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:� � . <br /> -] ''� . ' n C;'iECfQ.JSTPOR BUILDINGS WfTN MASONRYDCI'Ef�IORyVA1LS `�`'� � <br /> .� . .�. - � _ - f <br />-- � <br /> ; <br /> :f 204 ' FLOOP SYSTEMS _ - <br /> 204.1 � Suapended ConcreteSta�s(hollowcore per manuf.design) ........................... �� <br /> .''. 2042 ! Monolithic Slab-On-C�de(3 1/2 inch thick min..no reintorcement req'� .,................. <br /> _ 204.3 WOOD FRAME <br /> Floor Joists(Group Ii,sasd per NFPA span tables) ............................... ... �C/� <br /> Floor Trusses(designmd per TPI spec) ........................................... ,c/� <br /> . Floor Sheatliiag(19l3�CD min.plywood,5/8 inch min.particleboar� ................. ... ,t/,Q <br /> � Fioor Framin9 (Spacii�per span rating w/2Q-24 inch maximum) ........................ J/.!I <br /> ' Blxking (4 it o.c.firsit�o traming spaces each end of floor) ........................... �,�/,q <br /> 'Sheathing tasteners(tOd common or 10d gaN.box at 6/12 inch o.c.) .................... ,(/�J <br /> � Connection to Masorup Wall(pressure treated ledger beam) ...................... ..... ==J� <br /> ` (optional atemw�oonnection per Figure 203D) ............................ <br /> � � Floor Diaphragm (checic capacity with Tables 204G and 2041-Q ...................... ... <br /> � 205 MASONRY WALLS <br /> -� 205.1 �inch Thick(1-atory v�G 110 ft max:clg:ht or top story w/8 ft mex.clg. ht).. ............ .. . <br /> 8-inch Thick(All otheu}' . ✓� <br /> :i <br /> �� 2052 BOND(T1E� BEAMS(�top,each floor and gable): <br /> ; Table 205C 6-in walls: 6�c8 high masonry or ci'p concrete ................... ......... .. . .. . !�iQ <br /> ! Table 205D b7c12tugh cip concrete ................ ......... . ...... .... ... . .. ,(i �Q <br /> : Qc16 high masonry or cip concrete ......... ...... ... ......... . ..... �� <br /> 8=in walls: 8x8 hogh masonry or cip concrete ......... .......... ........ .. . .... � <br /> Sic12 tugh cip concrete ............ ................ ...... . . ... <br /> � � 8x16 high masonry or cip concrete ........ ........... ......... ... ... ,�/,¢ <br /> � 207.6.1(4) Approved Precast Bond Beam ................... ........ .. ........... . .. v <br /> 205.3 VERTICAL REINFOR(�AENT <br /> `'� , One�5 each comer..................................... ..... ..... ...... ✓ <br /> - One�5 each s"Kfe of openings wider than 6 ft......... ..................... .... v <br /> Two�5 or one#7(openings wider than 12 ft in 110 mph zone) ... . ................ ,c�j0 <br /> Two�5 or one#7(openings wider than 12 it,bldgs wider than 40 ft in 100 mph zone) . .. .t/A <br /> , Regular Wall Spmdng per Tables 205C and 205D .......................... . . . .. �� <br /> Shear Wall SPaan9 Per 205.5.5 ............................ ......... ....... �� <br /> 205.4 � CONTINUOUS MASO(�RY GABLE <br /> Rake Besm:cipooncrete,Min high min.w/1 #5 ...... ..... .... . ... ..... . . . . . .. �_ <br /> Pressure Veated Dc nailer boked to rake beam ................ ..... .... . . .. . ... ,U,9 <br /> Aftemate:Ceiling diaphragm per 206 ..............,..... ... . ............ . . ... �Ii) <br /> 205.5 D(TERIOR SHEARWALLS <br /> •- Required shea�xall length at endwalls(Table 205F� .... ........ . .... ... ...... ... ✓ <br /> ; Required shearxall length at sidewails (fable 205.n .. ...... . . ... . ......... .. . ... ✓ <br /> Maximum distance between shearvvalls= 4x bldg.width .... .... ....... .. . . . 4W= I 2 � <br /> Minimum shearwaii length = 1/2 clg.ht ........... ....... .. . . ......... CH/2 = 4�T <br /> Sum ot shearwdE segments = 1.2 x tabled length (min.) ............... .... . . . . . .. ¢�c4 � <br /> Shearvvall segrnar�ts connected by bond beam ............. . . .......... . ... . . .. ✓ <br /> ' Shearvvall operi�sgs: 12 inch max.dimension,1 sq ft max.total .......... ... . . . . . . . . ✓ <br />� i Shearvvall reiniacing: 2�5 ea. end unless length > 1.5 req'c�1 �5 in endwall shearwails) � <br /> i <br /> =`- <br /> 205.6 ; INTERIOR SHEARWALLS <br /> '�� j When used, can decrease length/width ratio ............... . . .. . .. .. . New UW = ,t,/,� <br /> ' Interior bond besm full width ot building .. ........... ... . .. . . .... ... .... . . . . .. �_ <br /> ! Top oi sheamail supported per Figure 207H ........ . ..... .. . . .. ... ...... . . .. . . .cJA <br />, 205.7 �, CONTINUffY OF VE�iICAL WALL REINFORCEMENT <br />� , Minimum lap sQ�es: �5 to�5 =25 inches ...... . ..... . . . . . .... . . . .. .. . . . .. . � <br />� i, #7 to�7 = 35 inches ...... ..... . . .. . . ... ... . . . . . . . . . . �(/A <br /> �' cne�Y5 to one�7 =25 inches ...... ..... . .... . .... .. .. . . . . . . . . � <br /> two �YS to one�7 =35 inches ....... ..... .. . . . . . ...... . . . . . . . . .C/ <br /> Standerd hook embedded 6 inches into bond beam: 10-in leg for �5 ... .. . ... . . . . . . . ✓ <br /> � 14in leg tor�7 . . . ... . . . . . . . . . . �.1Q <br /> ' , ' HRRC CHECKLIST::9�93 <br />