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�� <br /> �-- <br /> ; � -- ----- <br /> B U TTS F�E.S { L.'�N C� GREAT LAKES DIVISION <br /> r M WEST easr + <br /> � 4570 W.77th ST. 6460 BUSCH BLVO. <br /> TA L L INA�L. G E N E RA L N O T�5 ���198 S��TE 2� <br /> ED]NA,MN 55435 COLUM8U5,OH 43?29 <br /> (800)438-7A27 (8�0�56•4707 <br /> by Weyerheeuser FAX:(952)BB6-1117 FAXt(614)4313377 <br /> WALL DESIGN ASSUMPTIONS JOB SPECIFIC INFORMATION <br /> 1) DESIGN APPLiCATiONS ARE IiMITED TO VER7ICAL LOADS,AND T(�LATERAI � <br /> WINp LOADS THATARE PERPENDICUTAR TO THE WALL FRAMING ONLY �p� �n+^tiTlr►�', �590 CA5C0 POINT ROAD <br /> (TALL WAI.L WA5 NOT CHECKED OR DESIGNED AS A SHEAR WALL) ORONO, MN <br /> 2) MEMBEi�D�SIGN AND LATERAL SUPPORT REQUIREMENTS FOR BENDING CODE: IBC/IRC <br /> ARE BASED ON NATIOfVAL DESlGN SPECIFICATIONO(NDS�)200� 5NOW LOAD: 35 PSF <br /> 3) DE51GN ASSUMES S7RUCTURAL SHEATHING ON ONE SlDE OF THE QEq� LOAD: 17 PSF <br /> WALL, OR A COMBINATION OF GYPSUM WALLBOARD AND NON- <br /> STRUCTURAL SHEATHING OR SIDING APPLIEp TO EACH SIDE QF 7HE EXPOSUREI WIND L�Ab: D <br /> WALL, OR EQUIVAL�NT <br /> 4) BLOCK/BRACE ALL FRAMING VERTICALLY EVERY 8'-0"O.C. INFORMATION PROVIDE� BY: LISA MI�LER W/LYMAN LUMBER <br /> 5) BLOCK DOWN ALL C�LUMN/TRtMMER LOADS AT RIMBOARD�OCATION DESlGNER: JRS <br /> 6) WAIL REINFORCEMENT IS REQUIRED AT ALL LIFT POINTS T�ENSURE <br /> WALL STABILITY DURING CONSTRUCTIO�I <br /> ?) 7YPICAL STUD FRAMING FOR WAILS WITH FLEXIBLE FINlSNES iS MUTLtPLE MEMBER CONNECTIONS <br /> DESIGNED A7 U120 DEFLECTION CRITERIA. THE MATERIAL SUPPORTING <br /> WINDOWS 1N THESE WALLS IS DESIGNED AT U180 DEFLECTION CRITERIA. 2 PLY 3 PLY 4 PLY <br /> STIFFER DEFLEC710N CRITERIA MAY AF'P�Y, DEPENDING ON WALL <br /> FINiSHES. � z <br /> , � � � <br /> � � _ � <br /> � <br /> 8) TRIMMERS TO BE CONNECTED PER MULTIPLE MEMBER CONNECTIONS � � 5' g � _y <br /> (SEE DETAIL 70 RIGHT) 10" 8� r ° � � ^ � <br /> 0 <br /> < <br /> a ' , 'm, , � <br /> � ° y � y <br /> ��� e C'j <br /> e � o o p + o � <br /> ° ° O Q <br /> ° N N ' 0 3 <br /> e ° � "Z � a rti' <br /> � <br /> !�' <br /> a a �p � � � <br /> F � o � <br /> 2x4,2x6,7�c8 2x4 2x6,2x6 2x6,2x8 <br /> USE 16d(0.131"x 3%")PfVEUMATIC NAILS <br /> 4 PLY ALTERNATE:2 ROWS,%"DIAMETER BOLTS AT 8"ON-CENTER <br /> `MULTIPLE MEMBER CONNECTION MAY VARY DEPENDING OPI APPLICATION <br /> SEE WALL LAYOUT FOR ALTERNATE NAILING PATfERN IF APPLICABLE <br /> � AN AUTHORITY FAMILIAR WITtt THE STRUCTURE MUST CONFlRM THE VAl.ID1TY OF THE LOADS AND OIMENSIONS SWOWN.'MANUFAGTURERS DETERMINATION OF iLevel PRODl1CT{S), PROJECT:R96�066103 SERVICE:SR-082586 <br /> zt- PROFILES,OEPTHS AND DESIGNS BASED ON DETAILS,DIMENSIONS AND LOADINGS SFIOWN, qNY DEVIATIONS SHALL VOID DETERA7INATION AND 5NALL REQUIRE REVIEVJ BY <br /> MANUFACTURER.7NIS lNFORMATION APPLIES ONLY TO 7HE TALL WALL SHOWN ABOVE,AND IS NO7 TO BE VIEWEp AS TYPICAL�OR iLevel PRODUCTS USEU IN OTHER APPLICATIONS. DATE:tl?J2907 PAG E: � OF q, <br /> � <br />