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13-1219R-006
NBWPREFABRCATED — PRE-ENGINEERED WOOD TRUSS @24^O.C.(rYP) EXISTING ROOF PLYWOOD -- BEYOND TO REMAIN (TYP) NEW G''x8^ CONC. CAP NEW 8^OMURBNFWV #5@48^O.[(TYP.) DRILL & DOWEL W/ EPDXY INJECTION 5^ MINIMUM EMBEDMENT EXISTING FOYER o o 2"x8"PT. CONT. TOP PLATE W/ 1/4"x3" TAP[0NS @l2^0,C. (TYP) NEWPRE'FABR|CATED. PRE-ENGINEERED WOOD TRUSS @34^OI. (TYK) NEW CONCRETE TIE BEAM BEYOND EXISTING ENTRY DOOR NEW 4^ CONCRETE SLAB #3 0l2^{l[ EACH WAY TYP. EXISTING 4^ CONCRETE -- SLAB DRILL & DOWEL WVEPDXY INJECTION 4~MINIMUM EMBEDMENT .SECTION - F SCALE ]/2" M� ~ LINE WOOD CONNECTORS, SEE PLAN & "x4" OUTLOOCKERS SCHEDULE NEW ASPHALT SHINGLES ONl LAYER OF30#AB[MD~220mY2 LAPS TIN CAPS @)l2~[/[EVERY DIR. b NAILS PER SHINGLE OVER 5/8''EXT. GRADE CDXPLYWOOD. FASTEN TO WD. TRUSSES NVlDd COMMON NmLS6^OIATPANEL - [DCESAND|NTERM[0ATE SUPPOKTSQ4^AoGAOLEENDS. loo ROOF[OVEK|NCTOMEETD[A& � o MANUF. SPECS. NEW CONCRETE RAKED BEAM NEW l2^xl2^CONCRETE COLUMN, SEE PLAN AND SCHEDULE 8�8" CONT. THICKENED EDGE AJPERIMETER REINFORCED Wyl#5 BOTTOM (TYP) SEE PLAN. NEW CONCRETE STEP `--PROJECTION OFNEW COLUMN FTG. 10 = � � Istolugsim i:xr�-:nfl 1100 11 11 11 0 11 lix 11 11 11 11 11 11 11 11 1 HI 11 11 1 11 11 11 1 F1 U —A .l | YTL IR R-T 8"xl li'CONJB�EA.Ml he VA 1-, 0 NINE - --' - - REVISIONS BY - - _- -'-- --- --- - - - - - - - - - -- - - - uj V, 440 V2 263 = � � Istolugsim i:xr�-:nfl 1100 11 11 11 0 11 lix 11 11 11 11 11 11 11 11 1 HI 11 11 1 11 11 11 1 F1 U —A .l | YTL IR R-T 8"xl li'CONJB�EA.Ml he VA 1-, 0 NINE - --' - - REVISIONS BY - - _- -'-- --- --- - - - - - - - - - -- - - - uj V2 263 = � � Istolugsim i:xr�-:nfl 1100 11 11 11 0 11 lix 11 11 11 11 11 11 11 11 1 HI 11 11 1 11 11 11 1 F1 U —A .l | YTL IR R-T 8"xl li'CONJB�EA.Ml he VA 1-, 0 NINE - --' - - REVISIONS BY - - _- -'-- --- --- - - - - - - - - - -- - - - uj CD co E co cy) CL Lli n Q0 0 § rr Lij Lli n Q0 0 § oo