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__-1- .LL It I it I I -- -- <br />25" <br />REBAR LAP DISTANCE <br />25" MIN. LAP 25" MIN. LAP <br />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 5/8' O.S.B. <br />OR PLYWOOD w DRILL & EPDXY SET #5 <br />REBAR. - FOOTING <br />12 z <br />4� <br />o a .4 <br />CONT. ALUM.- C.M.U. WALL a <br />DRIP STRIP \ <br />oo a <br />6 ALUM.. �� m (1) 15 DOWEL - (1) #5 DOWEL � a <br />FACIA R- 30 BLOWN INSULATION� IN CORNER IN CORNER <br />I- ............... -1/OCKDOWN CEILING <br />CEILING BOARD W/ <br />KN <br />ALUMN. SOFFIT ---- <br />1-0" SIMPSON HETA20 <br />i <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 Luv_u <br />-SINGLE HUNG ALUM. CONTINUITY OF FOOTING <br />WINDOW (TYP.) & FOUND, WALL REIN, DETAIL g REMEDIAL REPAIR -FOR DOWEL DETAIL <br />ALL E FILLED <br />BLOCK w/ DOWELS PRECAST CONC. THIN THRU WALL SILL CORNER CONTINUITY & WALL R E I N F O R C M E N T �= N.T.S. <br />TO BE FILLED SOLID w/ CONC. 0 WINDOW (TYP.) 3/4 - 1 -0 <br />BELOW GRADE °O <br />3/4' = 1'-0' <br />MARBLE SILL <br />CEMENTITIOUS FINISH 8' CONC. BLOCK WALL <br />FlL �5 VERT. IN - \ �--1/2: GYP. WALL BOARD ON <br />L CELLS 3/4 P.T. FURRING STRIPS W/ <br />#5 DOWEL TO MATCH AFOIL R 4.2. <br />VERTICAL REINFORCING " � OAEDGESSTEN R� O.C. 0 FlNEID /k 4a 0 CL ALONG NAILER <br />VERTICAL <br />MINIMUM LAP -- 4 CONC. SLAB 2500 psi w/ R-30 BLOWN/BATT INSULATION (MIN.) <br />FlBERMESH OR 6x6-10/10 W.W.M. TOP PLATE — <br />4"X4" INSPECTION PORT AT REINF. AND VAPOR BARRIER 1/2" GYP. WALL BOARD <br />EACH FILL CELL TYPICAL <br />a-----1/2' GYP. WALL BOARD <br />a, <br />;co <br />_ "a I —III—III=1 —III= 2X4 STUDS 016' O.C. <br />Z STANDARD 90' BEND <br />i t=1 11=1 11=1 III-III-� I I -I <br />i- (2) #5 CONTINUOUS FOOTER I= <br />N I I -III I I -I =III —III —III -I \� 6 MIL VAPOR BARRIER NOT: �i 2x6 NAILER BELOW SHEATHING ENM TRUSS <br />-I II —I II I I III- -III=III-III- MID POINT BLOCKING o0 FASTEN ALONG VALLEY W/ 10d NAILS 0 4 <br />' D.C. <br />I I=1 I I=1 I I=1 I=1 I I=1 I -I 11= -III=1 I I=1 NOT REQUIRED <br />CLEAN, POISONED <br />AND COMPACTED SOIL. <br />12" REBAR CHAIR IN FOOTING CAST-IRON AUTOMATIC - SECTION @ VALLEY —SET ATTACHMENT <br />3" CLEAR. NAIL GUN 8 NAILS -- 2X4 P.T. PLATE 3/4" = 1'-0" <br />0 24 O.C. �OR EQUAL) <br />6x6 10/10 W.W.M. NOTE THE ABOVE DETAIL IS SPECIFIED AS AN ALTERNATE TO ATTACHMENT DETAILS SUPPLIED BY THE TRUSS MFGR. / ENGINEER <br />TYPICAL WALL 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 />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 />4 TYP, INTERIOR NON -BEARING WALL <br />3/4' = 1'-0' <br />24" MIN. LAP 01 <br />4'-0" MIN. 4'-0" MIN. <br />5/8'1 HOUR FIRE RATED PLYWOOD SHEATHING 5/8'1 HOUR FIRE RATED PLYWOOD SHEATHING <br />3 OR #4 REINFORCING BAR <br />#3 & #4 LAP SPLICE <br />- -- - PRE-ENGINEERED TRUSSES 0 24' O.C. MAX.: <br />25' MIN. LAP 01 <br />FIREWALL TRUSS WITH VERTICAL BLOCKING 0 24' O.C. <br />TWO (2 LAYERS OF 5/8' TYPE "X" DRYWALL TYP. EACH SIDE <br />TRUSS FELT FROM OP OF MASONRY WALL TO UNDERSIDE OF ROOF SHEATHING <br />5 REINFORCING BAR <br />IRV <br />5 LAP SPLICE <br />v <br />3CEILING ARD w TS INSULATION <br />OBLOWN <br />2x4 BLOCKING -- 1 2' / <br />KNOCKDOWN CEILING <br />10 PT <br />10• <br />8' X 8' KNOCK -OUT BLOCK W/ 15 <br />CONTINUOUS REBAR <br />R 2" <br />1 HOUR MASONRY WALL <br />Simpson Strong -Tie <br />15 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 FIRE RESISTANCE RATED WALL AS PROVIDED IN SEC. 302.2. <br />INTERIOR FIRE COMMON -WALL SECTION <br />BENDING <br />REBAR LAP & BENDING DETAILS <br />C <br />3/4' = 1'-0' <br />= 1'-O• <br />FOR: I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED �j <br />DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE 2014 PROJECT NAMI : WALNUT GROVE I <br />WA�iTNE BUTTED LD ("R EDPITON) FLORIDA RESIDENTAL BUR DING CODE, r <br />JOB ADDRESS: FEC 2014, AS"S <br />DAVID W.. SNIITH, PE BUILDER: BAILEY CONTRACTING, LLC <br />4408 Court St. <br />9909 WALLASTON DR. LIC.# PE 53608 DESIGNER: LARRY DEMONTMOLLIN <br />ZephyrhUls, Fl. 33542 DARE CITY FL. 33525 PH. 352-521-0865 <br />SCALE- ASNOTED <br />dEET <br />Sl <br />