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O <br />PRE-ENGINEERED TRUSS @ 2'-0` O.C. (TYP.) <br />LINE OF LOAD PATH —� <br />30 YR. DIMENSIONAL SHINGLES ON <br />301 FELT PAPER ON 5/8' O.S.B. <br />OR PLYWOOD <br />CONT. ALUM. <br />DRIP STRIP <br />6' ALUM. <br />FACIA <br />ALUMN. SOFFIT <br />1'-0' <br />i <br />NOTE: POURED LINTELS <br />WILL BE 3000 psi CONC. <br />ALL CONC. BLOC( w/ DOWELS <br />TO BE FILLED SOLID w/ CONC. <br />BELOW GRADE <br />CEMENTI110US FINISH <br />1 �5CELLVESRI. IN <br />15 DOWEL TO MATCH <br />VERTICAL REINFORCING <br />W/25' MINIMUM LAP <br />4'X4' INSPECTION PORT AT <br />EACH ALL CELL TYPICAL <br />\ <br />ao <br />z I I=1 � I -III -I <br />=III=III=III . <br />IIIII111lIIIIII <br />1=1 I I=1 I I=1 I=1 I <br />TYPICAL WA <br />3/4' = i'-0' <br />4a . <br />R- 30 BLOWN INSULATION <br />112 <br />" CEILING BOARD W/ <br />KNOCKDOWN CEILING <br />51MPSON HETA20 <br />$° X 8' KNOCK -OUT BLOCK W/ 1,5 <br />CONTINUOUS REBAR <br />8' X 8' PRECAST CONC. LINTEL <br />ABOVE WINDOW &DOOR OPENINGS <br />SINGLE <br />HUNG ALUM. <br />WINDOW (TYP.) <br />PRECAST CONC. THIN THRU WALL Slll of <br />01NNDOW (TYP.) � <br />MARBLE SILL <br />8' GONG. BLOCK WALL <br />1 J2` GYP. WAIL BOARD iNV <br />3/4' P.T. FURRING STRIPS W/ <br />AglR42. <br />— 4' CONC. SLAB 2560 psi w/ <br />FIBERMESH OR sx6-10 10 W.W.M. <br />REINF. AND VAPOR BAR TER <br />1 <br />5 CONTINUOUS FOOTER <br />ry <br />6 MIL VAPOR BARRIER <br />25" <br />REBAR LAP DISTANCE <br />CORNER CONTINUITY &WALL REINFORCMENT <br />3/4' = 1'-0' <br />R-30 BLOWN/BATT INSULATION (MIN.) \ <br />TOP PLATE 1/2" GYP. WALL BOARD <br />1/2' GYP. WALL BOARD <br />2X4 STUDS o 16° O.C. <br />0 <br />NO PREQNLTIIREDOCKING o0 <br />�— CLEAN, POISONED <br />AND COMPACTED <br />12" REBAR CHAIR IN FOOTING CAST-IRON AUTOMATIC <br />2X4 P.T. PLATE <br />3' CLEAR. NAIL j�IN NAI <br />® 24 O.C.�OR EAL) <br />r7- sxs 10/10 W.W.M. <br />le UIN I AP <br />TI <br />fJ wR �r nUIVURUINU Unn <br />#3 & #4 LAP SPLICE <br />— J5 REINFORCING BAR <br />#5 LAP SPLICE <br />in, <br />\-- R 2' <br />15 REINFORCING BAR <br />A.C.I. STD. 90° BEND <br />REBAR LAP & BENDING DETAILS <br />1-1/2" = 1'-0' <br />TYP. INTERIOR NON -BEARING WALL <br />3/4' = 1'-0' <br />4'-0" MIN. 4'-0" MIN. <br />5/8' I HOUR ARE RATED PLYWOOD SHEATHING 5/8' I HOUR ARE RATED PLYWOOD SHEATHING <br />1 HOUR COMMON WALL <br />REF, R3022.4 STRUCTURAL INDEPENDENCE EXCEPTION NO. 5. <br />TOWNHOUSES SEPARATED BY A COMMON 1-HOUR ARE RESISTANCE RATED WALL AS PROVIDED IN SEC. 3022. <br />INTERIOR FIRE COMMON -WALL SECTION <br />`� 3/4' = 1'-0' <br />25' MIN. LAP <br />(1) #5 DOWEL <br />IN CORNER <br />25" MIN. LAP <br />CONTINUITY OF FOOTING <br />& FOUND, WALL REIN, DETAIL <br />FASTEN ROOF SHEATHING w/ ed NAILS o s• o.c.---� <br />o EDGES, 12" O.C. o FIELD h 4' O.C. ALONG NAILER <br />2x6 NAM glow SHEATHING —/ <br />FASTER ALONG VALLEY W/ tOd NAILS A 4' O.C. <br />SECTION @ VALLEY -SET _ATTACHMENT <br />f �"HL�r�ol <br />SOIL <br />J,/ 3/4' = 1'-0" <br />NOTE THE ABOVE DETAIL IS SPECIFIED AS AN ALTERNATE TO ATTACHIAENT DETAILS SUPPLIED BY THE TRUSS IIFGR. / BOB <br />PRE-ENGINEERED TRUSSES 0 24' O.C. MAX. <br />1REIWALL TRUSS WITH VERTICAL BLOCKING o 24' O.C. <br />i O 2) LAYERS OF 5/8' TYPE 'X' DRYWALL TYP. EACH SIDE <br />7ROM TOP OF MASONRY WALL TO UNDERSIDE OF ROOF SHEATHING <br />-ong-Tie <br />DRILL do EPDXY SET 15 <br />REBAR. FOOTING <br />z Q .4. a 4 <br />'o °. a, <br />a <br />REMEDIAL REPAIR FOR DOWEL DETAIL <br />N.T.S. <br />LINTEL RATINGS <br />LINTEL LENGTHCLEAR <br />SPAN <br />LINTEL pif <br />2'-10' <br />1'-6' <br />1700 <br />3'-6' <br />2'-2' <br />1700 <br />4'-0' <br />2'-8' <br />900 <br />4'-6' <br />3'-2' <br />900 <br />5'-4' <br />4'-0' <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 />7'-0' <br />650 <br />9'-4' <br />8'-O' <br />450 <br />10'-6' <br />9'-2' <br />350 <br />ll'-4' <br />10'-0' <br />450 <br />12'-0' <br />10'-8' <br />400 <br />12'-6' <br />ll'-2' <br />350 <br />13'-4' <br />12'-0' <br />350 <br />14'-0' <br />12'-8' <br />350 <br />14'-8' <br />13'-4' <br />350 <br />17'-4' <br />16'-0' <br />470 <br />19'-4' <br />18'-0' <br />500 <br />dEET <br />Sl . <br />SCALE— AS NOTED <br />