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ENG. ROOF TRUSSES @ 24- <br />2NDFLR.CLG______________ <br />O <br />60 <br />2NDFLR_____ <br />TOP OF MAS. _ <br />Q <br />8"x B. <br />x 16" C.M.U. <br />WALL. <br />m <br />FIRST FLR_ <br />— , ","- <br />Z <br />_ <br />NAIL STRINGERS TO VERT. STUDS <br />OF STAIRWELL W/(2) 16d NAILS <br />AT EACH VERT. STUD LOCATION. <br />LLANDING <br />FOOTINGS PER <br />(16) 9-1/2' TREADS <br />FOUNDATION T-4" 81-8 1/2" <br />W/1" NOSING TYP. <br />PLAN <br />11 TREADS @ 9-1/2' EA <br />SEE STAIR DETAILS <br />ON SHEET AD3. <br />BUILDING SECTION <br />SCALE: <br />24 x 36 - 3/8' = 1'-W <br />11x17-3/16"=V-0" <br />DATE <br />I VIER. <br />I ""'"" <br />DESCRIPTION <br />10/03/0.5 <br />4.0 <br />TW <br />2004 FBC UPDATE <br />09/11I06 <br />s.D-s.Ds <br />MVrtW <br />REVIEW I UPDATE PLAN TO 5.0 <br />04111/07 <br />s.as.os <br />TW <br />2OD4 FBC UPDATE wl 05, D6 SUP <br />06111107 <br />5.1b.w <br />TW <br />MERGED WHETSTONE d SEI PLAN- 130C ENGINEERING <br />0812D107 <br />5.16.1w <br />TW <br />1 6.1 ARCHITECTURAL I ENGINEERING UDPATES <br />'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES <br />12' TYP. BOTH <br />SIDES OF CLG. <br />NOTE: MAINTAIN 6'-8" MIN. HEADROOM <br />FROM LEADING EDGE OF ANY TREAD. <br />2x10 LEDGER ATTACED <br />TO TRUSSES W/ (3)16d <br />NAILS @ EA. INTERSECTION. <br />ENG. ROOF <br />TRUSSES <br />24" D.C. <br />TABLE A <br />FASTENER LOCATION <br />UNIT SIZE <br /># SCREWS <br />PER SIDE <br />LESS THAN 12" <br />1 <br />EACH SIDE <br />12" TO 24" <br />2 <br />PER SIDE <br />25" TO 36" <br />3 <br />PER SIDE <br />GREATER THAN 36' <br />PER SIDE OR MORE <br />DESIGNED <br />THAN 5-TONS <br />BY ENG. <br />A/C PLAN DETAILS <br />I I <br />ENG.ROOF <br />TRUSSES @ 24' D.C. <br />L ENG.TRUSS <br />2x10 RAFTERS @ 16' o.c.. <br />ATTACH TO LEDGER @ EACH <br />END W/ (1) SIMPSON HUS28. <br />UPSET HANGERS BY 1/2" & <br />CUT BIRDSMOUTH @ EACH <br />END OF RAFTER FOR PROPER <br />HANGER APPLICATION. <br />�� � Fp►AAl10N SlAS <br />' T OF <br />COND. LW <br />3-1?THICK FSP <br />CONCRETE SLAB S® PER <br />AC MFRSSSPECIFICADOW. <br />_.+ TOP' Of SLAB <br />WHETSTONEf <br />"w T Ord <br />(IYPIGL)LOG <br />PLAN PERTABLE"MTIFICAVOUILME DFL. JASO <br />V4 SC W/ GASLLETED WASHER: <br />��INIIABER PER TIBI.E'A• <br />�]1?THxX FlP <br />ELEVATION <br />CONCRETE SLAB SWED <br />A/C PAD DETAILS <br />SSE: <br />N"]6-iN--,Vo <br />; , % �I <br />jfltqj <br />�a <br />co <br />NC2, <br />m <br />W g — <br />� <br />N O <br />Q F <br />v � <br />O <br />to m m <br />C <br />� � L <br />N m D <br />yo <br />O <br />H <br />U <br />a <br />m <br />N <br />a <br />m <br />N� <br />m <br />� <br />12 <br />U <br />O U <br />w <br />Z <br />y <br />H <br />Z) <br />i <br />Q <br />49 <br />cz <br />W <br />2 <br />~ u) <br />F <br />O <br />W <br />o <br />of <br />LU <br />O <br />• .--1 <br />LU <br />INS. <br />4201 <br /># 920 <br />m <br />3 <br />o <br />16 <br />N <br />a <br />o <br />r <br />8 <br />a <br />3 <br />a <br />Z <br />O <br />Z <br />Z <br />O <br />K <br />F <br />O <br />LU <br />Z <br />a <br />j <br />o <br />a <br />SHEET <br />AD2 <br />