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TOP CHORD 2x4 MSR-F. LAR i650E-3.5e � <br /> BOT CHORO 2x8 MSH-S.PINE 2250E-1.9e r <br /> WEBS 2x4 FIR-LARCH Stud EXCEPT AS FOLLOWS TC X-LOC L-R 0.29 3.76 7.38 10.67 13.96 17.57 21.04 c <br /> BC X-LOC L-R 0.29 3.76 7.3B l0.67 13.96 f7.57 2�.04 N <br /> : W1 -2x10 FIR-LARCH SS . n <br /> • W2 -2x4 MSR-F. LAR i650E-1.5e . FASTEN TOGETHER WITH ; f60 NAILS � <br /> lT. BLOCK 2x6 MSR-F. LAR 2400E-2.Oe : BLOCK LENGTH - 1.833 TOP CHORO ----------------- 16" O.C. � <br /> WEBS ----------------- 4' O.C. STAGGERED � <br /> 80T CHORO ----------------- 6" O.C. � <br /> *�LATERAL CHORD BRACING REOUIREMENTS UNLESS OTHERWISE SHOWN** NOTE: li) i/2' DIA. THRU BOLT MAY BE SUBSTITUTED N <br /> TOP--> RIGIO SHEATHING FOR (2) -16U NAILS IN BOTTOM CHORD ONLY � <br /> BOT--> RI6I0 SHEATHING - OR - BRACED @ EACH END & f20' O.C. � <br /> CONTINUOUS LOADS <br /> � IO L-PLF R-PLF END o <br /> TC OIST. 94.0 94.0 21.333 � <br /> 8C DIST. 20.0 20.0 21.333 <br /> CONCENTRATED LOAOS <br /> 10 X-LOC MAG <br /> BC CONC. 7.375 8300.0 <br /> (A) SCAB BHACE - SAME SIZE, GRAOE ANO LENGTH AS WEB MEMBER. <br /> ATTACHED WITH 16d NAILS @ 4' o.c. <br /> 5X8 � ��pLETE TRUSSES REOUIRED �� <br /> 2 . 5X48X10 2 .5X4 <br /> � i� <br /> �z.o a��.00 <br /> M2 <br /> 4X8 (82) w� Mz 5X5 (82) <br /> A) <br /> o-io-� 10-so-s <br /> � 8X8 6X10 1 . 5X3 � <br /> 1 .5X3 10X10 = <br /> o � <br /> 3X6 = <br /> v <br /> 10-8-0 10-8-0 0-11-4 O1 � <br /> m � <br /> 21-4-0 OVER 2 SUPPORTS � � <br /> R�6649�F N� 4.00' R�4108i W- 4.00' � <br /> PLT. TYP.-ALPINE SEaN-- 12037 REV 15.6.5 SCALE � 0.1250 <br /> ALv]NE ENGINEENEO DROOUCTS, I�C. IRUSSES HEOUTAE EXiREME C�RE �Rm�mnn nwi ntswM. OESIGN CRIT:TPI HEF R760--13940 <br /> 0 0 0 0 0 0 *�IMPORTANT���«�T� �5��,a�E FOA�N� WARNING ir+ HANOLING. EaEC710N �No y���nuna,rwatrs <br /> O O O O pEy�AT10N FROM 1HIS OESIGN OR iHESE SPECIFICATIONY, OR ANY �IACING. SEE HIB-9! BY IPI. SEE iN14 OESIGN �����R p������ TC LL 4O.O PSF DATE 04/24/92 <br /> o O O O FAILURE TO BUILD Tlf TM155 IN CONFORNANCE MITn OSiBB BY fPl fOR AODIilOWL SPECIAI PERW1NENi giACING PE AlrfnIS1011�IMI 1 w��Rt <br /> O O O O �LPIIF CMf1ECiORS ARE NAOE OF 20GA 6FLV. STEEL MEETING ASTM WIF�NENTS. UNLE55 OTnEPM15E IIaiCA1ED, TOP �[CISt[tl1 M�WtYMI[�Cp[� TC OL 7•O PSF ORWG ILUSR760 92f 15007 <br /> O O O O �«8 GR 11 EKCE7f AS NOIED. APPLY COW�ELTORS i0 EACN FACE OF [nOfq 51u�L1 BE L�TEHALLY BR�CE�M11N t�OPER MIOt�1N[lMR t 1K it111[I .( <br /> � ALPINE � TR1155 ANO UILE55 O7HENIIISE LOC�tEO ON THIS�SIWt POSIIION LY At1AC/rt0 P�YM000 SHEATHING, BOi�OM CNOt�U �����• BC OL 1O.O PSF IL-ENG � • <br /> O O COtIEC10R4 PER OR�MINGS l30, 150 C f60A-F. OESIGN STANDAPOS MIIN PROPEaLY�t1�C11EU RIGID CEIUNG--SEE . P TOT.LD. �J7.O PSF 0/A LEN. 21-4-0 <br /> C0160RM N/APVLICABLE PROVISIONS OF I�DS 6 iP�. AN ENGINEER'S ALPINE TECIINICRL UiqR1E (7/1/91) FOR PROPEq ��� ^ ^ <br /> 0 TAUSS � SE�I ON �H15 OR�MING�PPLIES TO IME COMPONENT OEPICIEO HERE DRYNAI�11iMLIC�TION. FURNISM�COPV OF iNIS YIllIM111.IMLA,►.t. F R.FAC. 1 . 1S PI TCH 1G.O/�G <br /> iN OILY, �IO 51ML1 NOi BE REIIED UPON IN ANY DIHEA MAY. OESIGN 10 IrE INU55 ENECiION CONIMLIOi1. W1It IKGtf�Mt10111D.1)r <br /> O O O O O � �__TPI � TW155 PI�IE INSTIIUiE, NOS- 1991 WTION�L DESIGN SPECIFIG(!ON FOR M000 CON5111UCTtON � SPACING 2�I.O TYPE COMN-- <br /> ��. . <br />