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JOB: 25442 LK 29'3" GIRDER THIS DWG. PREPARED FROM COMPUTER INPUT lLOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. <br /> TOP CHORD 2X4 MSR-SPF 165�F-1 .5E TC X-LOC L-R: �.29 4.31 7.75 11 .19 14.62 18.�6 21.5g 3 <br /> BOT CHORD - 2X8 MSR-f. LAR 195�F-1.7E 24.94 28.96 C <br /> WEBS 2X4 SPF STAND. , EXCEPT AS SHOWN BC X-LOC L-R: �.29 7.75 14.62 21 .5� 28.96 m <br /> :wi-zxa sPF STUD : =w2-Zxa MSR-SPF 165�F-1 .5E 2 COMPLETE TRUSSES RE�U I RED �—� � <br /> ALL NAILS SPECIFIED ARE COMMON �IIRE NAILS. FASTEN TOGETHER WITH z 16D NAILS <br /> TOP CH ------------------ 1B" O.C. W <br /> ** DURING TRUSS ERECTION, LOCATE THE SPLICES ON ALTERNATE LlEBS ------------------ 4" O.C. STA6GERED w <br /> PLIES AT OPPOSITE ENDS OF TRUSS AS SHOWN BY DOTTED LINES. BOT CH ------------------ 5" �•�• w <br /> NOTE: tl) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED N <br /> FOR (2>-16D NAILS IN BOTTOM CHORD ONLY. � <br /> THIS GIRDER HAS BEEN DESI6NED TO SUPPORT: <br /> FROM ONE SIDE--15' 2" 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 1;0r� PLF AND A BC LOAD OF 4b'6 PLF <br /> 7X8 <br /> 7X8 7X8 <br /> 2X4 5X5 5X5 2X4 <br /> � lz 12 � <br /> �z ag.00 <br /> B.00� �l ' <br /> � f <br /> 4X5 4X5 <br /> � rt <br /> 8X8 1OX10�8X8 <br /> 4X5 #520-7X9 �+XS <br /> � 1-4-0 14-7-8 14-7-B 2-6-0 <br /> 29-3-0 OVER 2 SUPPORTS <br /> R-7393lk Y- 5.5D' R-75161k Y- 5.50" <br /> PLRTE TYPE--RLPINE SE�N--186402 FlA2NISH R CDPY OF THIS DESIGN TO ERECTION CONTRRCTOR REY 14.0.6 sc� -o.l�so <br /> FLPII�ENG[NEERED PROOI�TS� INC. TRISSES REOUIRE EXiRE11E CRRE DESIGN CRIT REF �- <br /> 0 0 0 � 0 0 ��IMPORTRNT+�f ����oT �R��+SI�E F� �Y WRRNING IN HRNOIII�� ERECT[ON RNO <br /> O n 0 O pEYIflT10N FRDM THESE SPECIF[CflTIONS OR WIY DEYIHT[ON FROH BRflC1NG-SEE 'BYT-76'�[BRRCII�& YOm TRUSSES� TC LL �O.O PSF DRTE � I B� <br /> 0 0 0 o TH[5 DESICN OR RNY FRILURE TO BUILD THE TRUSS 1N COfFORPANCE COH�IET1TqRt RND RECO►1f7ENDRT[ONS-•TPll_ SEE <br /> � o 0 0 11ITH TFf "OURL[T'I CDNTROL ttl�JUHL'BY TPI. RLPINE CONNECTORS THIS DESIGN FWt fi�DIT]O�iiL SPEC[RL PERRR- TC DL lO.O PSF DRIfG MrulsERs 88343024 . <br /> 0 o O o RRE RRNUFRCTIIRED FRON 2D GflUGE GflLYRNiZEO STEEL IH�LE55 NENT BRflCING REOUIkEt1EN15. UNLESS OTHERYISE g BC DL 1 O.0 PSF I1N-ENG L.L.K. <br /> � LPI N � OTHERYISE SHOYN, MEETII�C REOUIREItENTS OF RSTM R446 CRRDE R. SH�YN� T�CHORU SHRIL BE LPTEHFtLY BRflCEO c <br /> fiPPLY CONNECTORS TD BOTH FRCES RT ERCN JOINT RIO lOCR7E HS YITH PROPENLY flTTRCF�O PlYY000 SHER7H]NG� TOT.LD. OO.O PSF 0/R LEN. 29—3—0 <br /> � � TRU5S o SHDYN. BEHflING Y[OiHS RRE 4'I�M11lIF� IklLESS OTHERYISE SHOYN. 801Tp1 CNORO YITN RICI�CEILING OR BflRCINC o r� <br /> �ESIGN STRNORRDS CpiFDRN YITH F�PLICRBLf PROYISIONS DF RS SPECIFIED ON OESIGN. DO NDT USE THIS �UR.FRC. 1 .1 5 P I TCH ❑.��1 G <br /> - �NDS R1D F1pI (PCT). It PflTENT NOS. 4 549 838 flN0 4,625 535 DESIGN YITH PIRE RETRN�PNT TN[PTm LUtlBER. SPRC I NG SEE RBOVE TYPE COMN-- <br /> C� �_� �"-7 O � n E--TPI - THUSS PLH1E INSTITUTE NOS - NRTIONRL DESIGN SPECIF[CRiIUN FOR YWD C�NSTRUCiIGI <br />