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AREA OF ATTIC = <br />2568 SQ. FT. <br />NET FREE VENTILATION AREA REQUI RED = <br />1/300 <br />REQUIREDVENTILATION AREA = <br />2568/300 <br />= <br />8.56 <br />VENTILATION AREA X SQ. INCHES PER FT. (144) = <br />1232.64 SQ. IN. <br />MIN. REQUIRED VENTILATION IN UPPER <br />PORTION OF ATTIC = <br />.SX 1232.64 <br />- <br />616.32 SQ. IN. <br />OFF RIDGE VENTILATION AREA = <br />115 SQ. IN. PER VENT <br />616.32 /115 <br />TOTAL#OF VENTS REQUIRED = <br />5.3593 <br />TOTAL# OF VENTS PROVIDED - <br />6 <br />SQ. IN PER <br />SOFFITVENTI LATION AREA = <br />11.736 LIN EA FOOT <br />= <br />616.32 /11.736 <br />TOTAL LIN EAL FTOF SOFFIT VENTING REQUIRED = <br />52.5153 UNEALFTOF <br />'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESSTHE OVERHANG <br />(EXTERIOR OF WALLTO EXTERIOR OF WALL NO OVERHANGS NCLUDED) <br />ROOF TRUSSES <br />BOX OUT BEAM W/ 1/8, <br />STUCCO FIN15H 4 <br />PAPER BACK WIRE <br />LATH ON APPROVED <br />HOUSE WRAP OVER <br />1/I6' OSB SHEATHING <br />6' WIDE STUCCO — <br />BAND - TYP. <br />12' Sa CMIJ <br />COLUMN W/ 1/91' <br />57UCW FINISH <br />8' WIDE STUCCO <br />BAND - TTP. <br />- <br />✓�\\i\y�\\i�\\ <br />CONGRET ESL AT <br />\\ \ \\ \\ <br />SEE FOUNDATION J <br />FOR FTG. SIZE <br />A IL <br />SCALE: I'• I <br />V 5' WINDOW <br />.I' <br />IIR' <br />.1' <br />N <br />DETAIL <br />B SCALE: I'• I'-0' <br />HURRICANE STRAP. <br />SEE FRAMING PLAN <br />9'-4' 5Frs. HT. <br />:o <br />S'-8' T.O.G. <br />8'X8• <br />PRE -CAST <br />LINTEL <br />4 0'-0' FIN. FLR <br />19 -4 <br />q-- <br />RGHT. <br />B. <br />CDETAIL <br />SCALE: I'• I'-0' <br />5' WIDE RAISED STUCCO <br />BAND •I' PROJECTION <br />(TYP.) <br />I <br />B <br />10'-8 3/4' <br />2ND WIT * <br />9'_4• <br />Bpi I..IT Y <br />r <br />D <br />5' WIDE RAISED STUCCO <br />J <br />BAND +I PROJECTION <br />(TYPJ <br />"v <br />.1 1/2' <br />- GARAGE <br />DOOR <br />TYP. <br />I' I• <br />DETAIL <br />D SCALE: I'• I'-0' <br />IIV- 44 <br />Bps.TNTH--- <br />TEXTURED <br />FINISH <br />CRICKET <br />5 <br />TEXTURED FINISH <br />I.I I.I I.I I.I <br />1 I <br />I.I I.I I.I I.I I.I I.I I.I <br />I.I I.I I.) I.) I.I I•I I.I <br />FOR I.I I•) I.I <br />I.I I.I I.I I.) I.I I.I I.I <br />I.I I.I I.) In <br />N <br />I <br />I <br />10'-8 3/4'�, <br />ZND FLR HT.4� <br />V-4 <br />HT. - <br />I'-0' �I <br />0'-0'h <br />L11-iLiLl <br />REAR ELEVATION-H <br />STONES FOAM <br />VENEER CAP <br />A R C H I T E C T S <br />_ Design <br />FAX: 407-7744078 <br />w .abdesigngroup.00m <br />AA #: 0003325 <br />REAR ELEVATION-H <br />STONES FOAM <br />VENEER CAP <br />A R C H I T E C T S <br />_ Design <br />FAX: 407-7744078 <br />w .abdesigngroup.00m <br />AA #: 0003325 <br />DRAFTING BY: <br />-5' WIDE RAISED STUCCO <br />A.B• DESIGN GROUP <br />BAND .I' PROJECTION <br />DRAFTING INC. <br />(TTP) <br />5439 BEAUMONT CENTER BLVD, <br />- TEXTURED <br />SUITE 1004 <br />FINISH <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-2628 <br />FAX 818-H86-2802 <br />5' WIDE RAISED STUCCO <br />BAND .I' PROJECTION <br />(TYPJ <br />12' 60. CMU BLOCK <br />COLUMN <br />ITA.0 • 8'-89 (TYPJ <br />sxmDIV. de LOT: <br />SILVERADO <br />LOT #8 <br />BLK #10 <br />PROJECT# <br />03719.001-08101 <br />MODEL <br />3278-JORDYN II <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FRONT <br />& REAR <br />ELEV. H <br />150 H E C <br />29 <br />SCALE: AS NOTED <br />S MET <br />A3 H <br />