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SIDEWALL POST SCHEDVLE <br />A NL� BUIL��NG WIDiH$ TO 40 <br />ENDwALL POST SCHEDULE +/ BRACE PCR DE1F�1. i�IZ <br />B FlL BUiLOMG WIOTNS TO �0 <br />TRU55 BLOCK aOLT SCHEDLL=�r_ <br />C } s 0 MACHME BOL75 W h'�F�.RS <br />gAY <br />WIDTH <br />2 � <br />�� 7 4 <br />14� 2 2 <br />SEE OEfaL 7/I <br />PURLM SCHE�ULE <br />D <br />BAV WIDTM PURIJN/SPACINC <br />yX6 O Y4' 0 C. <br />10' <br />2%6 O 24' <br />12' <br />p%6 O 16' O.C. <br />2%6 DFL N0. 2 O 18' O.C. <br />1 a' <br />6 �8' Ot• (A TERNAT NG)„6 <br />RANE BEAIA SCHEOCLi C LF1N-TO RAFTER SCMF.J'.:F. <br />�� FF w`NC BEAN W/ GVERNANC SCHE�ULE F - GRID 515TEM <br />I � . I <br />gAY <br />WIDTH �p• <br />(2)2X10 <br />10' (�)2%12 <br />(2)2%10 <br />17 <br />BEAM SPAN <br />1Y 1�� <br />(2)2%ID �Zi2%•. <br />12 W/2%B SCAB <br />(2)2X;0 (2)Zx� <br />14' <br />2%12 W�2%9 SGA� �(2)2%10 DFL N0.1 <br />2 <br />H.F. N0. <br />BEAM <br />SGB� <br />• FOR TMIS ALTERWITE TME RAKE BEAM <br />t5 TO HAbE NO C/�NiILEVER SPA1L � OFA�a L• SCAB <br />CONNECT SCAB AS SHOWN AND <br />USE DEfFIL 50/2. �dd O 12� O.C. <br />(SiACGEPED) <br />i1 POSi F�DTING SCNEDULE _ _ - <br />POST <br />SPACiNG �p• <br />�o. 2a• e�a. . <br />17 2a' tlla. v <br />a'-0' DEE� <br />14' l6 tlia. • <br />a'-0' OEEF <br />LLOWR9LE SOIL E <br />rosr <br />SPACING �� <br />EAVE MEIGHi <br />11' 12' la' 15' 1� <br />1' tlia. • P4' Oio. r Y4' eia. • Y�' C�a. x 2�� Eia. x <br />-0' �EEP 1'-0' DEEo 4'-0' �EEP a'-0' DEEP 9'-d' �EEP <br />{ Em. x ]0' tlio. e JO' tllo. x JO' a�a. x 30' dla. * <br />-0' DFEP 1'-0' OEEP 4'-0' DEEP �'-�' CEEP 4'-C' �EEF <br />0' E�o. x JO' dlo. x 30' Olo. + ]0' tl�o. K 30' dla. x <br />-0' DEEP 1'-0' DEEP 4�-0' DEEP ��-3� DEfF�4'-0' �EEF <br />gQjF; DEPTMS ME TO iGP C.1' CONCPEfE <br />'ING � 1,500 pal PAD OR BAGS OF All%. <br />EAVE HEiCHT <br />11' 12' 14' Ifi' <br />26' Oia. � id� dio. � Eia. v �o. M ]0� dio. z }0� tlia. a <br />�� 4'-0' DEEP 4'-0' JEEP 4- 4'-3' DEEP 4'-6' OEEP 1'-9' DEEP <br />30' d�n . 30' SO' Eia. v 10' Ela. • 30' tllo. � <br />�Z 4'-0' 0 �EEP �-6� OCEP 4'-6' J '� OEEP 4'-9� OEEP <br />Eia. r 30' dla. a 70' tlio. • 30' ela. v �0' a�a, ' dla. • <br />1'-0' OEEP 4'-T DEEP s'-3' OEEP �'-C' ^LiP a'-9' CEEP 5- <br />BEAu SPAN <br />t�� <br />7%12 W/ <br />�EDCER <br />INTERIOR POST SCNEOULE <br />K GRIo SYSTEV. <br />2 <br />} <br />J <br />� <br />"CONrRACT�9N5 RESPON BL.E `Ofl`ALLFAIE�MODS AND�FANSC QNTERNA"iIOMN. BUILDING CO�EJ. <br />� 2J TRU55 �ESIGN AND Fi.dRICAT10N SMALL CONFORIA i0 THE 2009 IBC (�NTERNATIONRL <br />BUIIDINC CO�E). ENC'�NEERIkG �ESIGN AND SHOP DRAWINGS SMALL BfM <br />TNE SiAMF OF A PftOFE5510NAL ENGINEER RCG6TERE� IN TMC STATE OF W45HINCTJN. <br />3 7q755 BPACING SMALI 6E IN ACCORDPNCE W�TH THE TRt155 �ESIGN DRAN'ING. <br />� 3J BUiLDIitGS SHOwN ON TNESE PLANS HAVE OEEN OESICNED FOR TME FOLLOWiNG <br />LOADING: WM� LOAO� 85 NiM, ERPOSURE B. <br />4 cNOW�O; 25 P+I <br />�OII B>FINC 2000 0�� OR 1500 pel <br />(PER SCHE�UlES) <br />� �«�w cnhcorsr� o <br />wITH Ss � 150Sq MP%. <br />{,) yETAL PMlELS SHALL BE BHP NOR CLAD. OR EOUA HPNNC 80 K51 IAINIMUM YIELD <br />5 flEWS AT 9ALOCµALONGhEACHBGIRT.5T5EE 5!{(N�90R �MEfALx•CAUCE.TMPING <br />5.) LUTABER SNALL CONFORM TO THE FOLLOwiNG U.N.O. ON TMESE PUNS: <br />p%4 THRU 2%12: <br />9PUCTURAL POSTS: HF N0. 2 <br />BLOCKING: 4.6 HF N0. 2 545 <br />fiw6 h llJiGER HF N0.1 ROUGH SAWN k AS NOTED <br />HF STANOMD AND BEfTER <br />6.) EM�BE�pOED STRUCIURAL POSTS SNALL �E PRESERJATNE iRFATEO USING TREATMENT f'OR <br />�UMBEF'IN COMACTIWITMnS01LOR C�NCREfEWOR E%POSE� TO WEATERASHALL BE <br />IUMBER OR BE OwTGPADERSULL BE NOTCDI PEDNWLVAN2EOWRN PRESERVAifVE TREATEO <br />��5 i, ALL BLOCK BO.TS TO 9E 3/4 uvwcmn. <br />:, CI�PNT11V OF RARERS IS TOTPL NUAIBER AT <br />CRID w/ EOUl�L NUIIBER E1CH SIDE OF POST. <br />}, FOR SPANS w/ NO CPN71LEVER, SCABS ARE TO <br />BE 8'-0' LONC IAIN., CENTERE� M SPAN PND <br />ON RARCR, ANO NAILEO TO RAFTER w�10C AT <br />72'o.c (4AGGERED) <br />} SCA85Pµ E DIOUBIENTHE OW�NTIttOOGUMPIN <br />MENBERS. <br />�Y EAVE HEIGHT <br />wion+ g• 10 17 1J' 1{' 15� tfi' <br />10' +k6 4X6 * 1%fi � �X6 � t%6 � 6%6 <br />4%fi �xfi r <%6 x 6%6 �X6 • 6X6 6%6 <br />�X6 IXE � 4%6 • 6x6 6%6 G%6 <br />e iHESE PO5T5 TD BE BMCED PER <br />DEfNL 17/2 OR USE 6z6 POST. <br />FAVE Gi?T TIE STRAP <br />M <br />9UC- LEP <br />WIDTH NO <br />zo' as' <br />,.• I �9' <br />�� UNL.0. PRE BORE BO T Y.OL���/�fi'U:�CER MAN BOLTSDUNEiER.�fI HFAD �D Nl1T <br />8� ( 500 pei USEDLFOR DESIGN, 6PECIALMNSPECTION 19 OT RE�UIREO).� 3000 pei. FOR WFAT <br />9J BACKPILL POR EMBEDOED POSTS SHALL BE CLIAN SANO. <br />MNMMUId STE HTAIAPINC BAR N LIPTSTIOTITO 4IxCEE0x6',POUND <br />10.) STEEL STRAP SMALL BE SIMPSON C516 OR EOUAL. <br />71,) 19/32' T1-11 Oft LP SI�ING IAAY BE USEO IN PIACE OF MEfAL PANELS ALONC <br />ENDWALL$ ��� SIDEWALLS. SIpING SHALL BE NNLEG WITH 60 COMMON OR <br />GALVANIZED BO% 11AIL5 AT 4' O.C. ALONG PANEL EDG2S AND 12' O.C. IN FIEI.�. <br />ALL EDCES OF SIDINC TO BE BIOCNEO. �OR SHIPIAPPEO E�GES BOTH PANELS SHALL <br />BE EDGE NN�EO WIiM 6d AT 4" O.C. IN AGCORDANCE WIiH MANl1FAG7URER'S SPECIFICATIONS. <br />f2J CONS7RUCTION OPTIONS WHERE SNOWN ARE AT THE DUILDEP'S DISCPEfION. <br />�s�� PR SERVATNE �TRiATEDR UA1 EA TO BET M0� DIPPEO GALVAN ZED OR CUIVALEM. <br />ilE STNAP PER DEfNI 11/2 0 <br />BLGJ. LENGTM <br />]6' TO 60' S 8 <br />18� MA%. 9ti._ <br />76' S2' AN%. 53' i0 108' 8 I1 <br />N <br />10' S7' 41A%. 58' TO 120' 9 12 <br />NOTE: NML ONS SHOwfi ME EACM SI�E OF SPLICE. <br />WMERE OVERIWIC OCCURS, SEE DEfAIL P/2. <br />P INTERIOR P95T FOOTMG SCHE�ULE <br />CRID SYS��A� <br />PCSi <br />SPAGING p• 12� I4' <br />1' IB' d�a. 18 dla. 1B' tlia. <br />�p' 19' ela. �a. Pa' eia. <br />��' 18� dia. 24' Eio. 24' dla. <br />gAY <br />SPACING • � 14' <br />io' ta. . • ma. 24' a�a. <br />12� dia. 24' 24' Ela. <br />24' tlio. 24' dia. �a� <br />������� <br />P <br />a 6 nv <br />O � 9 Q <br />n <br />��g��. <br />����< <br />'�asss <br />o°SS6�' <br />nn• <br />��uolalno� <br />N V7 <br />� W W <br />J J I-- <br />— 7 O <br />�O Z <br />w <br />� N � <br />�� <br />eh—!at <br />3 <br />