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JOB: 102d� 25442 <br /> TOP CHORD 2X4 MSR-SPF 21��F-1 .8E TC X-LOC L-R: H.29 6. 15 11 .42 14.62 17.83 23.18 28.96 <br /> BOT CHORD 2X8 MSR-F. LAR 195�F-1 .7E <br /> WEBS 2X4 SPF STAND. , EXCfPT A5 SHOWN BC X-LOC L-R: �.29 6. 15 11.42 14.62 17.83 23.18 26.96 <br /> :tJl-2X8 MSR-F. LAR 195,�F-1 .7E : :W2-2X4 MSR-SPF 165b'F-1.5E 2 C0�1PLETE TRUSSES REQUIRED �--�� <br /> NO WANE, KNOTS, SKIPS OR OTHER DEfECTS SHAIL OCCUR IN FASTEN TOGETHER WITH s 16D NAILS <br /> THE PLATE CONTACT AREA OR SCARFED AREA OF 4/EB MEMBERS. TOP CH ------------------ 1�" O.C. <br /> WEBS ------------------ 4" O.C. STA6GERED <br /> ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND BOT CH ------------------ 5" O.C. <br /> TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. NOTE: ( 1 ) 1/2" DIA. THRU BOLT MAY 8E SUBSTITUTED <br /> SEE ORAWING 13S' FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " FOR (2>-16D NAILS IN BOTTOM CHORO ONLY. <br /> ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. SINGLE CUT WEB �-BC:5 ;2 ENDS: 1.3,7,9 <br /> *** SPECIAL LOADING *"* <br /> /--------CONTINUOUS LOADS--------\/---CONCENTRATED LOAOS---\ <br /> --ID- L-PLF R-PLF ENDPOINT --ID- X-LOC MAG <br /> TC 1 1�',0'.H 1,0�8..0' 29.25 <br /> BC 1 2,6�.�0' 2E'..g 17.83 BC 1 17.83 3796 <br /> BC 2 4.0'.0'.,0' 4b'.0'.br 29.25 <br /> 7X6 <br /> 7X10 7X10 <br /> 4X6 6XB �XB <br /> Y2 �/�+ <br /> 12 Yl YZ 2 Yl 12 �AO <br /> 8.��� a g.�� <br /> �+X6 3X8 8X8 3X8 4X6 <br /> 12X14 �379�,� <br /> ��_�o_0 8X8 <br /> 1-4-0 14-7-B 14-7-B 1-4-0 <br /> 29-3-0 OYER 2 SUPPORTS <br /> R-4151A N- 5.50" R-75B9# 4f- 5.50" <br /> PLRTE TYPE--RLPINE SEON--189441 FURNISH R CDPY OF THIS DESIGN TO ERECTION CONTRRCTOR REV 14.D.B sca�.E -o.izso <br /> 0 0 0 0 0 0 �P�� �G[NEERE� PHOOUCTS, INC. TRUSSES REWINE EXTREME LHRE �ESIGN CRIT REF <br /> �*I MP ORTR N T�� SHRLL NDT BE RESPONSIBLE FDR RNY WRRN I NG IN HRNCLIPG, EflECT[ON RNO I' <br /> �� C c--� � o OEVIPTION FpGh THESE SPECIFICRT10N5 DR RNY OEVIRTION FR011 BHRCING.SEE 'BYT-76',lBRrlCING Y000 TRU35E5: TC LL '7O.0 PSF DRTE D 1 I'7 IS 9 <br /> � � � � THIS DESIGN OR FHY FR[LURE TO BUILD THE TRUSS IN CONFORYPNCE COflMENTRRY HND RECp1MENORTIDNS-tTPI). SEE — <br /> � � � G7 JIiH TVE 'OURL[T'f CONTRUL tiMUfll'BY TPI. RLPINE CGNNECTDRS �HIS ClESIGN FUR i�DITIDIfiI SPEC[RL PEPo1R- TC DL lO.0 PSF DRVG <br /> '—' o o RFiE tWvuFRCTWE� FRGt1 20 GRIJGE GHLMHNI2E0 STEEL UN.ESS NEHT BRRCING REOUIREI1ENT5. UNLE55�THERYISE BC DL 1D.Q P5F MN-ENG R.A.R. <br /> u L LP I N � �ThcRY15E SdGYN, 11EETLNC qEOUIRENEMS OF RSTI1 R446 GflFiOE F. SHUYN, TOP CHORD �iRLL BE LflTERFiLY BRNCEU <br /> � o RPPLY CGHNEC�GRS TD BDTH FRCES RT ERCN.AINT Flta LOCRTE HS YITH PROPERLY HTTPLHEO I'LYYDOD SHERTHING, TOT.LD. OO.O PSF 0/R LEN. 29-3-0 <br /> �- Tp �+ 0 SHGYN. BERRING YIOiHS RRE 4"NOt71Nfi uNLE55 OTHEfhfISE SFIOYN. BOTTp'I CHOHD YLTH HIGIO CEILING OR BkRL[NG �UR.FRC. 1 .1 S P I T CH B.Q I 1 C <br /> L 1 f�USa7 ,� GcSIGN STRHORRGS CWFDRM YITH Ff'PLICRBLE PROVISIDNS OF NS SPECIFIE� ON DESIGN. DG NOT USE THIS <br /> �NGS PAfJ fTpI tPCTI. DESIGtJ YITH FIRE FETRROHNT TflEflTEO LUHBFA. <br /> o c—i c=� c� O o k--iP] - iR11;5 PLR7E iNSllTUTE; NDS - N-lTl(7NRL OESIGN SPECIf[CRT10N FOR YDOD CONSTRUCTIGN SPRC I NG SEE RBOVE TYPE G I RDER <br />