Laserfiche WebLink
►o <br /> DES. BY: TJH CHK. BY: / TPI -85 ANALYSIS <br /> TOP CHORD LIVE LOAD 40.00 PSF LM PLATE SERIES: LDVM= 1 <br /> TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS <br /> BOT CHORD DEAD LOAD 10.00 PSF K 16GA 200 PSI GROSS <br /> TOTAL UNIFORM LOAD 57. 00 PSF <br /> LOAD DURATION FACTOR 15% TRUSS SPACING: 2.00 FT. CENTERS <br /> T1 2X4 SPF MSR 2100F-1 . 8E REACTIONS: VERT. HOR. MIN.BRG. <br /> Bt 2X4 SPF MSR 2100E-1 . 8E 1 2263 -0 3. 59 IN. [XI - 2x4 CONTINUOUS LATERAL BRACING ATTACH <br /> W1 2X4 DOUG FIR #3/STUD 7 2263 0 3.59 IN. WITH 2-16d NAILS IS REQUIRED AS SHOWN TO HO <br /> L <br /> DESIGN LOAD. <br /> TOP AXIAL BOT AXIAL WEB AXIAL VYEB AXIAL PLATE SIZES AND GAGES SHOWN ARE CONTROLLED B <br /> MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR TRUSS FABRICATOR PLATE INVENTORY. <br /> 1- 2 -4713 T1 7- 8 4345 81 10- 2 -691 W1 10- 3 656 W1 1 HEREBY CERTIFY THAT THIS PLAN, SPECI - <br /> 2- 3 -4103 T1 8- 9 3517 B1 9- 3 -1113 W1 9- 4 1673 W1 FICATION. OR REPORT WAS PREPARED BY ME OR <br /> 3- 4 -2921 T1 9-10 3517 B1 9- 5 -1113 W1 8- 5 656 W1 UNDER MY DIRECT SUPERVISION AND I AM DULY <br /> 4- 5 -2921 T1 10- 1 4345 B1 8- 6 -691 W1 RE I FRED PROFES NAL ENGINEER UNDE THE <br /> 5- 6 -4103 T1 L OF MI NNE SOT <br /> 6- 7 -4 7 1 3 TI � y4i5z y talc <br /> 20'-0' DAT 20 ' -0' REG. NO. 385 <br /> ES+GN—UNDE- <br /> 7'-1 "-3 6'-7"-6 6'-3"-6 6' -3"-6 (AS AM€NDEO Y STA JF MI4. ) <br /> 12 <br /> CITY, 112 � 1989 <br /> BUILDINIT <br /> NsQga�lq - I!z1_ <br /> DATE 1r;_14 Z� <br /> 4 �� APT ,,, D 13 <br /> 6x7-,- , tiAS NOTED <br /> \ 3 5 1-hese ce;nmen � k .hal! he done <br /> In tull cnmp:iul r + <br /> 1 . 5x3. 5 a:Jlrements irc{Lr r 1 gzt fl;u & zoai:: hero. <br /> � 'i� r:e12u in this <br /> T,, P�, fJ -SET JN SiL AT ALL TWBS. t <br /> K3x 1 0 . 7 = K�3x 10 <br /> I.�_7= <br /> 7 <br /> 4 � 1 1 <br /> 10 4x5. 3= 9 6x8. 8- l 8 4x5. 3- <br /> 3 . 59 1 N 3. 5 9 1 N <br /> BRG ## BRG ## 2' " <br /> 2'-0" 40'-0" 40-0 C5 <br /> SCALE: 11 '-2"-5 8'-9"-11 8' -9"- 11 11 ' -2"-5 542416 <br /> 1 FT=. 1862" V6. 18B <br /> •:;CEAAL NOTES. UNLESS •7THE}TWISE t1OTED 00•y-'E. CESI71 REQUIRES TC.P Atm BOT7Cf1 CH AOS Irr'LUDIrr' THOSE WITH TRUSSES SHALL BE r71tUFA,TUPED TO THE SFECIFI CA Ti If6 CF TPI <br /> FUPf'ISH A COPY OF THIS CL;hT1 TO THE BU1 LDi tr:, CESIQER AND PI'S,=l BaC15 ':R FPANIrlc T•'? Ha VE �:rr ITItUCUS LA TETaL SUFP'RT OUa L1 T'! STnfILW PD FCR t'ETaI PLATE ftECTID Lt}-.D TRUSS' . <br /> CCffTAa CTrR FCR THEIR APPROVAL ariD USAGE. CESI•JI SU.-. AS ATTa•:HED -HEAT1Hn C. PURLIr6 ':A BAaClr1:. TRUSS PLATE CR IE71iAT{CfJ IS SF';4f1 BY PLATE SL•?T CI PEC TI IN.�_ <br /> Ca L'ULA T{CfIS AND TRUSS PW TE lM6Ti TU lE (TP() PUBLI CA TI CfS P.FACTI C?H PD BPP-AIAL F•-ArES SHALL BE TRAt6FIERPED TO THE PETER i0 Ui STAT ILW RCS FCR C11 TE ALACEIEI IT fE•=IFICa it Cf 6. <br /> BUILCIrr' STRUCTURE. TRUSSES WITH SL^PED BOTTCfr CH'7RDS Hlf4D SPLICES SHALL BE LCCA TEP AT 1 •7 PAiEL LF?17TT/ ' <br /> ARE Hu"ILABLE FRCH LUfIBERtIATE +Ltt+. APE SUDJE T Tn wNl ZCf rtaL DI SPLA''EI ET ITS aND•�R TPAt6FEA 1'-i7' PAIELS It' EACH HCRD SE-301T HAI.IE EQUAL CAVLICAT <br /> THIS CESl Q1 IS F''R a TRUSS. L/HICH IS A :cf'PYRIT. IT SHA I_L l+':AI L�f'TaL F•;P•:ES TO THE 0EARIII'S. 1!:•:A TICtiS •F LATEP.AL PAt ELS E:•.CLUDIN: IEI•�S atjE) PEIrF_R•:rlr: rEl®EP.S. <br /> BE INTE•71ATLD ItIFJ TfE BUILCIr I.; C£SI'71. CLS IC7' LCADS at'D LT:D BRA':I H' PEQUIPED TO PESIST SU-_ r I' APE ItIDI ATED 'fl EPF:T{Ct1 BRAS If1- Af'D FEf-14T71T OPaCIrT: APE auw'/S PEQUIPEL•. <br /> GItT7CICtG SISALL BE '!EAI FI ED B') Bl1I LL•Itr-, <br /> ECS I.76i. CES I'll THE TPUSS CESI UI av C>1. CESIQI F•;R BEARINS. ArI:HLRn'E. Pf- TO TPI BPa Ilr' LI+D TRUSSES' H,+r'GLE af'D ET'ECT <br /> f ETH•:•C•_L'i�1 {fl wtI::E LII TH at'FYi•_FT11A i E TPI STAI'C,ARES. BRACIII: Af'D ItrSTALLATI•_N BV '?THOlS. LII 1'H 'APE. C•7 11J7 ERECT 'R USE Ca1TH:ED 7PV SSSS. CO rlii <br /> TRUSSES =HALL BE USED Itl E?I'Lr SED BUILDIMKIA Irl rA:f f CCRROS I VE TRUSS PLATES AS SPE'IFI ED AM fwf UFACTUP.ED BV rUT• CRI LL 'A aLTT3? TRUSSES. TRUSSES SHALL BE It6 Ta LL£L•. <br /> 0 IJ I RCt f E7 ITS LATH ACEQUATE JE7'rrIIATICN. - STRA104T� PLU11B Ar ID ALI'7 ED. AI ID !AI EI IiED a5 CESIQFS•- <br /> :aL•-ULATED VERTICAL CEFL£CTICN F--,A LIUE rR SrI:EJ LOAD CIES p THIS IS A TIIF_LV CLSIrSI FCR A SPECIFIC BUILDItY:. DIrFIFIrN <br /> NTT E•'_EED L,360 FrA FLI•:A TRUSSES. L x•10 F'•:R P'i:F 7RUSSF_S LUMBERMATE COPYRIGHT 1989. Fr_LL'4JIr I' Ir I;HCS Ir(DI CA TES SI)TEEI'THS •-F Arl FAB <br /> ATI ?I1 <br /> WITH •_- <br /> LI r'— arm L'100 FCR rH'ERHAr IJ; At'D Pri:F TRUSSES DIUISI.:f1 OF ILPIIE E]r:IrCERED PR'DIU':TS. Irl:. BASED fHlLLr1DE7a 1•IOI SIURE BELCN 13% aT Tlr£ CF Fa BRICA TI Cf 1. <br /> LII TH•_UT •:EIL1t C_S. CAMBER IS REQUIRED TO CG'IPE76ATE FC0 <br /> ACTUAL CEAD L=a D. <br />