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27 -0 <br />L1 <br />LINTEL <br />L1 <br />LINTEL <br />PRECAST TOP CRS <br />SILL <br />" AF <br />SILL <br />17" <br />SILL MIN 62" A.F.F <br />L1 LINTEL + <br />♦ <br />♦ <br />+ <br />+♦ <br />SH 2 <br />15 -4" <br />SH <br />25 Ro <br />4 <br />8" <br />5'-O" , <br />+ <br />+ <br />ao <br />+ <br />J <br />JET TUB 22" WALL <br />o <br />Z <br />MASTER <br />-1SUITE <br />0 <br />:5 <br />LAN Al <br />8' <br />CLG <br />MASTER <br />8'-4" <br />8' CLNG <br />2'-8" <br />Q, <br />- <br />Ln <br />BATH � <br />DRAWER <br />I <br />Y 8' CLG <br />+ <br />Lo <br />co <br />+ <br />0 <br />L1 LINTEL <br />e <br />N <br />2_6 <br />+ + <br />+ + <br />`I° <br />In <br />N <br />6068 SGD <br />N <br />LINEN ST CK <br />FT <br />10'-8" <br />6'-8 <br />+ <br />' ACCESS] <br />o <br />NOOK <br />00 <br />ATTIC <br />10- <br />"' <br />Q <br />VOL CLG <br />�, <br />2-8 <br />rn <br />� N <br />M <br />4 <br />z <br />-r <br />-1 <br />N <br />_ <br />LL <br />J <br />M <br />Lo <br />N <br />Q J <br />N <br />BEDROOM 4 <br />= <br />z <br />14'-6" <br />0 <br />> <br />8' CLG <br />_J <br />v1 J <br />uj <br />FLOOR z + <br />OUTLET <br />J <br />1 <br />+ <br />� <br />� <br />o <br />z <br />m <br />8' 9" <br />w <br />� <br />u? <br />O <br />c <br />I <br />LIVI N �G <br />10'-6" <br />+ <br />-1 <br />KITCH <br />C ( <br />R00�1 <br />0 <br />- <br />O <br />VOL C <br />_ <br />I <br />VOL C G <br />I <br />J <br />♦- <br />3 <br />L. <br />c�C <br />C14 <br />� <br />J Q <br />s <br />M <br />; <br />B8 DROOM 3 <br />N <br />ZJ <br />cH <br />CLG <br />J (n <br />+ <br />_ <br />23'-6" <br />o <br />t0 <br />O <br />c <br />I <br />N <br />2-6 <br />1, <br />+ <br />e <br />N <br />2-0 <br />-co <br />rn <br />o <br />Ft71 <br />LAUNDR <br />2'-4" <br />A/H <br />2_6 <br />m o <br />0 <br />0' <br />o ROOM <br />�olm <br />N <br />ARCH <br />m <br />8" WALL <br />Mw <br />Lam-- 8' CLG <br />x <br />DROP PANTRY-' <br />00E_�J <br />O <br />NQ <br />A c <br />/ <br />ZONE a CLG <br />N <br />8'-0" <br />X 3 <br />4'-01 <br />_ <br />_ <br />o Z <br />- <br />a <br />N <br />I <br />I <br />J <br />wN <br />00 <br />HALL <br />J <br />SO8p 5'-0" 3,_2„ CA BATH + <br />8' CLG <br />18'-0" <br />c>i <br />FOYER <br />2-s <br />9'4" CLG <br />+ <br />CV <br />♦ <br />-� <br />+ <br />+ <br />o <br />ATTIC <br />1 LINTEL <br />N <br />AccEss <br />4'-6" <br />m <br />BEDROOM 2 <br />8' CLG <br />0 <br />+ <br />+ <br />o <br />uj <br />o <br />I <br />10'-6" <br />N1:1 <br />GARAGE <br />ENTRY <br />LINTEL <br />SILL 17" AFF <br />+ <br />+ <br />+ <br />14 -29H 35 <br />0 <br />I <br />FRAME COL. <br />_ <br />♦ <br />+ <br />DBL 2x4 <br />POST (TYP) <br />CONTINUOS II <br />�2x10 HEADER <br />00 <br />FRAME COL. <br />8'-8" <br />9 <br />+ + <br />16'x7' OHD <br />L1 LINTEL(MINIMUM)-4" <br />+ + <br />7' MIN FROM <br />GAR FLOOR TO BOT OF PRE <br />-CAST <br />16'-0" <br />1'-8" <br />18'-8" <br />" <br />FL 0 OR PLAN 114 " _ > ' 38 <br />NOT TO SCALE <br />LINTEL SCHEDULE <br />LINTEL <br />SIZE <br />REINF <br />L1 <br />8 x 16 <br />1-#5 T&B <br />L2 <br />8 x 24 <br />1-#5 T&B <br />L3 <br />8 x 32 <br />1- 5 T&B <br />L2 <br />L1 <br />K.O. COARSE K.O. COARSE <br />.. <br />,... <br />ALL CELLS, K.O. & " ALL CELLS, K.O. & <br />*PRECAST LINTEL, (1) #5 REBAR IF P.C. LINTEL FILLED "; P.C. LINTEL FILLED <br />�r• w !: w/3000 PSI CONC <br />OVER 6 NO REBAR REQ'D IF LESS 3000 PSI CONC / <br />THAN 6' P.C. LINTEL P.C. LINTEL <br />L3 <br />K.O. COARSE <br />.i <br />ALL CELLS, K.O. & <br />P.C. LINTEL FILLED <br />w/3000 PSI CONC <br />0; <br />MUSE` M- <br />�♦ ♦ <br />THICKENED EDGE <br />0 <br />RECESS & <br />N a 0 <br />SLOPE AS <br />X m <br />� <br />NEEDED <br />0 ' z <br />X J <br />o <br />z N � <br />w <br />`1 <br />U <br />2 <br />+ <br />+ ♦ <br />+ <br />+10 <br />1 F <br />N <br />1 <br />RECESS & <br />SLOPE AS <br />NEEDED <br />LIVING AREA <br />1715 <br />GARAGE <br />442 <br />LANAI <br />117 <br />ENTRY <br />120 <br />TOTAL AREA <br />2394 <br />FLOOR <br />OUTLET <br />FLOOR SLAB OF PLANT MIX <br />CONCRETE 2500 P.S.I. 4" <br />THICK W/ 6X6 10/10 GAUGE <br />REINFORCING MAT W/ MIN. 1" <br />COVER. TERMITE TREATED SOIL <br />W/ MIN. 6MIL VAPOR BARRIER OVER <br />COMPACTED CLEAN FILL. <br />FlBERMESH CONCRETE MAY BE <br />USED IN PLACE OF MESH. <br />♦ DENOTES CONCRETE FILLED CELL <br />W/1 #5 FROM FOUNDATION TO <br />BOND BEAM (TYPICAL). SPACING <br />PER PLAN, MAX SPACING 7.3 <br />O.C. <br />THE FOUNDATION BEARING <br />SOIL HAS A MINIMUM LOAD <br />CARRYING CAPACITY OF 2,000 <br />POUNDS PER SQUARE FOOT. <br />;;-REFER TO PLAN FOR ALL DIMENSIONS••• <br />MONO FOOTING (IYP) STEM <br />WALL W 8x16 SPREAD FIG <br />W/(2 CONI. IF STEP IS <br />GRREEAA THAN 16' <br />A/H <br />L� <br />12x 18 FOOTER 0 <br />1/4" TAPCONS W/MIN. 1 <br />1/2" EMBEDMENT - <br />24" O.C. (MAX) W/ 1/4 <br />TAPCON ON EACH SIDE <br />OF COLUMN WITHIN 6', <br />1X2 OPEN BACK <br />1 1/2' MIN. <br />EMBEDMENT (TYP.) <br />V..{.. •tl�: ,� .. <br />CONC. ATTACHMENT <br />DETAIL - N.T.S. <br />NOT TO SCALE <br />RECESS & <br />SLOPE AS <br />NEEDED <br />Z <br />1" x 2" OPEN BACK <br />W/ #10 x 2" S.M.S. <br />0 <br />O 24" O.C. (MAX) <br />i <br />TYP. SCREEN WALL <br />z 5 o <br />ATTACHMENT DETAIL <br />m a a <br />NOT TO SCALE <br />�00 <br />0 <br />poi <br />eN <br />i�u <br />SIMPSON LTS 18 <br />(OR EQUAL) AT-� <br />EACH RAFTER <br />2x SUB FASCIA —A <br />ALUM. OR VINYL SOFFIT <br />FRAME — <br />SAND FIND <br />DBL 2x4 PT POST <br />(WRAPPED) <br />SIMPSON AB 44 POST <br />ANCHOR (OR EQUAL) <br />3 TAB FIBERGLASS SHINGLES ON 15# <br />FELT, 1/2" CDX SHEATHING OR 7/16" <br />O.S.B. - Sd NAILS 0 6" o.c. <br />*ROOF PITCH <br />PER ELEVATION <br />IF GABLE END. ANCHOR <br />TO BEARING BEAM MATH <br />USP RT 10 (OR EQUAL) <br />O 48" O.C. <br />DBL 200 WITH V CDX SANDWICH <br />BEAM, WRAPPED. ATTACH TO <br />MASONRY WITH SIMPSON <br />MBH45.50/9.25 (OR EQUAL) <br />-SIMPSON ST18 <br />(OR EQUAL) <br />ALUM. WINDOW <br />(SIZE PER PLAN) <br />PRE -CAST CONIC. SILL <br />#5 BAR DOWEL w/1 0" STD. I Ell <br />HOOK (LAP MIN. 25" w/ <br />VERT. REINF. BARII <br />° _ — _ <br />� I s.'.•...,'� � 1I-1�1�11� I III �. <br />I�II�TmImI - I I I <br />� ` � I-111 1T I � I �� I I ILL � ; - ; ' •' <br />IIIII I 12-ITIITI�� J1I�III �T�I�II `II II-11 I� <br />PORCH WALL SECTION <br />NOT TO SCALE <br />4" THICK REINF. CONC. SLAB <br />2500 P.S.I. W/ FlBERMESH <br />8X12 STEP-DOWN FOOTER <br />(NO REBAR REQUIRED) <br />A <br />,{� 12•� <br />STEP—DOWN <br />FOOTER DETAIL <br />NOT TO SCALE <br />4" THICK REINF. CONC. SLAB <br />W 2500 P.S.I. FlBERMESH 8x8 <br />M 0 FOOTER NO REBAR RQD.) <br />co <br />_47- <br />THICKENED EDGE <br />NOT TO SCALE <br />TRUSS STRAP PER <br />GENERAL NOTES <br />SIMPSON HETA20 0 EA <br />END OF EA TRUSS <br />(OR EQUAL) <br />R-19 BAT. INSUL. MIN. <br />PRE-ENGINEERED <br /><, TRUSS (BY OTHERS) <br />GYP CEILING BRD <br />-LINTEL BLOCK w/1 #5 CONT. <br />FILLED w/3000 PSI CONC. <br />PRECAST CONC. LINTEL <br />w/1 - #5 CONT. 0 SPANS <br />6'-0" AND GREATER <br />1/2" GYP. BRD. 0 WALLS ON <br />- 1x2 PT FURRING STRIPS 0 24" <br />o.c. w/R4.2 MIN. INSUL. <br />3 1/2" CONIC. SLAB w/6x6 <br />#10 W.W.M. OR FlBERMESH <br />ROOF PITCH <br />PER ELEVATION <br />PRECAST LINTEL W/(1) #5 <br />(T&B) CONTINUOUS SPAN <br />BETWEEN COLS. W/ MIN. <br />8" BEARING SURFACE EACH <br />END CAP <br />U) <br />z <br />0 <br />ALL CELLS THAT FLOOR > <br />PLAN INDICATES REBAR J <br />SHALL BE CONCRETE w <br />FILLED <br />w <br />a_ <br />FOOTING DOWELS: <br />2-#5 EMBED. 6" <br />CMU COLUMN ® FRONT/ <br />MIN. INTO FTG. <br />REAR PORCH W/#5 <br />W/ W/ 90• HOOK <br />VERTICAL. (COLUMN HEIGHT <br />PER ELEVATION) (COLUMN <br />SIMPSON ST18 <br />(OR EQUAL) <br />TO OPPOSITE CORNER <br />DBL 2x4 PT <br />J <br />a <br />POST, WRAPPED <br />W <br />� <br />w <br />PORCH POST/ <br />o� <br />a `; <br />x <br />o <br />BEAM DETAIL <br />NOT TO SCALE <br />OVERHANG VARIES <br />PER ELEVATION <br />DBL 2x4 PT POST 5� <br />lf7 <br />PORCH POST/ <br />SLAB LOCATION <br />NOT TO SCALE <br />3 TAB FIBERGLASS SHINGLES ON 15# <br />FELT, 1/2" CDX SHEATHING OR 7/16" <br />O.S.B. - 8d NAILS 0 6" o.c. <br />SIMPSON HETA20 0 EA <br />END OF EA TRUSS <br />(OR EQUAL) <br />2x SUB FASCIA � <br />ALUMINUM OR <br />VINYL SOFFIT <br />PRECAST CONC. LINTEL <br />w/1 - #5 CONT. 0 SPANS <br />6'-0" AND GREATER <br />ALUM. WINDOW <br />(SIZE PER PLAN) <br />SIZE & REBAR PLACEMENT PRE -CAST CONC. SILL <br />PER FLOORPLAN) <br />;.e '.; . ,:•:•� STUCCO FINISH <br />(SEE FOUNDATION PLAN) <br />#5 BAR DOWEL w/10" STD. <br />MASONRY COLUMN DETAIL ART (LAPNOT TO SCALE MIN. 25w/ <br />ELEC LEGEND <br />SYM. <br />DESCRIPTION <br />SINGLE POLE SWITCH <br />THREE WAY SWITCH <br />4 <br />FOUR WAY SWITCH <br />11OV RECP. <br />11OV DUPLEX RECP. <br />220V RECP. <br />"GFI <br />110V GROUND FAULT INTERUPT <br />HALF SWITCHED DUPLEX RECP. <br />LIGHT FIXTURE <br />® <br />RECESSED LIGHT FIXTURE <br />O <br />JUNCTION BOX <br />EXHAUST FAN <br />® <br />EXH. FAN/LIGHT COMBINATION <br />' <br />TELEPHONE JACK / CAT 5 <br />SD <br />SMOKE DETECTOR <br />S�C <br />COMBO SMOKE/CARBON MONOXIDE DET. <br />O <br />TELEVISION OUTLET <br />4))� <br />SPEAKER WIRE <br />OTHERMOSTAT <br />ROOF PITCH <br />PER ELEVATION <br />PRE-ENGINEERED TRUSS <br />BY OTHERS) <br />R-19 BAT. INSUL. MIN. <br />(SEE ENERGY CALC.) <br />GYP CEILING BRD <br />LINTEL BLOCK w/1 #5 CONT. <br />FILLED w/3000 PSI CONIC. <br />1 /2" GYP. BRD. 0 WALLS ON <br />1x2 PT FURRING STRIPS 0 24" <br />o.c. w/R4.1 MIN. INSUL. <br />3 1/2" CONIC. SLAB w/6x6 <br />#10 W.W.M. OR FlBERMESH <br />N I �' "i <br />oo <br />(2)-#5 CONT. V-44 as <br />TYPICAL CMU WALL SECTION <br />NOT TO SCALE <br />EXISTING <br />UNDISTURBED OR 4' THICK REINF. CONC. <br />ENGINEERED SOIL..-*. SLAB W/ 2500 P.S.I. <br />=1 I I� • •' I FlBERMESH 12X18 BELL <br />I I I FOOTER. <br />2 - a• aR <br />()iR5 REBAR 1y <br />ALT MONO FOOTER <br />DETAIL <br />sHA Co"p wl7fA <br />BUILD iG UILDING, <br />ALL ;Vo�i 1CA PL MBING AND <br />E I.1ICAl- CODES. <br />l / <br />F�iiFVV&T� <br />(�,4TY OF ZEPHYRHILLS <br />�I._AN� ._XAM�,tyER <br />