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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 />" <br />" <br />DRIP STRIP <br />6' ALUM.--- <br />FACIA <br />�.` <br />'" . <br />IR- 30 BLOWN INSULATION <br />ALUMN. SOFFIT <br />1 /2" CEILING BOARD W/ <br />KNOCKDOWN CEILING <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. <br />8" X 8" PRECAST CONC. LINTEL <br />ABOVE WINDOW & DOOR OPENINGS <br />SINGLE HUNG ALUM. <br />WINDOW (TYP.) <br />ALL CONC. BLOCK w/ DOWELS PRECAST CONC. THIN THRU WALL SILL oI <br />TO BE FILLED SOLID w/ CONC. 0 WINDOW TYP.) <br />BELOW GRADE <br />----MARBLE SILL co <br />0 <br />wl <br />z <br />cn <br />of <br />Ln N Q <br />25$1 <br />REBAR LAP DISTANCE <br />CORNER CONTINUITY & WALL REINFORCMENT <br />3/4' = l'-0' <br />25" MIN. LAP <br />I <br />1 #5 DOWEL <br />CORNER <br />25" MIN. LAP <br />I <br />CONTINUITY OF FOOTING <br />& FOUND. WALL REIN, DETAIL <br />3/4' = 1'-0' <br />DRILL &EPDXY SET #5 <br />REBAR. <br />r- FOOTING <br />zi .4 a 4 <br />47 <br />° <br />REMEDIAL REPAIR FOR DOWEL DETAIL <br />N.T,S, <br />CEMENTIl10US FINISH 8" CONC. BLOCK WALL <br />LINTEL RATINGS <br />FILLL #5 VET. IN 1/2" GYP. WALL BOARD ON <br />FICELLSR3/4' P.T. FURRING STRIPS W/ LINTEL LENGTH CLEAR SPAN LINTEL plf <br />15 DOWEL TO MATCH AFOIL R 4.2. FASTEN ROOF SHEATHING W/ ad NAILS ®6' O.C. <br />VERTICAL MINIMUM <br />REINFORCING 4" CONC. SLAB 2500 psi w . R-30 BLOWN BATT INSULATION MIN.) 0 EDGES,12' O.C. 0 FIELD & 4' O.C. ALONG NAILER 2'-10' 1'-6' 1700 <br />W/25" MINIMUM LAP ABERMESH OR 6x6-1/10 W.W.M. TOP PLATE 1 2" GYP. WALL BOARD ( 3'-6" 2'-2' 1700 <br />4"X4" INSPECTION PORT AT REINF. AND VAPOR BARRIER / 4'-0' 2'-8' 900 <br />EACH FILL CELL TYPICAL <br />a a a 1/2' GYP. WALL BOARD 4'-6" 3'-2' 900 <br />5'-4' 4'-0" 900 <br />00 <br />5900 <br />STANDARD 90'IBEND III= 2X4 STUDS 016" O.C. 61-6-10" 451-6-2 120; I I=1 11=1 11=1 �-III-III-III-I i <br />200 <br />_(2) #5 CONTINUOUS FOOTER I= - 7'-6' 6'-2' 800 <br />�, I -I I IJ=I— : =III —III —III -I 6 MIL VAPOR BARRIER NpTE; I!, 2z6 NAILER BELOW SHEATHING 8'-4' 7'-0' 650 <br />I 1-t l I EI III— —III—III—) I I- MID POINT BLOCKING ao i FASTEN ALONG VALLEY W/ 10d NAILS 0 e O.C. ENGR. TRUSS <br />NOT REQUIRED 9'-4' 8'-0" 450 <br />10'-6" 9'-2' 350 <br />CLEAN, POISONED 11'-4' 10'-0" 450 <br />AND COMPACTED SOIL. SECTION @ VALLEY SET ATTACHMENT <br />12" REBAR CHAIR IN FOOTING CAST-IRON AUTOMATIC 12'-0" 10'-8" 400 <br />_... <br />3 CLEAR. NAIL SUN 8 NAILS 2X4 P.T. PLATE 3/4" 1'-0° 12'-6' 11'-2" 350 <br />® 24 O.C. �OR EQUAL) 13'-4' 12'-0' 350 <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 14'-0' 12'-8' 350 <br />e _ 14'-8' 13'-4' 350 <br />17'-4' 16'-0' 470 <br />DL3/4' <br />PICAL WALL SECTION 19'-4' 18'-0' 500 <br />= 1'-0' <br />4 TYP. INTERIOR NON -BEARING WALL <br />3/4' = 1'-0' <br />#5 REINFORCING BAR <br />#3 OR #4 REINFORCING BAR <br />#3 & #4 LAP SPLICE <br />nG" IIIAI I AD <br />#J RUM VI\MIIU UNX <br />#5 LAP SPLICE <br />R 2' <br />A.C.I. STD. 90° BEND <br />REBAR LAP & BENDING DETAILS <br />1-1/2' = l'-O' <br />3 I HEREBY CERTIFY THAT I HAVE RZMVM THE ATTACIM <br />JOB ADDRESS: <br />4408 Court St. <br />Zephyrhills, Fl. 33542 <br />4'-0" MIN. 4'-0" MIN. <br />I HOUR ARE RATED PLYWOOD SHEATHING 5/8" 1 HOUR ARE RATED PLYWOOD SHEATHING <br />PRE-ENGINEERED TRUSSES ® 24" O.C. MAX. <br />IREWALL TRUSS WITH VERTICAL BLOCKING 0 24" O.C. <br />WO (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 ARE RESISTANCE RATED WALL AS PROVIDED IN SEC. 302.2. <br />(-�� INTERIOR FIRE COMMON -WALL SECTION <br />3/4' = 1'-0' <br />PROJECT NAME: WALNUT GROVE <br />5 BUII..DER: BAILEY CONTRACTING, LLC <br />DESIGNER: LARRY DEMONTMOLLIN <br />rong-Tie <br />SCALE- ASNOTED <br />dEET <br />si, <br />