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PRE-ENGINEERED TRUSS 0 2'-0' O.C. (TYP.) <br />LINE OF LOAD PATH <br />30 YR. DIMENSIONAL SHINGLES ON <br />301 FELT PAPER ON 5/6" O.S.B. <br />OR PLYWOOD <br />CONT. ALUM. <br />DRIP STRIP <br />6" ALUM. / FACIA <br />ALUMN. SOFFIT --' <br />NOT: POURED LINTELS <br />WILL BE 3000 psi CQNC. <br />ALL CONC. BLOCK w/ DOWELS <br />TO BE FILLED SOLID w/ CONC. <br />BELOW GRADE <br />CEMEN111OUS FINISH <br />T. IN <br />#5 DOWEL TO MATCH `- <br />VERTICAL REINFORCING _ <br />W/25" MINIMUM LAP <br />4"X4' INSPECTION PORT AT <br />EACH ALL CELL. TYPICAL. <br />1C_--- ---' -' --- .-............................ <br />Ica <br />II -.Ill --III--- <br />--III-III-II <br />TYPICAL <br />3/4' = L'-0' <br />A <br />R- 30 BLOWN INSULATION <br />i. [2" CEILING BOARD W/ <br />OCKDOWN CEILING <br />SIMPSON HETA20 <br />8' X B" KNOCK -OUT BLOCK W/ <br />CONTINUOUS REBAR <br />8" X 8" PRECAST CONC. LINTEL <br />ABOVE WINDOW & DOOR OPENINGS <br />SINGLE HUNG ALUM. <br />WINDOW (TYR) <br />PRECAST CQNC, THIN THRU WALL SILL <br />0 WINDOW (TYP.) <br />c <br />MARBLE SilI <br />8" CONC. BLOCK WALL <br />1/2" GYP. WALL BOARD ON <br />3/4" P.T. FURRING STRIPS W/ <br />AfOIL R 4.2, <br />4" CONC. SLAB 2500 ps w/ <br />FIBERMESH OR 6x6.10/10 W.W.M. <br />REINF. AND VAPOR BARRIER <br />#5 CONTINUOUS FOOTER <br />6 MIL VAPOR BARRIER <br />�-- CLEAN, POISONED <br />AND COMPACTED SOIL. <br />12" REBAR CHAIR IN F001ING <br />3" CLEAR. <br />ALL SECTION <br />Um UlfJ I AD <br />tJ VR f-P 31UM VilVf11U [JMn <br />3 -& #4 LAP SPLICE <br />IV I,L3313 ,,,.­."', <br />LAP SPLICE <br />R 2" <br />15 REINFORCING BAR <br />A.C.I. STD, 90" BEND <br />REBAR LAP & BENDING DETAILS <br />1/2' = 1'--0' <br />10 <br />m: <br />CORNER CONTINUITY & WALL REIN FCIRCENT <br />3/4' = 1'-0' <br />R-30 BLOWN f BAT7 iNSIJLAiIOI'! (SIN.) <br />TOP PLATE 1/2' GYP. WALL. BOARD <br />1/2" GYP. WALL BOARD <br />2X4 STUDS 016" O.C. <br />"I POINT <br />IRLOCKINGNOT Qo <br />CAST-IRON AUTOMATIC _\ <br />NAIL AN I3>1 NAILS 2X4 P.T. PLATE <br />0 24 O,C. OR EQUAL) <br />6410/10 W.W.M. <br />TYP, INTERIOR NON -BEARING WALL <br />3/4' = 1'-0' <br />4'-0" MIN. 4'-0" MIN. <br />,+ _.....m .---.... _ . ._._-_-----.-.. .__.....-/---. _... .. m - _-- --..._....... ................ .. ....__............/ <br />5/8 I HOUR FIRE RATED PLYWOOD SHEATHING 5/6 I HOUR ARE 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 ARE RESISTANCE RATED WALL AS PROVIDED IN SEC. 302.2. <br />ri�INTERIOR FIRE CHMMHN-WALL SECTION <br />3/4' = 1'-0' <br />25" MIN. LAP <br />#5 DOWEL <br />CORNER <br />25" MIN. LAP <br />CONTINUITY OF FOOTING <br />& FOUND, MALL REIN, DETAIL <br />3/4' = 1'-0' <br />FASTEN RU SHEATHNG W/ Bd NAILS 0 V O.G-, <br />0 EDGES ff O.C. 0 FELO & e O.G. ALONG NAILER <br />26 NAILER BEOW SHEAMNG — <br />FASTEN ALONG MM W/ 10d NAILS 0 4' Q.C. <br />SECTION @ VALLEY -SET ATTACHMENT <br />_ ,% 3//4" = 1'-0" <br />NOTE THE ABOVE D£TAJL IS TECIFlEO AS AN ALTERNATE 10 ATTACIAIDIT DETAILS SUPPi1ED BY THE TRUSS OFGR. / ENGINEER <br />PRE-ENGINEERED TRUSSES 0 24! O.C. MAX. <br />IREWALL TRUSS WITH VERTICAL BLOCKING 0 24" O.C. <br />10 2) LAYERS OF 5/8" TYPE "X" DRYWALL TYP. EACH SIDE <br />'ROM TOP OF MASONRY WALL. TO UNDERSIDE OF ROOF SHEATHING <br />rong-Tie <br />DRILL & EPDXY SET #5 <br />REBAR. FOOTING <br />4 d � <br />Id <br />.--- .......--- -------_ _..- <br />REMEDIAL "".REPAIR FOR DOWEL DETAIL <br />N,T.S. <br />LINTEL RATINGS <br />LINTEL LIFNGT <br />CLEAR SPAN <br />LINTEL pLf <br />21-10, <br />1'-6' <br />1700 <br />3'-6' <br />2'-2' <br />1700 <br />4'-O' <br />21-8' <br />900 <br />4/-6" <br />3'-2' <br />900 <br />5'-4' <br />4/--O' <br />I 900 <br />5'-10' <br />4/-6' <br />900 <br />6'-6' <br />51--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 />9'-2' <br />350 <br />11'-4' <br />10'-0' <br />450 <br />12'-0' <br />10'-8' <br />400 <br />12'-6' <br />11'-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 />-ET <br />Sl , <br />SCALE- AS NOTED <br />