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JOB: 25442 LK 13' 6IRDER THIS DWG. PREPARED fROM COMPUTER INPUT (LOADS & DIMENSIONS> SUBMITTED BY TRUSS MFR. <br /> -�_ <br /> TOP CHORD 2X6 MSR-SPF 18,�.�F-1 .6E TC X-LOC L-R: b'.29 3.47 6.5�' 9.53 12.71 Z <br /> BOT CHORD 2X8 MSR-F. LAR 195;gF-1 .7E C <br /> WEBS 2X4 SPf STAND. , EXCEPT AS SH041N BC X-LOC L-R: .0'.29 3.47 6.5Er 9.53 12.71 m <br /> :u�-zx4 SPF STUD . 2 C0�1PLETE TRUSSES RE�UIRED �� � <br /> ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. FASTEN TOGETHER 1JITH : 16D NAILS ap <br /> TOP CH ------------------ 16" O.C. OD <br /> WEBS ------------------ 4" O.C. STAGGERED w <br /> BOT CH ------------------ 4° O.C. STAGGERED „'�� <br /> NOTE: ( 1 ) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED o <br /> FOR i2)-16D NAILS IN EITHER TOP OR BOTTOM CHORDS. � <br /> TOP CHORD BOLT SPACING NOT TO EXCEED 18" O.C. . <br /> TNIS GIRDER HAS BEEN DESIGNED TO SUPPORT: <br /> FROM ONE SIDE--17' 9" OF SPAN FRAMING TO THE BOT CHORD <br /> OPPOSITE SIDE-- 2' �" OF SPAN FRAMING TO THE TC/BC SPLIT <br /> GIVING A TC LOAD OF ls'8' PLF AND A BC LOAD OF 484 PLF <br /> 3X6 7X6 <br /> 2 3X6� <br /> 12_00 12.OD <br /> Y1 � <br /> 0-9-13� �0-9-13 <br /> � 2X4 6X8 2X4 � <br /> 6z6 6x6 <br /> 6-6-0 `L6-6-o <br /> 13-0-0 OVER 2 SUPPORTS <br /> R-3624�t Y- 5.50' R-3624�t kl- 5.50' <br /> PLRTE TYPE--RLPINE SE�N--186457 FI�tNISH R CDPY OF THIS DESIGN TO ERECTION CONTRRCTOR rc�v l4.o.e sc� -o.ie�s <br /> iIPINE FNGINEERED PNOOUCTS� INC. TRUSSES BEOUIRE EXTREME CHRE �ESIGN CRIT REF -- <br /> O O O O O O �E*I M PORTRNT�# sNai.�NOT ee aEsroNste�e Foa RNY W RRN I NG IN HRNDIIlG� ERECTION RND n n <br /> c� � c� O O pEYIRT]ON FR017 THESE SPECIF[CHTIDNS OR RNY OEVIRTiDN FROM BNflCING.SEE '8YT-76'�BflRCING YD00 �flUSSES� TC LL �O.O PSF DRTE J�p <br /> �� � � � THIS DESICN OR RNY FRILURE i0 BUILO TME TRUSS IH CDNFORI'ANCE CDMI1ENTFiRY R10 RECp1t1ENORT[ONS-•TPII. SEE <br /> _:� :� o o �IITM TFE '�URLITY CONTROL f7FiNUFiL' BY TPI. RLPINE CONNECTDRS iHIS DESIGN fOH RODITIINAL SPEC[RL PERMH- TC DL 1D.O PSF DRVG MNusERs 683440U9 <br /> c=, � p o RRE Y�iNUFRCTLREO Ffi011 20 GflUGE GHLVHN[ZED STEEL UfLESS NENT 6RflC1NC RE�UIREI1EN15. UNLE55 OTHERY[SE B BC DL 1 O.O PSF MN-ENG L.L.K. <br /> �� LP I N � GTNERYISE SHOYN, 11EET[NG REWTREtlENTS OF RSTtl R446 GflR� fl. SHOYN� TOP CHDRO SHRLL BE LRTERRLLY BRRCEO p � <br /> �-, d RPPLY CONNECTORS TD BDTN FRCES RT EflCH.AINT PoO LOCRIE fl5 YITH PROPERLY FTTRLHED FLYYODD SHERTHING, TOT.LD. OO.0 PSF 0/R LEN. 13-O-O <br /> SMOYN. BENRING Y[D1HS RRE 4'N0111NRL UNLESS OTHEfiyISE SFAYN. BOttDl1 CHOflD YfTH RIGIO CEILING OR BRRC[NG <br /> � � TRUSS � OF.SIGN STFNOW205 CONFDRII YITH RPPLICRBLE PRONISIONS �F fl5 SPEC7FIED DN UESIGN. U�NDT USE THIS OUR.FRC. 1 . �S P I TCH 1 2.��1 2_ <br /> _ +NDS RRU �TPI IPCT). �ESIGN YI7H FIRf RETHROHNT TREHTEO IUtlBEH. SPRC I NG SEE R BOVE TYPE� COMN-- <br /> - � �� C�� � � � +--fPl - �RUiS PlH1E IN�I]fUTE� NOS - NiT[�]WRL OES]CN SPECIFICNTlliN FOH YU00 C�kSiNUC11UN .� <br /> . _ ._ _. ___-___ . ._ _ _.__ __..__.____.�._._.__ .__.__.. _. -_�..........�-�..._.-......_.... ,.,._.._.�...:.�,,.�...,-....,-<.:-.r.......:.,n..r, . . . .,. . . __ . . _ <br />