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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 />30# 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 />NOTE: POURED LINTELS <br />WILL BE 3000 psi CONC. <br />ALL CONC. BLOCK w/ DOWELS <br />TO BE FILLED SOLID w/ CONC. <br />BELOW GRADE <br />CEMENTITIOUS FINISH <br />(105 VERT. IN <br />Fl CELLS <br />#5 DOWEL TO MATCH <br />VERTICAL REINFORCING <br />" W/25" MINIMUM LAP <br />4 X4 INSPECTION PORT AT <br />EACH FILL CELL TYPICAL " <br />) - -- <br />00 <br />-III-III- <br />II-III�I <br />R- 30 BLOWN INSULATION <br />1/2 11 CEILING BOARD W/ <br />KNOCKDOWN CEILING <br />SIMPSON HETA20 <br />8" X 8" KNOCK -OUT BLOCK W/ #5 <br />CONTINUOUS REBAR <br />8" X 8" PRECAST CONC. LINTEL <br />ABOVE WINDOW & DOOR OPENINGS <br />SINGLE HUNG ALUM. <br />WINDOW (TYP.) <br />PRECAST CONC. THIN THRU WALL SILL CD <br />® WINDOW (TYP.) <br />co <br />MARBLE SILL <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 />CONC. SLAB 2500 psi w <br />FIBERMESH OR 6x6-10/10W.W.M. <br />REINF. AND VAPOR BARRIER <br />V d ° C — <br />°a I —III—III-1�� 'iT T <br />STANDARD 90' BEND <br />—III—III—III—II <br />_ (2) #5 CONTINUOUS FOOTER <br />Q <br />6 MIL VAPOR BARRIER <br />`�-- CLEAN, POISONED <br />AND COMPACTED SOIL. <br />12" REBAR CHAIR IN FOOTING <br />3" CLEAR. <br />TYPICAL WALL SECTION <br />3/4' = 1'-0' <br />#5 REINFORCING BAR <br />W" LIM I AD <br />Itu vn rr7 num vnv"'v unl% <br />#3 & #4 LAP SPLICE <br />$,J Twill vlwnry unn <br />#5 LAP SPLICE <br />90" BEND <br />REBAR LAP & BENDING DETAILS <br />Zephyrhills, Fl. 33542 <br />w <br />U <br />z <br />cn <br />0 <br />25$1 <br />RFBAR LAP DISTANCE <br />CORNER CONTINUITY & WALL REINFORCMENT <br />3/4' = 1'—O' <br />R-30 BLOWN/BATT INSULATION (MIN.) <br />TOP PLATE 1/2' GYP. WALLBOARD <br />1/2" GYP. WALL BOARD <br />CAST-IRON AUTOMATIC <br />NAIL ,GUN 8 NAILS <br />@ 24 O.C. �OR EQUAL) <br />2X4 STUDS 016' O.C. <br />NOTE: <br />NOT REQUIBLOCKING <br />i <br />25" MIN. LAP <br />25" MIN. LAP <br />CONTINUITY OF FOOTING <br />& FOUND, WALE REIN. DETAIL <br />3/4' = 1'—O' <br />FASTEN ROOF SHEATHING W/ 8d NAILS 0 6' O.C.— <br />® EDGES, 12" O.C. 0 HELD & 4' O.C. ALONG NAILER <br />2x6 NAILER BELOW SHEATHING —J <br />FASTEN ALONG VALLEY W/ 10d NAILS 0 4O.C. <br />SECTION @ VALLEY -SET ATTACHMENT <br />ENG'R. TRUSS <br />2X4 P.T. PLATE U,, - 3/4" = 1'-O" <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 />I <br />TYP, INTERIOR NON —BEARING WALL <br />3/4' = 1'-0' <br />4'-0" MIN. 4'-0" MIN. <br />5/8" I HOUR FIRE RATED PLYWOOD SHEATHING 5/8" 1 HOUR FIRE RATED PLYWOOD SHEATHING <br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED a <br />DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE 11 <br />(EM EDITION) FLORIDA RESIDENTAL BUILDING DE, <br />FEC 20141, & ASCE 7-10. <br />DAVID W. SNffM PE <br />9909 WALLASTON DR LIC.# PE 53608 <br />DADE CITY, FL. 33525 PH. 352-521-0865 <br />PRE-ENGINEERED TRUSSES ® 24" O.C. MAX. <br />1REWALL TRUSS WITH VERTICAL BLOCKING 0 24" O.C. <br />IWO (2) LAYERS OF 5/8' TYPE "X" DRYWALL TYP. EACH SIDE <br />-ROM TOP OF MASONRY WALL TO UNDERSIDE OF ROOF 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. 302.2. <br />INTERIOR FIRE COMMON —WALL SECTION <br />3/4' = 1'-0' <br />DESIGNER: LARRY DEMONTMOLLIN <br />... ��. � u � .� • ��:_.. �.� .,gr �..� , :;f,•,. �.� �; ....u�, as �, .:. ,�� � �,r., ,..�. �;..., <br />rong-Tie <br />DRILL & EPDXY SET #5 <br />REBAR. <br />v 4 <br />Z <br />d 41 <br />FOOTING <br />a � <br />a <br />REMEDIAL REPAIR FOR DOWEL DETAIL <br />N.T.S. <br />LINTEL RATINGS <br />LINTEL LENGTH <br />CLEAR SPAN <br />LINTEL plf <br />2'-10' <br />l'-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 />SCALE- AS NOTED <br />