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<br />~lLE MASONCHK JAMES 8 WHITTUM,P.E. <br />HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION <br />WOOD-FRAMED EXTERIOR WALLS <br /> <br />F-305J <br />F305K <br />S8C1797.~3 <br />T-30SC <br /> <br />GABLE END WALLS: <br /> <br />FULL HEIGHT STUDS(8ALLOON FRAMING) <br />ST~DS STOP AT TOP PLATE(PLATFORM FRAMING) SUPPORTED <br />HEADERS: <br /> <br />**CALC A.-.* <br /> <br />UNSUPPORTED WALL HEIGHT,FT = <br />STUD SPACING,IN = <br />HEADER SPAN,FT ::: <br />NO. OF HEADER STUDS SUP END OF HEADER = <br />NO. OF FULL-LENGTH STUDS EA END OF HEADER = <br />UPLIFT CONNECTORS P~OVIDED <br /> <br />(~ .?:)S~) ,305E <br /> <br />305,3 CONNECTIONS FOR EXTERIOR WALL FRAMING <br />~pp E,T-305Fl & 305F2 FRAMING MEMBER CONNECTIONS <br />UPLIFT LOAD AT SIDE WALL~ <br /> <br />**CALC A** <br /> <br />SLOG WIDTH,FT ::: <br />STUD SPACING,IN ::: <br />ROOF ,CEILING DEAD LOAO,PLF = <br />UPLIFT L0AD,PLF = <br /> <br />UPLIFT LOAD AT ENDWALLS <br /> <br />T--305L1 <br />T-305L_2 <br /> <br />STUD SPAC1NG,IN _ <br />UPLIFT LCAD,PLF - <br />IF PLYWOOD SHEATHING USED FOR UPLIFT, GO TO 305.6 <br />Tr)p PU'dE SPLICE, W~~LL SUPPORT ING ROOF, ONL Y <br />NO. OF l6d NAILS <br />NO. OF 1;2" BOLTS <br /> <br />30S.4 <br />T-305Pl <br />T-305P.2 <br /> <br />EXTERIOR SHEARWALLS <br />RfQU SHEARWALL CAP \JNDEF: ROOF/C~r~ING,;)~~L'(,PLF <br />REOu SHEARWALL CAP UNDER FLOOR/ROOF/CEILI~G,PLF <br />DISTANCE BETWEEN SHEAR WALlS(120'MAX),Fl <br />MINIMUM SrlEARWALL LENGTH (MIN 30% OF HEIGHT),FT <br />SHEARWALL SEGMENTS CONNECTED BY DRAG STRUl <br />~>HEAf~WALI... OPENINGS: (12"MAX DIM,! SOFT MAX:~ <br />DOUBLf STUDS EA END OF SHEARWALl SEGMENTS <br /> <br />305.5 INTERIOR SHEAR WALLS <br />IF ~AFAU_EL. TO El\lOWALLS DECREASE L/W RATIO NEw L/W = NA <br />~-305Ri TO 305R4 SHEARWALL SUP~ORTED NA <br /> <br />30,~, ~ t, <br /> <br />PLYWOOD SHEATHING USED FOR UPLIFT RESISTANll <br />USED FOR 80TH SHEARWAL~S AND UPLIFT: <br />NAILING REO'D FOR SHEARWALL <br />ALTE~NATE NAIL SPACING TOP & BOT PANE~ EDGES,IN <br />UPLIFT CAPACITY,PLF <br />REQ'D UPLIFT CAPACITr ,PLF <br /> <br />T -- 305N <br /> <br />T --30552 <br />T-305Fl,J05F2 <br /> <br />305.6 PLYWOOD SHEATHING FOR UPLIFT RESISTANCE <br /> <br />r ......\.JL.. ..J <br /> <br />NA <br />NA <br /> <br />8 <br />24 <br />3 <br />1 <br />1 <br />X <br /> <br />11 <br />24 <br />1 <br />98 <br /> <br />NA <br />NA <br /> <br />NA <br />NA <br /> <br />Nt'l <br /> <br />NA <br />NA <br /> <br />/ <br /> <br />SIZE SPAC. <br />6d tlo 6" <br />NA <br />180 <br /> <br />NA <br />