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iiffiv 1 <br />O <br />I <br />Ln <br />C.0 <br />27 -0 <br />- <br />Ll <br />LINTEL <br />Ll <br />LINTEL <br />PRECAST TOP CRS <br />SILL MIN 62' All <br />♦ <br />♦ L1 LINTEL <br />— <br />♦ <br />SH 2 <br />SH <br />25 Ro ' 4' '8" <br />15'-4" <br />+ <br />3 <r <br />5'-0" , <br />LSty <br />+ <br />�FlB 28= wALL Rl� <br />co <br />N JET TUB 22' WALL <br />o <br />z <br />MASTER <br />at <br />J <br />SU <br />TE <br />LANAI <br />8' <br />CLG <br />j <br />8' CLNG <br />' M AS ' ER I <br />8'-4" <br />2'-8" <br />Q—� <br />B A TH ' { <br />Y 8' CLG `� DRAWS <br />♦ <br />a <br />f (�_ cD O <br />L1 LINTEL <br />I �i N 2-6 <br />l <br />T <br />j <br />T <br />j <br />T <br />l <br />♦ <br />6068 SGD <br />{Ln I <br />N <br />10'-8" <br />-0- LINEN ST <br />I 3 - <br />6'-8 <br />♦ <br />I ACCESS o f <br />NOOK <br />oo ATTIC n <br />I <br />a <br />VOL CLG <br />- <br />M <br />\2-8 <br />_ <br />� <br />JJ <br />v1 <br />J <br />/ <br />Q) ( <br />a <br />�W <br />/ <br />I N <br />N BEDROOM 4 = <br />z <br />O <br />8' CLG N <br />/ <br />_7 <br />— <br />_J-_' <br />N J <br />z <br />I <br />+ <br />w <br />� o <br />z <br />m <br />8' 9" <br />I <br />Li <br />Li <br />I o <br />L0 <br />0o <br />CDO <br />Li <br />10' 6" <br />♦ <br />7 <br />KITCH <br />O I <br />_ <br />ROO 1 <br />I <br />o <br />_ <br />0 VOL C <br />VOL CyG <br />o <br />♦ <br />J <br />I <br />- <br />L0 <br />�P <br />Q <br />Np <br />Dw ' <br />i <br />m BEDROOM 3 <br />z� <br />j <br />O 8' CLG cn <br />� <br />J <br />� <br />J (n <br />w I <br />cD <br />I <br />23'-6" <br />o <br />o <br />`D <br />2'- 8" <br />I <br />2-6 <br />co <br />o <br />c <br />LAUNDR <br />2-0 <br />°° <br />m <br />j� 2_4""; <br />A/H <br />2-6 <br />p <br />ROOM <br />f <br />I I <br />N ARCH <br />m 8" WALL <br />M <br />J <br />8' CLG <br />:DROP' c <br />� : <br />v�I <br />A!�LG <br />co <br />Q <br />/ <br />A CIn <br />I <br />1ZONE� <br />s' CLG <br />NQ <br />v <br />3 g'-p <br />j <br />�� <br />I{ <br />I <br />1 <br />�� <br />4'-0" <br />o <br />In <br />2-8 <br />H ALL <br />�N <br />SELF- SOLID <br />5'-0" <br />3. 2.. N BATH <br />CLOSING ORE <br />8' CLG <br />o <br />FOYER <br />I <br />-6 <br />9'4" CLG <br />♦ <br />i <br />CD <br />+ <br />-0 <br />♦ <br />I <br />ATTIC <br />1 LINTEL <br />o <br />L ACCESS _ <br />4'-6" <br />( m BEDROOM 2 <br />8' C LG <br />O <br />+ <br />♦ <br />Q <br />fU <br />> <br />10'-6" <br />N <br />ti LINTEL <br />GARAGE <br />ENTRY <br />SILL 17" AFF <br />♦ <br />♦ <br />♦ <br />14'-2SH 35 <br />0 <br />I <br />FRAME COL. <br />♦ <br />+ <br />DBL 2x4 CONTINUOS <br />n <br />-/ Iff <br />POST (TYP) �2x10 HEADER <br />loo <br />FRAME COL. <br />♦ <br />♦ 16'x7' OHD <br />7' MIN FROM <br />L1 LINTEL <br />GAR FLOOR <br />MINIMUM <br />TO BOT OF PRE <br />♦ ♦ <br />-CAST <br />8'- <br />8" <br />9 -4 <br />16'-0" <br />1'_g" <br />18'-8" <br />FLOOR PLAN 1/4" =1' 8' <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 />*PRECAST LINTEL, (1) #5 REBAR IF <br />OVER 6' NO REBAR REQ'D IF LESS <br />THAN 6' <br />L1 <br />14K.O. COARSE <br />ALL CELLS, K.O. & <br />P.C. LINTEL FILLED <br />4 <br />w/3000 PSI CONC <br />P.C. LINTEL <br />' L3 <br />s� <br />f2 K.O. COARSE <br />K.O. COARSE ALL CELLS, K.O. & <br />P.C. LINTEL FILLED <br />ALL CELLS, K.O. & w/3000 PSI CONC <br />P.C. LINTEL FILLED <br />!: w/3000 PSI CONC ! ` <br />P.C. LINTEL P.C. LINTEL <br />r I4 <br />fWH <br />f <br />f ♦ f <br />f f <br />f f <br />f f <br />f ♦ f <br />RECESS <br />f f SLOPE A <br />NEEDED <br />f f <br />f f <br />f ♦ f <br />f f <br />f f <br />LIVING AREA <br />1715' <br />GARAGE <br />442 <br />LANAI <br />117' <br />ENTRY <br />120 <br />TOTAL AREA <br />2394' <br />J' <br />1/4' TAPCONS W/MIN. 1 <br />1/2' EMBEDMENT - <br />24' O.C. (MAX) W/ 1/4 <br />TAPCDN ON EACH SIDE <br />OF COLUMN WRHIN 6'- <br />1X2 OPEN BACK <br />1 1/2- MN. <br />EMBEDMENT (TYP.) <br />t` -v,=: <br />CONC. ATTACHMENT <br />DETAIL - N.T.S. <br />NOT TO SCALE <br />z <br />1' x 2' OPEN BACK <br />J <br />u <br />W/ #10 x 2' S.MS <br />O 24' O.C. (MAX) <br />8 <br />TYP. SCREEN HALL <br />ZS>r <br />ATTACHMENT DETAIL <br />l a T <br />NOT TO SCALE <br />4ow <br />SIMPSON LTS 18 <br />(OR EQUAL) AT - <br />EACH RAFTER <br />2x SUB FASCIA - <br />ALUMINUM <br />(ASTME84) <br />FRAME <br />SAND <br />DBL 2x4 PT POST <br />(WRY) <br />SIMPSON AS 44 POST <br />ANCHOR (OR EQUAL) <br />4' THICK REINF. CONC. SLAB <br />2500 P.S.I. W/ FIBERMESH <br />OX12 STEP-DOWN FOOTER <br />NO REBAR REQUIRED) <br />STEP-DOWN <br />FOOTER DETAIL <br />NOT TO SCALE <br />4' THICK REINF. CONC. SLAB <br />W 2500 P.S.I. FIBERMESH 8x8 <br />M 0 FOOTER (NO REBAR ROD-) <br />24_E�. tc, <br />THICKENED EDGE <br />NOT TO SCALE <br />3 TAB FIBERGLASS SHINGLES ON 15# <br />FELT. 1/2' CDX SHEATHING OR 7/16- <br />0-S.B. - 8d RING SHANK NAILS 0 6' <br />0.c_ <br />*ROOF PITCH <br />PER ELEVATON j i <br />i <br />F GARE DQ ANCHOR <br />TO BEAF" BEAN 211N <br />USP KT 10 (OR EMJAL) <br />0 48' aC. <br />DBL 2.10 WITH Jr CDX SANDWICH <br />BEAU. WRAPPED. ATTACH TO <br />MASONRY WITH SIMPSON <br />M@t145.50/9.25 (OR EQUAL) <br />SIMPSON ST18 I <br />(OR EQUAL) I <br />II� <br />ALUM. WINDOW <br />(SIZE PER PLAN) <br />PRE -CAST CONC. SILL <br />SIDING IF NO <br />ON ELEVATIONS _:"V <br />I5 BAR DOWEL w/10' STD. <br />HOOK (LAP MIN. 25' w/ <br />VERT- RENF. BAR <br />I�IE✓ <br />PORCH WALK SECTION <br />NOT TO SCALE <br />TRUSS STRAP PER <br />GENERAL NOTES -I <br />FOOTING DOWELS: <br />2-15 EMBED. 6: <br />MIN. INTO FIG. <br />W/ W/ 90' HOOK <br />SIMPSON HETA20 0 EA <br />END OF EA TRUSS <br />(OR EQUAL) <br />R-19 BAT. INSUL MIN. <br />-ENGINEERED <br />e' , �SS (BY OTHERS) <br />- f GYP CEILING BRD <br />-LINTEL BLACK w/l f5 CONT_ <br />FILLED w/3000 PSI CONC. <br />PRECAST CONC. LINTEL <br />w/l - f5 CONT. O SPANS <br />6'-0' AND GREATER <br />1/2' GYP. BRD. O WALLS ON <br />lx2 PT FURRING STRIPS O 24" <br />ox, w/R15 FOAM INJECTED <br />INSUL <br />3 1/2' CONIC. SLAB w/6x6 <br />#10 W.W.M. OR FIBERMESH <br />ROOF PITCH <br />PER ELEVATION <br />PRECAST UNTEL W/(1) #5 <br />(T&B) CONTINUOUS SPAN <br />BETWEEN COLS- W/ MN. <br />8' BEARING SURFACE EACH <br />END CAP <br />+n <br />z <br />0 <br />f=- <br />ALL CELLS THAT FLOOR <br />> <br />PLAN INDICATES REBAR <br />� <br />SHALL BE CONCRETE <br />sus <br />FILLED <br />Of <br />L0 <br />a. <br />CMU COLUMN O FRONT/ <br />REAR PORCH W/#5 <br />VERTICAL. (COLUMN HEIGHT <br />PER ELEVATION) (COLUMN <br />SIZE N4 REBAR PLACEMENT <br />PER FLOORPLAN) <br />(SEE FOUNDATION PLAN) <br />SIMPSON ST18 <br />(OR EQUAL) <br />TO OPPOSITE CORNER I <br />DBL 2x4 PT J a <br />:- POST, WRAPPED J <br />o <br />Ci W W <br />PORCH POST/ ZCL Z <br />� N � BEAM DETAIL c <br />CA r { I NOT TO SCALE LJJ <br />Z <br />.TgO� <br />Z <br />uj <br />En <br />S <br />OVERHANG VARIES 1u <br />PER ELEVATION = J U. o <br />IM ~ " a =W <br />DBL 2x4 PT POST Q o g <br />Ln W E <br />= w� <br />PORCH POST/ <br />SLAB LOCATION <br />NOT TO SCALE <br />3 TAB FIBERGLASS SHINGLES ON 15# <br />FELT, 1/2' COX SHEATHING OR 7/16' <br />O.S.B. - 13d RING SHANK NAILS <br />O 6' o c. <br />END OF EA TRUSS <br />(OR EQUAL) <br />2x SUB FASCIA -� <br />VINYL SOMT--"// <br />PRECAST CONIC. LINTEL---- <br />w/l - *5 CONT_ O SPANS <br />6'-0' AND GREATER <br />ALUM. WINDOW - <br />(SIZE PER PLAN) <br />PRE -CAST CONC. SILL <br />STUCCO FINISH-_ <br />#5 BAR DOWEL w/10' STD. <br />MASONRY COLUMN DETAIL H" (, I ) w/ <br />NOT 70 SCALE VERT. <br />ROOF PITCH <br />3 PER ELEVATION <br />-ENGINEERED TRUSS <br />OTHERS) <br />R-30 BAT. INSUL W/ <br />BAFFELS (SEE ENERGY <br />CALC.) <br />}' GYP CEILING BIRD <br />LINTEL BLOCK w/l #5 CONT. <br />FILLED w/3000 PSI CONIC <br />1/2- GYP. BIRD. 0 WALLS ON <br />ix2 PT FURRING STRIPS 0 24' <br />o.c. w/R15 FOAM INJECTED <br />INSUL <br />3 1/2' CONC. SLAB w/6x6 <br />#10 W.W.M. OR FIBERMESH <br />OR ENGINEERED SOIL �� i <br />z 1-. � 1;=1- <br />�:. <br />K I— <br />(2)-05 CANT. 1' 4' <br />TYPICAL CMU WALL SECTION <br />NOT TO SCALE <br />DOSTNG <br />- UNDISTURBED OR 4' THICK REINF. CONC. <br />ENGINEERED SOIL , • SLAB W/ 2500 P.S.I. <br />FIBERMESH 12X18 BELL <br />'� E i FOOTER <br />B' h <br />(2)-05 REBAR r ax <br />+r <br />ALT MONO FOOTER <br />DETAIL <br />-3 <br />`7110 4 <br />J <br />S� rtialV? a' 1 <br />CAW L li0I <br /><G ELNI <br />� IC C��E A <br />g7�rNTIC �"�t} . <br />ay <br />C 'ITY OF ZEPM <br />` "ZHIL.I:�� <br />PI_ANS EXAMfNRR, — .. � <br />