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PRE-ENGINEERED TRUSS 0 2'-0' O.C. (TYP) <br />LINE OF LOAD PAIN —\ <br />30 YR. DIMENSIONAL SHINGLES ON <br />301 FELT PAPER ON 5/8" O,&B, <br />OR PLYWOOD <br />CONT. ALUM. <br />DRIP STRIP <br />6" ALUM.- <br />FACIA <br />ALUMN. SOFFIT <br />NOT: POURED LINTELS <br />WILL BE 3000 0 CONC. <br />ALL CONC. BLOCK w/ DOWELS <br />TO BE FILLED SOLID w/ CONC. <br />BELOW GRADE <br />CEMENIITIOUS FINISH; <br />�) �� T. IN <br />5 DOWEL TO MATCH <br />VERTICAL REINFORCING <br />W/25" MINIMUM LAP <br />eW INSPECTION PORT AT <br />EACH ALL CELL TYPICAL <br />---- - --- - <br />z <br />II=Ill-III-I <br />=Ill=l11-111 <br />C14� _�l1JII1l{iIIJ <br />3/4' = V—O' <br />K- 30 BLOWN INSULATION <br />1(2" CEILING BOARD W/ <br />OCKDOWN CEILING <br />SIMPSON HETA20 <br />8" X 8" KNOCK -OUT BLOCK W/ #5 <br />CONTINUOUS REBAR <br />8" X B" PRECAST CONC. LINTEL <br />ABOVE WINDOW & DOOR OPENINGS <br />SINGLE HUNG ALUM. <br />WINDOW (TYP,) <br />PRECAST CONC. THIN THRU WALL SILL c <br />0 WINDOW (TYP.) <br />MARBLE SILL <br />8" CONC. BLOCK WALL <br />1 /2' GYP. WALL BOARD ON <br />34" P.T. FURRING STRIPS W/ <br />A OIL R 4.2, <br />4" CONC. SLAB 2500 pal w/ <br />FIBERMESH OR 6x6-10/10 W.W.M. <br />REINF. AND VAPOR BARRIER <br />:v e <br />I CONTINUOUS FOOTER <br />6 MIL VAPOR BARRIER <br />CLEAN, POISONED <br />AND COMPACTED SOIL. <br />12" REBAR CHAIR IN FOOTING <br />3" CLEAR. <br />V utl f7 ,lust' "NW11 a on" <br />3 -& - 4 LAP SPLICE <br />.V I1wm illlw— llt % <br /># LAP SPLICE <br />REINFORCING BAR <br />A.C.I, STD. 90" REND <br />REBAR LAP & BENDING DETAILS <br />1 -1/2' = 1'--0' <br />W� N <br />Q, <br />m <br />3/4' = 1'—O' <br />R-30 BLO'Po1~!/BATT INSULATION (MIN.) <br />e <br />TOP PLATE 1/2" GYP. WALL BOARD <br />1/2" GYP. WALL BOARD <br />2X4 STUDS 0 16' O.C. <br />NOTE: <br />MID POINT BLOCKING +� <br />NOT REQUIRED <br />CAST-IRON AUTOMATIC <br />NAIL PN NAILS 2X4 P.T. PLATE <br />0 24 O,C. OR EQUAL) \ — <br />66 10/10 W.W.W. <br />TYP, INTERIOR NON -BEARING WALL. <br />3/4' = V-0' <br />4'-0" MIN. 4'_0" MIN. <br />5/8 I HOUR FIRE RATED PLYWOOD SHEATHING 5/8 I HOUR FIRE RATED PLYWOOD SHEATHING <br />1 HOUR COMMON WALL <br />REF. R302.2.4 STRUCTURAL INDEPENDENCE EXCEPTION NO, 5. <br />TOWNHOUSES SEPARATED BY A COMMON 1-HOUR FIRE RESISTANCE RATED WALL AS PROVIDED IN SEC, 3022. <br />INTERIOR FIRE COMMON -WALL SECTION <br />3/4' = 1'-0' <br />MOM <br />25" MIN. LAP <br />S MIN. LAP <br />CONTINUITY OF FOOTING <br />& FOUND, WALL REIN, DETAIL <br />3/4' = 1'-0' <br />FASTED! ROOF SHEATHING W/ Ild NAILS 0 V <br />0 M12' O.C. 0 FED & e O.C. ALONG NAILER <br />W NAM BELOW SHEATHING —� <br />FASTEN ALONG V..40 W/ 10d NAILS 0 4' Q.C. <br />SECTION @ VALLEY -SET ATTACHMENT <br />m <br />3/4" = 1'-O" <br />NOTE THE ABOVE O£TAIL IS SPECIFIED AS AN ALTERNATE TO ATTACHMENT DETAILS SUPPUED BY THE TRUSS MFGR. / ENGINU <br />PRE-ENGINEERED TRUSSES 0 24" O.C. MAX, <br />IREWALL TRUSS NTH VERTICAL BLOCKING 0 24" O.C. <br />WO 2) LAYERS OF 5 8' TYPE "X" DRYWALL TYP. EACH SIDE <br />ROM TOP OF MASON Y WALL TO UNDERS{DE OF ROOF SHEATHING <br />ong-TIe <br />DRILL & EPDXY SET #5 <br />REBAR. FOOTING <br />�co ° <br />REMEDIAL REPAIR FO <br />N.T.S. <br />11 <br />LINTEL RATINGS <br />LINTEL. LENGT <br />CLEAR SPAN <br />LINTEL_ pLf <br />2'-10' <br />1`-6' <br />1700 <br />3'-6' <br />2'-2' <br />1700 <br />4'-O' <br />2'-B' <br />900 <br />4'-6' <br />3'--2' <br />900 <br />5'-4" <br />4'-0' I <br />900 <br />5'-10' <br />4'-6' <br />900 <br />6'-6' <br />5'-2' <br />1200 <br />7'-6' <br />6'-2' <br />800 <br />8'-4' <br />71- 0' <br />650 <br />9'-4' <br />81-0' <br />450 <br />10'-61 <br />93 -2' <br />350 <br />ll'-4' <br />10'-01 <br />450 <br />12'-0" <br />10'-8' <br />400 <br />12'-6' <br />li'-2' <br />350 <br />13'--4' <br />12'-0' <br />350 <br />14'-0' <br />12'-8` <br />350 <br />14'-3' <br />13'-4' <br />350 <br />17'-4' <br />16'--0' <br />470 <br />19'-4' <br />181-0' <br />500 <br />DETAIL <br />SCALE- AS NOTED <br />