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4'-10" <br />10'-10" <br />15-2" <br />4'-2" <br />SILL 17" AFF <br />SILL 17" AFF <br />L1 LINTEL <br />+ <br />+ L1 LINTEL <br />♦ <br />+ + <br />L1 LINTEL <br />♦ <br />+ <br />♦ <br />SH 25 <br />SH 25 <br />5068 SGD <br />10'-6" <br />10'-6" <br />12'-0" <br />BEDROOM 3 <br />N BEDROOM <br />2 <br />NOOK <br />- <br />♦ <br />8' CLG <br />' <br />8CLG <br />VOL <br />CLG <br />i <br />I <br />0 <br />I <br />2, 2" <br />♦ <br />o <br />L_� <br />r <br />�6' <br />rm _ <br />o <br />b z I <br />a Ln <br />+ <br />CD <br />N <br />cv <br />ISS <br />r� <br />6-0 BFD <br />ACCESS <br />� � 6-0 <br />BFD/Nr <br />I <br />o <br />N <br />8 0 <br />8-0 <br />� <br />N <br />N <br />`•`' <br />N <br />KITCHEN <br />co <br />4'-8" <br />VOL CLG <br />O <br />+ <br />H ALL <br />HALL <br />BATH � <br />8' CLG <br />-3" 9' <br />� <br />8' CLG N <br />1-8 BFD <br />-0-DW <br />O <br />- LINEN <br />0 0 <br />♦ <br />40 1/2' <br />WALL <br />9'-10" <br />BEDROOM 4 <br />8' CLG <br />22 -10 <br />,� <br />N <br />J a <br />N <br />LIVING <br />N <br />UJ <br />zr <br />`° <br />ROOM <br />JJ <br />♦ <br />I <br />N <br />VOL CLG <br />- <br />J <br />0 <br />N <br />I <br />r <br />Ll <br />J Q <br />Ld <br />N <br />♦ <br />co <br />V) <br />10'-6" <br />—I <br />+ <br />, <br />7-8 <br />„ <br />�11L=16-0 <br />BFD <br />----------- <br />o <br />A/C <br />I <br />cV <br />I <br />N <br />V 2x6 % L <br />+_0 <br />O <br />of <br />� D <br />I L <br />2-8 <br />SOLID <br />+ <br />' <br />Iv MASTER N <br />H <br />L— <br />+ <br />0 <br />BATH <br />CORE <br />Ld <br />0 <br />8 CLG <br />3'_2" <br />� ATTIC <br />4, <br />J <br />N <br />ACCESS <br />c:) <br />W.1. C. <br />J <br />8' CLG <br />♦ <br />co N <br />I <br />o <br />�r <br />6 <br />8'-6" <br />3'-0" <br />=d- <br />I <br />N <br />O <br />I <br />- <br />� <br />m <br />I <br />+ <br />MASTER <br />BEDROOM <br />GARAGE <br />8' CLG <br />N <br />8' CLG <br />+ <br />ENTRY <br />I <br />8' CLG <br />� <br />� <br />♦ <br />17'-8" <br />Lt LINTEL (MINIMUM) 16'x7' OHD <br />12'-0" <br />++ <br />7 MIN FROM GAR FLOOR TO BOT OF PRE -CAST <br />++ L1 <br />LINTEL <br />+ <br />SH25-2 <br />16'-0" <br />1,_4„ <br />♦ <br />♦ <br />SILL 17" AFF <br />♦ 3 -6 ♦ <br />8„ <br />L1 LINTEL <br />13'-4" <br />18'-0" <br />35-0" <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 />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/ VAPOR BARRIER OVER <br />COMPACTED CLEAN FILL. <br />FIBERMESH 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) <br />THE FOUNDATION BEARING <br />SOIL HAS A MINIMUM LOAD <br />CARRYING CAPACITY OF 2,000 <br />POUNDS PER SQUARE FOOT. <br />J FOUNDATION PLAN 1/4"=1' <br />3 TAB FIBERGLASS SHINGLES ON 15# <br />FELT, 1/2" CDX SHEATHING OR 7/16" <br />ROOF PITCH <br />O.S.B. - 8d NAILS @ 6" o.c. <br />PER ELEVATION <br />SIMPSON HETA20 © EA <br />PRE-ENGINEERED TRUSS <br />END OF EA TRUSS <br />(BY OTHERS) <br />(OR EQUAL) <br />yyy <br />R-19 BAT. INSUL. MIN. <br />2x SUB FASCIA <br />(SEE ENERGY CALC.) <br />2/ <br />_ <br />GYP CEILING BRD <br />ALUMINUM OR <br />LINTEL BLOCK w/1 #5 CONT. <br />VINYL SOFFIT <br />FILLED w/3000 PSI CONC. <br />cV <br />s a� <br />PRECAST CONC. LINTEL <br />HEIGHT 36" AFF <br />w/1 - #5 CONT. @ SPANS <br />PLATFORM N. T. S. <br />6'-0" AND GREATER <br />NOT TO SCALE <br />ALUM. WINDOW <br />(SIZE PER PLAN) <br />1/2" GYP. BRD. @ WALLS ON <br />1 x2 PT FURRING STRIPS ® 24" <br />o.c. w/R4.1 MIN. INSUL. <br />4" THICK REINF. CONC. SLAB PRE -CAST CONC. SILL <br />2500 P.S.I. W/ FIBERMESH <br />8X12 STEP—DOWN FOOTER <br />NO REBAR REQUIRED) STUCCO FINISH 3 1/2" <br />CONC. SLAB w/6x6 <br />#10 W.W.M. OR FIBERMESH <br />#5 BAR DOWEL w/10" STD. <br />12" HOOK (LAP MIN. 25" w/ <br />STEP—DOWN VERT. REINF. BAR) <br />FOOTER DETAIL FIN. FLR. <br />NOT TO SCALE EXISTING UNDISTURBED <br />OR ENGINEERED SOIL <br />z =1 I I=1 I •' I � 1=1 11= <br />I I=111 I5111-1 <br />N III ; <br />4" THICK REINF. CONIC. SLAB _ <br />W/ 2500 P.S.I. FIBERMESH 8x8 I +• ;% 00 <br />MONO FOOTER (NO REBAR RQD.) ' <br />(2)-#5 CONT.--"*' <br />TYPICAL CMU WALL SECTION <br />THICKENED EDGE NOT TO SCALE <br />NOT TO SCALE FYICTIN(; <br />4" THICK REINF. CONC. <br />SLAB W/ 2500 P.S.I. <br />FIBERMESH 12X18 BELL <br />FOOTER. <br />(2 - 5 REBAR <br />� # 12" <br />AL T MONO FO 0 TER <br />DETAIL <br />AI.L ApgLICABLE BUILDING <br />EUCTRICAL,, PLUMBING AND <br />MECHANICAL CODES. <br />