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25" <br />REBAR LAP DISTANCE <br />I <br />------------------------ =------------------- 25" MIN. LAP 25" MIN. LAP <br />PRE-ENGINEERED TRUSS 0 2'-0' O.C. TYP. <br />I INF OF I OAn PATH <br />YR. DI GES ON <br />FELTPAPER ON 5/8 O.S.B. <br />I <br />�. �— <br />— — — <br />— — — <br />�--------- <br />�----� r-t---------------- <br />�----30# � <br />nn i i xrnnvv rrr30 <br />xr <br />- — UMLL a LrUA 1 X I ID <br />OR PLYWOOD 12 / z i — — — i _ — — — REBAR. <br />/- FOOTING <br />4 i/ i I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />i <br />v .4 <br />CONT. ALUM.----,... N ------------ ¢ i i ,; <br />�. <br />DRIP STRIP J C.M.U. WALL co <br />I <br />6" ALUM. -- ¢ I ; 1 DOWEL ' I I i`� 1 DOWEL <br />FACIA R- 30 BLOWN INSULATION � i ; I I I ; I CORNER ; IN CORNER <br />1 /2' CEILING BOARD W/ <br />KNOCKDOWN CEILING <br />ALUMN, SOFFIT <br />--- <br />SIMPSON HETA20 <br />-8' X 8' KNOCK -OUT BLOCK W/ #5 <br />CONTINUOUS REBAR <br />NOTE: POURED LINTELS ," <br />WILL BE 3000 psi CONC. 8 X 8 PRECAST CONC. LINTEL <br />ABOVE WINDOW & DOOR OPENINGS <br />SINGLE HUNG ALUM. CONTINUITY OF FOOTING <br />WINDOW (M') & E�UND, WALL REIN, DETAIL CDIN. <br />EMEDIAL REPAIR FIR DOWEL DETAIL <br />ALL CONC. BLOCK w/ DOWELS PRECAST CONC. THIN THRU WALL SILL CORNER CONTINUITY&WALL R E I N F O R C M E N T T.s, <br />TO BE FILLED SOLID w/ CONC. ® WINDOW (TYP.) 3/4 - 1 -0 <br />BELOW GRADE °O <br />MARBLE SILL <br />, FIZ/ <br />CEMENTITIOUS FINISH , <br />B" CONC. BLOCK WALL <br />1AVERT. IN - �� <br />ELLS'. <br />1/2' GYP. WALL BOARD ON <br />3/4' P.T. FURRING STRIPS W/ <br />#5 DOWEL TO MATCH <br />VERTICAL RONFORCING <br />AFOIL R 4.2. <br />R-30 BLOWN/BATT INSULATION (MIN.) <br />FASTEN ROOF SHEATHING W/ Bd NAILS 0 6' o.c. <br />0 EDGES,12' O.0 0 FIELD do 4' O.C. ALONG NAILER <br />W/25 MINIMUM LAP <br />T <br />4 CONC. SLAB 2500 psi w <br />FlBERMESH OR 6x6-10/10W.W.M. <br />TOP PLATE <br />1 /2' GYP. WALL BOARD <br />4'X4' INSPECTION PORT AT , <br />II <br />REINF. AND VAPOR BARRRIER <br />EACH ALL CELL TYPICAL <br />\ - - <br />e -- - -- — <br />1 /2' GYP. WALL BOARD <br />• — r <br />00 <br />STANDARD 90' BEND <br />2X4 STUDS 0 16' O.C. <br />Z I I -III —III -I <br />I � '. <br />;—III—III—I I I —I <br />I- <br />(2) #5 CONTINUOUS FOOTERCD <br />- <br />=1 <br />6 MIL VAPOR BARRIER <br />NOTE: <br />2x6 NAILER BELOW SHEATHING ENG'R TRUSS <br />MID POINT BLOCKING oo <br />FASTEN ALONG VALLEY W/ 10d NAILS 0 4' O.0 <br />—III—III—I <br />I —III —I <br />III— III—� I I —I <br />NOT REQUIRED <br />CLEAN, POISONED <br />12" <br />AND COMPACTED saL. <br />REBAR CHAIR FOOTING <br />S,ECTI,ON, @ VALLEY SE r ATTACHMENT <br />IN <br />CAST-IRON AUTOMAi1C <br />—\ <br />- „ <br />3' CLEAR. <br />NAIL ,SUNCNAILS <br />® 24 O...IOR EQUAL) <br />2X4 P.T. PLATE <br />-1.1".... ; 3/4" = 1'-O" <br />F7 6x6 10/10 W.W.M. <br />NOTE: THE ABOVE DETAIL IS SPECIFIED AS AN ALTERNATE TO ATTADMENT DETAILS SUPPLIED BY THE TRUSS MFGR / ENGINEER <br />--)TYPICAL <br />WALL <br />SECTION <br />3/4' = 1'-0' <br />LINTEL RATINGS <br />LINTEL LENGTH <br />CLEAR SPAN <br />LINTEL plf <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'-0' <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 />4 TYP. INTERIOR NON -BEARING WALL <br />3/4' = 1'-0' <br />24" MIN. LAP <br />4'-0" MIN. 4'-0" MIN. <br />5/8"1 HOUR ARE RATED PLYWOOD SHEATHING 5/8'1 HOUR ARE RATED PLYWOOD SHEATHING <br />3 OR i4 REINFORCING BAR <br />#3 & #4 LAP SPLICE <br />PRE-ENGINEERED TRUSSES ®24" O.C. MAX. <br />25' MIN. LAP <br />FIREWALL TRUSS WITH VERTICAL BLOCKING M 24" O.C. <br />TWO (2) LAYERS OF 5/8' TYPE "X' DRYWALL TYP. EACH SIDE <br />TRUSS FELT FROM TOP OF MASONRY WALL TO UNDERSIDE OF ROOF SHEATHING <br />REINFORCING BAR <br />#5 LAP SPLICE <br />R- 30 BLOWN OR BATTS INSULATION <br />2x4 BLOCKING 1/2" CEILING BOARD W/ <br />' <br />KNOCKDOWN CEILING <br />1x4 PT <br />I <br />... <br />10' <br />... <br />d <br />8' X 8" KNOCK -OUT BLOCK W/ #5 <br />CONTINUOUS REBAR <br />R 2" <br />1 HOUR MASONRY WALL <br />% Simpson Strong -Tie <br />#5 REINFORCING BAR <br />1 HOUR COMMON WALL <br />H E T A 2 0 <br />REF. R302.2.4 STRUCTURAL INDEPENDENCE EXCEPTION NO. 5. <br />A. C.I. STD. 90" BEND <br />TOWNHOUSES SEPARATED BY A COMMON 1-HOUR ARE RESISTANCE RATED WALL AS PROVIDED IN SEC. 302.2. <br />DETAIL SHEET <br />NTERIOR FIRE COMMON -WALL SECTION <br />(j)i3/4' <br />REBAR LAP <br />1 I 1IN1111 11TIlLS <br />= 1'-0' <br />v <br />a <br />o <br />� <br />� <br />U <br />� <br />O <br />a <br />d <br />� <br />a <br />U <br />A <br />Ir <br />1 <br />z <br />as <br />� <br />a <br />� <br />oW <br />a <br />a <br />� <br />A <br />