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- R A MP i r � ��,� >>M r�� � � �,� . .; ', �i_ � - <br /> - `5�u�h,1. <br /> 4X2 NSF-SPF 2100E-1.8C IT CANNOT BE USED UPSIOE DOWN. TOP OF TRUSS <br /> 80T CHORD 4x2 SPF Stud, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. <br /> wEBs <br />� � ;pl-(qJ4X2 SPF Stud . LOCATE VERTICALS FLUSH WITH THE EDGES OF THE INTEAIOR <br /> • BEARING AS SHOWN TO AL�OW AN OPEN GAP. TOP CHORO OVER <br />� ' REFEH TO DRANING A150 FOR TYPICAL PLATE LOCATIONS. THE INTERIOR BEARING MUST 8E CUT AFTER TRUSS ERECTION. <br />� : <br /> SHIN ALL SUPPORTS TO SOLID BEARING. <br />"' �e jNDICATES NON-STANDARD LENGTH WEB. <br />�. �+�* SPECIAL LOADING +�+�* <br /> /--------CONTINUOUS LOADS--------\/---CONCENTRATEO LOADS---\ <br />� � r*LATERAL CHOFD BAACING REOUIREMENTS UNLESS OTHERWISE SHOWN+�* TCIDS 100�.0 100L0 EN3P075T TCI� 1 23L94 550 <br />� � Tpp--> pIGID SHEATHING g� � 10.0 10.0 31.75 <br /> 2x6 STRONGBACKS AT (+ -) SO'0' o.[. <br /> NOTE: TRUSS IS NOT SYMMETRICAL, MUST ERECT IN RELATION <br /> TO CONCENTAATEO LOAD lSJ AS SHOWN. <br /> 4': � <br /> g',t <br /> ,,;� , <br />��� .: <br /> r � � <br /> � j 5-4-� +► <br /> r` <br /> �; ; - 26-5-0 <br /> � TO CENTER OF <br /> �'`; 2 .9-0��;MAX. 2 .g-�` -;MAX. OPEN CHASE <br /> ; <br /> F + <br /> � <br /> •.� 30.0" TYP. <br /> "� - 1.5X3 5X4 b 2X6 � 5X10 � 6X10 1.5X3 <br /> � *b �;3► 4l=3xb �l:3xb SS� <br /> 2X6 5X7 2X6 2X6 �`32X6 5X7 2X6 5X10 2X6_ � 2X6 2X6 2X6 <br /> 1-6-0 1 1-6-0 <br /> � <br /> 5X4 5X8 6 Nszs'z-5X10 5X4 5X6 <br /> 5X7 _ 5X8 <br /> 5X5 5X5 5X4 <br /> w-Hs25i2 15-6-0 <br /> �� <br /> 31-9-0 OVER 3 SUPPORTS <br /> R-874� W- 3.50' R-2005i� W- 3.50" R-1108f W- 3.50' <br /> PLT. TYP.-ALPINE SEON-- 4t4B4 FUFiNISH A COPY OF THIS DESIGN TO ERECTION CONTAACTOR REV 15.6.5 SCALE � 0.1875 <br /> ALPINE ENGINEEREO PHOOULTS, INC. TNUSSES PEOUlFE EXTHEME LARE DESIGN CRIT:TPI-PCT AEF <br /> **IMPORTANl'�*����T����=�E FOR�� ARNING �N NANaING. ERECTION �� <br /> OEVIATION FPOM THIS OESIGN OR TMESE SPECIFICATIpS. OH ANY �FACING. SEE NIB-9f BY tPI. SEE THIS OESIGN � TC LL ��.0 PSF DATE 07/23/93 <br /> FAILURE TO BUILO T� iRU55 IN CW/FOHNANCE MlTn OSTBB BY TPI FOR AD�ITIONAL SPECIAL PERNANENi BFAClNG RE <br /> A�PINE[O�+/ECTORS ARE MAOE Of 2�W GAIY. STEE�MEETING ASTN OUIREMENTS. Ura.E55 OinERMISE INDICATED. TOP TC OL 1 O.O PSF ORWG <br /> Aa46 GR A EXCEPT AS NOTEO. APPLY LOW1EC70R5 70 EAC11 FALE OF LNONO SrfAIL BE LATERALLY BfUCFL NITM PROPER BC DL � 5.O PSF MN-ENG <br /> ` ALPIN 7R1755 AND WLE55 OTHEPMISE LOCATEO ON THIS OESIGt1 POSITION LY ATTALMEO PLYM000 511EATHING, BOTTOM C1qp0 �� <br /> g. COtYIECTORS PER ORAMINGS 130, 150 C 160A-f. OESIGN STANDARDS MITH PROPEHLY AiTACHE�FIGIO CEILIN6--S�E TOT.LD. 'rJ�J.O PSF ��{� �EN. 3l-9-0 <br /> ¥ CONFONM X/APPLICABLE PFOVI5ION5 OF ND3 6 iPl. AN ENGINEER'S ALPINE TECMNICAL UPOATE (7/1/911 FOH PHpi'ER QUR.FAC. � .OO DEPTH SS.O■ <br /> � TRUSS SEAL ON THIS D�UMING APPLIES TO T11E COMPONEN7 DEPICTED HERE ORYMALL APPLICATION. FURNiSM A COPY OF THIS <br /> IN ONLY, AHO SMAII NOT 8E RELTED UPON IN ANY OTnEH MAY. OESIGN TO TME TRU55 EAELTION CONTRALTOR. SPAC I NG 2 4.O' T YPE <br /> T USS MFG. CO. ,__T,t •TRU55 PLATE INSTITUTE. NOS• 1991 NATIONAL OESIGN SPELIfICATION FOF M000 CONSTRULSION <br /> � <br />