMARKED ON TRUSS 11-9 O POINTS ARE TO BE M PANEL PO AT (WITHIN IY _c EGTIOIl. I/:i OF PANEL LEfiiC3'H FROM PANEL PQIifT (WITHIN 12") Aieti. SHOULD NOT OCCUR IR PANELS NEXr TO A PANEL POINT SPLICE. TOP CHORD SHALL. BE LATERALLY' BRACED '.PITH PROPERLY CONNECTED PURLINS SPACER: AT A. MAX114UN OF 24' 0' -C- ALL "AILS' SPECIFIED ARZ s' 606( WIRE RAILS- -!a J ironto- nafiingfin-ol schedule shown above,use ).�D-jec.�-bafls as sboirm- by es, for force transfer at, concentrated load. point - (b)', Thus- area *f truss designed to support 17-0-0 spate., €razing to B.C_ frow one face_ B.C. 2 4 MF - Concentrate& Toad created by dra ting 83 (179) 009 framing to bottoa cbora wberr✓ sboan - �Yc� 2X 36" tI_1I_ 6XG *TOTE PLATES ARE 'DESIGNED 'WITH A DURATI'OR FACTOR OF 0.92. Fw--RTF TYPE 41LPTNE - SEQN--2DI172 F RUSH F COPY OF -W.IS IFSIGk M 02MOR I C= cm a C= C=1 c..=" � j iiPi2iE iDC:r>t r rcr;, c:ic> s a e ilii �OfGlnEiiBt itf�RtL Ur aettal,c, em�IcoF o r� sE7rclor. 71R �roeanstt €car ;asrss�-aarrF-.osi�m rye d Q r= o r�ss, c® %x Aw Eaux � ams ac � int =w t [ acl �i"u. ssr c=a tom` e� 1=' eKi9t: rsE i.T a wsm = mr inns PlAAe� nus a FM a rll xea.'e - t� Q o fm is r� SrML i tms 'sic �rz r gwe"= x Q; r�Erl� s®ulm�ets � e� ins cam a_ ; � � eF urrFRaua a�x Q y t too= errs for I"a zm net t� es =*I "w CALF rr wv n FLTWW 9�i7i mm. , _ V MIW OMM AFL Y MOWL WUSt IILI MME 9VA_ WIM OM /RIA RIC596 UEttl� LNC T , s:raeie� canm IMMME 16MM.� W rs O . w :v � via Calf s,T Mn- it rXMf! Mr- 4 CM NO ; WS 031Mt Glib fief TEMO f TRM) ', LUMM- 36*1 R-28139 9- 3.SD- �UTiE COUfi!TY BUILDING DEPARTMENT APPr-"n1`r-D 'flit :UGN CRIT UaQ TI_ LL. _ Q PSSFTTw..w_, TC OL 1n., 0 FSFde CL _0 P Ln. 31.0 DM..FW. 1+�./�2 Wald f6LV' GY4Jr i ELY . .. c_e:c THIS: DWQ. 'PRF FRON COMPUTER Z#PUT (LOADS &'DIXEW!;jov1S) SUBMrTTED BY -TRUSS MFR. -FARED OBER 27883' Z ITOP CHti?u 2iC# FIR -LARCH' #I TC X -LOC L -R: 5.,29 6-21 1.1.25 16-29 22.21 C SOT CHOP -0- 2)CB` FIR -LARCH *1 X -LUG L -R y_ 29 7,.89 14.61 22.21 1lEBS Zi4 `r IR=CARCH: STANDARDBC. CONNECTOR PLATES "UST BE INSTALLED IN ACCORDANCE WITH. 2 COMPLETE TRUSSES REOU I RED ?E1.UIREHEWTS ©F' T�C,B_U. RESEARCHREPORT *2549., FASTEN TOGETHER WITH- 16D FAILS U.1 ALL. PLATES ARE TO 3E CENTERED ON THE JOINT, LEFT TO RIGHT AND TOCP - -------------- 16'' O.G. WEBS - ---- --- ----- 4' O.C. STAGGERED t� TOF` TO' BOTTOM,- EXCEPT WHEN LOCATED BY CIRCLE OP. DIMENS-ION. BAT CH -------------__"---- O SEE '.DRAVIN6 120 -FOR -PLATE LOCATIONS ON TYPICAL JOINTS'.' -C. R_TE: (1) 1/2' UTA_ TURU BOLT MAY BE SUBST°ITUTEO FOR (21-16D NAILS IH BOTTOM CHORD ONLY. r «-- °SINGLE'. CTT' WEB • *-TC 1,.4 � 80tTffl CST VALUES NOT TO EXCEED 0.99. t t fa) 'Provide: special, banger or c� mneCtioa: for 1875#- ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN g'1rNiRflSS FAgRLOAU 1'CAT{DR To- MUST BERMARKED ON TRUSS 11-9 O POINTS ARE TO BE M PANEL PO AT (WITHIN IY _c EGTIOIl. I/:i OF PANEL LEfiiC3'H FROM PANEL PQIifT (WITHIN 12") Aieti. SHOULD NOT OCCUR IR PANELS NEXr TO A PANEL POINT SPLICE. TOP CHORD SHALL. BE LATERALLY' BRACED '.PITH PROPERLY CONNECTED PURLINS SPACER: AT A. MAX114UN OF 24' 0' -C- ALL "AILS' SPECIFIED ARZ s' 606( WIRE RAILS- -!a J ironto- nafiingfin-ol schedule shown above,use ).�D-jec.�-bafls as sboirm- by es, for force transfer at, concentrated load. point - (b)', Thus- area *f truss designed to support 17-0-0 spate., €razing to B.C_ frow one face_ B.C. 2 4 MF - Concentrate& Toad created by dra ting 83 (179) 009 framing to bottoa cbora wberr✓ sboan - �Yc� 2X 36" tI_1I_ 6XG *TOTE PLATES ARE 'DESIGNED 'WITH A DURATI'OR FACTOR OF 0.92. Fw--RTF TYPE 41LPTNE - SEQN--2DI172 F RUSH F COPY OF -W.IS IFSIGk M 02MOR I C= cm a C= C=1 c..=" � j iiPi2iE iDC:r>t r rcr;, c:ic> s a e ilii �OfGlnEiiBt itf�RtL Ur aettal,c, em�IcoF o r� sE7rclor. 71R �roeanstt €car ;asrss�-aarrF-.osi�m rye d Q r= o r�ss, c® %x Aw Eaux � ams ac � int =w t [ acl �i"u. ssr c=a tom` e� 1=' eKi9t: rsE i.T a wsm = mr inns PlAAe� nus a FM a rll xea.'e - t� Q o fm is r� SrML i tms 'sic �rz r gwe"= x Q; r�Erl� s®ulm�ets � e� ins cam a_ ; � � eF urrFRaua a�x Q y t too= errs for I"a zm net t� es =*I "w CALF rr wv n FLTWW 9�i7i mm. , _ V MIW OMM AFL Y MOWL WUSt IILI MME 9VA_ WIM OM /RIA RIC596 UEttl� LNC T , s:raeie� canm IMMME 16MM.� W rs O . w :v � via Calf s,T Mn- it rXMf! Mr- 4 CM NO ; WS 031Mt Glib fief TEMO f TRM) ', LUMM- 36*1 R-28139 9- 3.SD- �UTiE COUfi!TY BUILDING DEPARTMENT APPr-"n1`r-D 'flit :UGN CRIT UaQ TI_ LL. _ Q PSSFTTw..w_, TC OL 1n., 0 FSFde CL _0 P Ln. 31.0 DM..FW. 1+�./�2 Wald f6LV' GY4Jr i ELY . .. c_e:c J09:_ 1.7887 MAS` THIS DWG. PREPARED FROM COM-UTER INPUT (LOADS .& OIhSENSIONS) SUBMITTED BY TRUSS igFit. TOP CHMD 2X4 FIR -LARCH #I TC X -LOC L -Rd .8.2.9 5-90 11.25 16-60 18.21 BOT CHARD" 2X4 FIR -LARCH #1 WEBS LX4 FIR=ARCH STANDARD BC X' -LOC L -R 9'.'29 7.68 14_62 18.21 CONNECTOR PLATES MUST BE INSTALLED14 ACCORDANCE WITR SINGLE CUT WEB #-TC:1 ;2' ENDS:6 ' REQUIREMENTS OF I.0 -B.O_ RESEARCH 'REPORT #2949_ L (U) BOTTOM CHORD CHECKED. FOR.lff PSF LI'YE LOAD_ DRAWING 1314 FOR 'PLATE LOCATIONS ON TY!ICAL JOINTS." FURLINS SPACED AT A MAXIMUM OF 24" O.C. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTEDSEE -NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR OF 9,9Z. w n S qxq NT a m L TO 14 r1%1 36 O.H. 11-3-0 1 7-3-0 '� R -555a it 3.5D' 13-2.9 SZE ^ a -775L' CRIT I Mr.. _I REF R427 -- et TC LL 16.0 PSF ORTE TC OL 10.0 PSF ORVG BC OL :L1) 5.0 PSF CR -EI _6i lig _ TOT.LO. 31.0 PSF I 07A I v�1j �,vlt ,-- DLIR.FHC. 1 2s i PITT f aFCALIT ISPACING 211.0 TYPE _6-0 -0/12 9 � 22-6-0 Stubbed To - - A-6-0 OVER 2 SUPPORTS - iii <4 R-555#- ;t- 3.5D' TYPE -_RLP NF SEON--20117q FURNISH R COPY OF THIS DESIGN TD' ERECTION' iPLRTE cc TRUSSES REQUIRE EXIREflC.:OWE . FLKNE F2-77- Fw PRm-ii^"-F5, IN:. **IMPORT:RNT** %o_L rmT BE RESpONsimx FaR 1%.-r WRRNI.NG 1N WAfXI%;., :ERECTION.. PAD j Cti r� a c DEVIBTIGN FRM THESE- SPECIFTCRTIOlS DR Fh DWRTION' FROM ERWING-SEE -CHT-TG-,IBVCIW VD00 TRUSSES; THIS DFSICN OR PNT FAILURE TO BUILD THE TRJSS IN CWORT13WE C01 * TFM FID RQXrMN0RTtDmS rTPI). SEE J: -:Th TFC ;'OUFLITT CDNTRDL rFMAL- BY TpI. Fi(PSI� GDNVECTDRs IVIS DESIGN fDN FilSIT1GrAL SPfSiFi _PEWV-t- AZE r&f. flMRED FROM 23 BRUME Q VANIZW STEEL iPLESS RENT BRRCING REOUIRErEN13, 1AZESS DDCI"LSE. Qiii r yy 6iti-RWISE: SM6N, tffS IW._MDUMEnE1(TS DF FGTII A44G GREE B, stjAW, IDP 00RD 9411 BE 0-TERFLLT BRACED. _f 9fFiTM{l►G, r IY FrFLT COsWECTURS TO Bilk FACES F}T ERCN JDIXF FtD LOCRTE i5 i1Tk PFOPE3zT RT1ACMiD PL Sj-mR_ BE=s3lhu'1ID(ijS DRE 9-' NnjWL LRIESS OTIEp ISE SmUN- 9GiTDM1 ElECR�S iii7R RiI; RILING. OR BRFCTNC C TRUSS ! DGS;W Sihm-AmDS CWF-DRn VIiN T;PPLICFELE PRCXISIGks O RS SP'ECEFtEI1 ON DESIGN, 0R tJD1 115E THIS O — G Q C rPyS Rt0 .•TPF 9PCT2- - DESIGN RITN:FIRE REFARr F.T.TREATED LMAR 1. ----, NOS - NRTTDhTL DESIGN' SPL LIFICRTION FOR VOW CINSTRUCIMN TP1 iNU55 PEA7E'INiTITJii, R -555a it 3.5D' 13-2.9 SZE ^ a -775L' CRIT I Mr.. _I REF R427 -- et TC LL 16.0 PSF ORTE TC OL 10.0 PSF ORVG BC OL :L1) 5.0 PSF CR -EI _6i lig _ TOT.LO. 31.0 PSF I 07A I v�1j �,vlt ,-- DLIR.FHC. 1 2s i PITT f aFCALIT ISPACING 211.0 TYPE _6-0 -0/12 _- �.: �. r�•4SMc,f'nHS3 SUBMITTED BY TRItSS l4FR. 1{?8c 1Z85� MAT 1.1 UBC LFEl THIS DV. PREP'AP.ED FROM COPePticEF, RFU FLumva COP CHORD 2X_4 FIR -LARCH #1 SOT CHORD2X` FIR -LARCH 01 2„cBS ZX4 FIR -LARCH STANDARD "OKKECTOR PLATES BUST BE IRSTALLED IN ACCORDANCE: WITH .tEOUIREMENTS OF I _C_C.O. RESEARCH REPORT 42945. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO ROT -TOM EXCEPT WHEN LOCATED BY CIRCLE CAR DIMENSION SEE. DRAWING 130 FOR -PLATE LOCATIOVS 09 TYPICAL JOINTS.` MOTE: PLATES ARE: SESIGHED WITH A DURATiO% FACTOR OF 0.52- r Ll L L TC X -LOC L -R 8.29 4..44 8.511 12.56 15.71 C BC .X -LOC L. -R= 5.29 4.27' 8.59 12.73 I5.71 ED s SINGLE CUT WEB *-BC:3 2 ENDS:1.5 ('B} BOTTOM! CHORD CHECKED FOR 1f PSF LIVE LOAD. � CD TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24' O -C_ Ln 5 EDPC 0\1 I _ 1 36- 0_n- 36 0_S_ I B-6-0 15-6-6 t}-3-8 $-S-t1 t 4-3-$ - 17-0-11 DYER 2 Si3PP US PLR'rE TYPE---RLPIA€` --2p1S FIMSH A COPY OF THIS ['OEGN TU RECTION Mgri FMIA RPLat. �StI �T� t7CChr r`.C� la sus lEWW- figugIIE Dow 0 0 o C= o fflMPORTFlNT*5 9au ear[' o amt-= t'c, er. C= �[mr axe Q o a. '8'. blitpr: fimr l7f� FKRP�`.7F+ Q. /iR BEYN.' - HUC2D6_SES:. 'HPf-iC'r ila[I� a r� C= C ---.l cf COMMM sw to SULD tw I=%w M Baa [ mss ocrn s �. _ C=3 c= o e reE `spitT vmrm- r—at` gr v'l. aplw Cape,. JKMW�ae �o[rttt� trFrrs rEa�a mr nin ,o 0 0 .cs w T W cmg;r at2ra[zm srm sa.. per [tom mss. � o ewsm i o ai►a artsF s[ax. tests mau, �lFM � le;M ase, tr CE rp sir. IV -i= esu BE its e� I w : �+rc=nF car aiw SCES nr UDI -UM pro ince rrada R oo sstcce+c, � � R-WSS 4{- 3.50" EY'13-Z.9 TC -1L JE;.[) PSFORM 06 is OL 1(I. CI PS � MlrJ 0d 6 UL a S.0 PSFCR�iblSlll TL1T. Lt3 . 31-1) PSF 13fii Lz' 17' J -u f= "w. amas Hens e' arm S>saass smn W= acs__ Qitch� 3!6/12 of 5 [ � � 2S WFLF[EO M aESMX- W rot a6E m: 1.25 -80s t.o -m a-cn aauu strx rsa� r�rtm eaa £ , S fr-imG 2$ u- TYPE SPEC - - o` =3 o , . r*t ciass, VMS rise rntra xg . ,rtrrue[� a6aram 9KcwmtT xr far ssrn a Givicrm JOB.::' I;848 -MAT THIS DWG.. PREPARED TOP CHORD 2X4 FIR -LARCH *1 BOT CHORD 2X4 FIR -LARCH -i WEBS 2X4': FIR -LARCH STANDARD' CONNECTOR PLATES 14UST BE INSTALLED IN ACCORDANCE WITH RECUIREMENTS OF I.C.B.O.. RESEARCH REPORT *2949 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM,: EXCrPT 'WHEN LOCATED BY CIRCLE OR DIMENSION_. SEE DRAWING. 138 FOh "PLATE 'LOCAT'IONS ON TYPICAL JOINTS. - NOTE: PLATES, ARE 'DESIGNED WITH A DURkTION` FACTOR OF 8..92.. For the hip trusses spaced @24" O.C. behind the #1 hip, use a. :single ply #1 hip. F. -tend the top chord of each hip truss and jack and connect to the hip rafter_ All topp chord extensions of 1tlps and j3acks must be supported by cripples @4-O--0O.C. intervals parallel to the member. 'The hip rafter :s to be suppported by a crip�Yle @5-8-0 intervals parallel to the member. Brace the Hat top chord with 2X4 t3 hew -:fir or better continuous lateral bracing @24" O.C. Fasten the brace to each chord With 2-26d Pails, Conventional framing is not the responsibility of the trass designer, pate manufacturer, nor truss fabricator. Persons erecting trusses are cautioned to seer advice by local professional engineer regarding convenLionzl framing. ROM COMPUTER INPUT (LOADS & bIMENSIONSt) SUB14ITTED BY TRUSS KFR. C X -LOC L -R: 9`_29 5.132 8.5.9 11.18 16.:71 BC X -LOC L -R: 9,.29 6-ffff 11 -HE 16-71 SINGLE CUT WES ,r--'2 ENDS:1,4 THIS *i HIP DESIGNED TO SUPPORT 6' 5" JACKS WITH h0 WEBS. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O -C. m 36" 0_H PLRTE TYPE --ALPINE o r 1 r_ ­T := o r -n ATRUSS 17-0-0 OVER 2 SUPP,DRT*S i3611 ml., R-1007# Y- 3.50" -R-10074 V- 3.5U- SEON--201155 FURNISH R COPY OF THIS 17r -SIGN TO ERECTION! -M T RRCTOR REV MI NE ENZMERED PR00tr.TS, INV TRtka- &EW1Rf-EX1nr1E CARE,_...DESIGN CRIT UgD i **IMPDRTRNT*x-wu. NOT K R w+sl:>r FoR m:WRRNING K HVX)LTw,. rREC ION ter' Q%af�C C" C .:c N v cc; to CD rslnrlll�ilEi r4VIF.TIGH FRM TW.% S?ECIFICRTIDNC UO FHY DEVIATION FAW IBIS OFSIGN OR ANT FRILR£ TO BUILD TIL TR -..,"S IN COHFOR�N;.F Mr-ING.SEE -UT-7z „1BRf 1W VOOO MMSES= CO EHTRRY F#Q Rax r w"•ITT0wS STPII. SLE : Q� 1.' ;. TC LL 1-9.10) PSF ORTE 06� 1 13 ) - � VITA TLE "wFLtTT cwwL DA4'.tFL- ar FPI. ALPINE CUHNECTrAS THIS DESIGN FOR MOtTIDNn 5PECIFfKRMt- TC GL 10.0 PS (,'p�R427 88175D ARr awjrACtuR6 FFw & GaxE tlil.YT�' rm STEEL UNLESS OT►ERVISr SHOWN, MEETOC RECUIREMENTS IIF ASTM F44R CRFM- R. 1EA1 0A!£INC HEOUM EN15. LWLESS OTHERWISE SHWN, TDP (}[lfitl WILL HE LRTf•: I: BRFCI]I � BC DL c rJ 5.0 PSF EVE-NGAIS: ,' = FiPPt.T CUw�TMS 10 DDT$ FACES A' EACH JOINT RM, LDCRF IL; 11I1H PRWEIt.T ATTACHED IS;TI m SHMIHINC.. )J f TOT. L[}. 31.0 PSF , 'ARE -q- O!R LEN. SHOWN. BEMINE, WIDTHS 4' WHIN UNLESS OTHEWISE SHOWN. BOTTEr CN'1Ro-WITH A:GJC CEILING OR:BRACINcDES I� ClVilcc Q• -17-0-0 .�— CDWW VITH' APPLICPIAX ?RDIISIQN 0F" CIIFIED O NOTUSE THIS ��r DUR.-FAC. 1 -. L5 (-ITCH b• U/1' ■hSI WD5'TFMrIRDS O�GSTSPECR REDESIGN.TBROP.RT 1DO - ---TPI - TfMJS.S PLATE INSTITUTE, �W - lbiTI04•R: DESIGN SPECIFICHTI'JN FDR 9009'MISMUCIM , _- Setback: 6-5-0 CSP S_-