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i • <br /> - i '' ' � :� , . ' . <br /> • CI-[ECtQJST FOR BUIIDINGS WfTN MASONRY DCTERIOR WALL„S <br /> . .J <br /> • 207.6 CONN�iIONS FOR WOOD ROOF SYSTEMS <br /> ' Sklewall,Truss/Rafter to Bond Beam: <br /> _� Connectors rated ior uplift(fable 207t� ................. . . .... ........ ... �'2 <br /> Cpnnectors rated for lateral load (207.6.1(4)) ............ . ........... ...... � <br /> " S�dewall, Boked Top Piate ARemate: <br /> _. Boft,washer, nut,top plate material per 207.62(1) ........ .. ........ ..... . . . ��Q <br /> •. BoR spacing (24 in.@ 90 mph,21 in.Q 100 mph, 18 in.Q 110 mph} ......... .. �CJQ <br /> 9/16 inch max. dia boft hole in top plate ................ ........... .... .. ,(/YI <br /> _ " Boks 6 in.max.each side of plate splice ........ ........ . . .............. . ,��q <br /> ' Boks 12 in.max.from end of plate............ .......... ........ ..... ... ,c,/,0 <br /> ' Truss rafters tastened to top plate w/rated connector per 207.6.1 ............... �t/r4 <br /> Corrtinuous Gable Endwalis: <br /> Pressure Veated ac nailer bofted to rake beam w/1/2-in anchor bok @ 6 in.o.c. ... ,�/Q <br /> Gable Truss Endwalls (permitted onfy where clg.diaphrag►n/hanger neede� .. ... . ,(�q <br /> Shear connector rated for 255 x spacing for unblocked diaphragm .. . . .. . ... .... ,c�,a <br /> Shear connector rated for 510 x spacing for blocked diaphragm. ... . .. . . .. ... . . N�9 <br /> OR Dc8 pressure treated plate boked to bond beam (1/2-in dia.@ 4 ft o.c.) .. ... . ,� <br /> •: Wood Framed Gable Endwalls:Refer to 403 .. .. . .. . . .. .. . ... . . . .. . . . . .. . . . .. .. v <br /> -_; <br /> =� FTiQ Roof Trusses at Endwalls: Mod'rfy sidewall details using Table 207J ....... ....... � <br /> -== Irterior Sheanvall to Roof: Similar to endwalls (Fig.2071-� �� <br /> 208 OPEN STAUCTURES <br /> 208.1 GENH�AL <br /> Founddions:Same as 1 story building of same size .. . .. . . .. .. . .... . ... .. .. .. ... . . . . _ I <br /> Common Wall: #5 infilled cell at juncture . . . . ..... ..... . ... . ... .. . . . . . . . .. .. . . .. .. li <br /> Bond Beams/Lintels: Rated for loads of Tables 208A,208C,208E . . ... . . . .... .. . .. . .. . . . i <br /> -• or trom 205.8, Beams Spanning Openings . . . .. . . . .. . .. . . . .. <br /> Colurr�s (max. 10 ft high to top of bond beam) ... .. ... . . ... . . . . . . . ... . . .... . . . H = , <br /> :.� Comer Columns: . . .. . . . .. ...... . .. . ........ .. . . . . .... . . .... . . .. .. Size = x , _ ' <br /> " ' Vert Reint. (4 #3 for Sx8,4 #5 all others) . ..... . ... . .. . . ... . .. : . ... . ... . . ✓ �r � <br /> � Standard hooks, column to toundation .... ... . ... . .. ... . . .... . .. . .. . . . . . . . # <br /> , Standard hooks, column to bond beam ..... . . . .. . . . . .. .. .. . . ... . .. ... .. #f <br /> Column ties.. ... . . .. .. . . . . . . . . ....... . . . .. . . . . ... . .. . . . . . . . . . . . . . . � @ <br /> krtermediate Columns . . . . .. ..... . . . . . ..... .. ... . ... .... . ..... .. .. . . Size = __ <br /> Vert. Reini. (4 #3 tor 8x8,4 #5 all others) . .. .. . ... .. . . . . . . . .. . .. ... .. . . . . �^#' <br /> Standard hooks,column to foundation .. .. ... .. .. .. . .. . . .... . . . .... . . ... . . ��_ <br />�� , Standard hooks,column to bond beam .. .... .. .. . .. . . . . . .. . . . .. . . . . . . . . . _ ;�__ <br /> Colum�ties . ... . . . ....... . . . . . ..... .. . . . ..... . . .. .. .. . .. . . . . . . . . # —�@� <br /> 2p9 IXT�iIOR WALL VENEERS <br /> 209.1 STUCCO (perASTM C 926) . . . . . .. .. . . . . . ........ . . . . . . . . .. . . . . .. . . .. . . . .. . . . . <br /> •; 2092 BRIqG VENEER(metal ties per Table 209A) . . . .. . ... .. . . . . . . . . .. . . . .. . . . .. . .. . . .. . . <br /> ;�. <br /> ,� <br /> 4 HRRC CHECKLIST::9/93 <br />