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1'-0' <br />FYPON I6'X62'---,, <br />DECORATIVE <br />SHUTTER OR <br />EQUIVALENT <br />6' RAISED <br />BAND <br />V-4 3/4' _ <br />2ND FIN. FLR <br />8'-0' CLG. HGT.,, <br />-fir- - <br />OPT. COACH---- <br />LIGHT .. <br />s <br />FIN. <br />_ Il'-4' 2ND FLR <br />ERG. NGT. <br />I'. <br />-3'-4 3/4' 2ND FLR , <br />FIN. FLR/BRG. HGT. -- <br />8'-0' CLG. NGT.e, - <br />0'-0' FIN. FLR $ <br />Ism, <br />-----------mac------ <br />------------------- <br />FRONT ELEVATION <br />REAR ELEVATION <br />SCALE: 1/4 • I'-0' TEXTURED FIN15H <br />FYPON I6'X48' <br />DECORATIVE <br />SHUTTER OR <br />EQUIVALENT <br />_ I'1'-4' 2ND FLR <br />ERG. HGT. <br />I i FYPON <br />BKTIWI OR <br />I I EQUIVALENT <br />I I 4' RAISED <br />I i <br />BAND <br />V RAISED <br />I I <br />BAND (TYP-) <br />I_ ,0'-4 <br />3/4' <br />2NDFIB <br />I <br />8'-0' ERG. W.T.--�® <br />ENTRY <br />I 1 46 <br />I <br />I I <br />I I TYP. <br />I I <br />4' RAISED <br />I I <br />BAND (TYP.) <br />8' RAISED <br />I I <br />BAND (TYP.) <br />I I <br />_ <br />0'-0' FIN. FLR <br />_ _,�Il'-4' 2ND -LR <br />B-�THG <br />i <br />I <br />I <br />I <br />i <br />I <br />I <br />I <br />_ _ _ ,�S'-4 32ND FL <br />f• FIN. FLR//4' BfdTa. R <br />HGT. <br />CLG. HGT. <br />r-- <br />I 4B <br />I <br />L TYP. <br />�-- O�LR. <br />REA OF AMC <br />1585 SQ. FT. <br />NETFREE VENTILATION AREA REQUIRED <br />= 1/300 <br />REQUIRED VENTILATION AREA <br />= 1585/300 <br />= 5.28 <br />VENTILATION AREA X SO. INCHES PER FT.(144) <br />= 760.8 SO, IN. <br />MIN. REQUIRED VENTILATION <br />= .SX 76DA <br />IN UPPER PORTION OFATTIC <br />= 3SM450.IN. <br />OFF RIDGEVENTIIATION AREA <br />= 115 SQ.IN. PER VENT <br />3M4 /115 <br />TOTAL# OF VENTS REQIRED <br />= '30783 <br />OTAL#OF VENTS PROVIDED <br />4 <br />-AREA OF ATTIC ISTHE PERIMTER OFTHE HOUSE, LESS THE OVERHANG <br />(E)TERIOR OF WAU-TO EXTERIOR OF <br />WALL, NO OVERHANGS INCLUDED) <br />10' T141M 2 COAT CEMENT <br />RASTER APPLIED <br />DIRECTLY TO MASONRY <br />4'x4• G.4LV. 'L'-TYPE <br />H.ASNNG SET N <br />FIBEIi^il.A6S BHUYsLEB <br />WANDEIC4YMENT AS PER PBCR <br />]Xb SYP PT LEDGER W/ <br />909)1 ROOF 6LEATHIM TNIWESS <br />ISA <br />VlSTD' TFIREA,DEp ROD 32' <br />T <br />A6 PER SHEET 8FECIJIED PER <br />OG 4 WITH b' OF EACH <br />FASTENER SCNEDILP <br />END MAX SET N 8U'TPBOTN <br />8U'�BQN LSU-26 <br />NIGH STIEFKTN EXPDXY <br />FN. FL ( LEVJ <br />i' MN E'BED. <br />2#6 SYP RAFTERS OR <br />ROOF a.oPE R --- I <br />ELEVATION <br />MN. TM' O6D ��/ <br />2x6 eYP PT LEDGEIIi w, <br />V2W THREADED ROD <br />GUSSET TO BE BECN <br />32' OG 4 URT14N 6' OP <br />2X6 MB'BERS IIY S <br />EACH END MAX SET N <br />3. OG • PERMETER <br />81FIPBON W10.14 STIENC#TFI <br />SSI#SON LUO-26 IW (4) Od'F 2 _0• <br />EXPDXY 6' MN E•MIED. <br />TO LEDGER AND (2) Wd'4 <br />TO 2X6 JOIST <br />CNN•!EL FOR SOFFIT <br />OVERHANG DETAIL <br />A 9GALE: v2 . I'-0' <br />QGUEERED WOOD 7R188ES • 24' OG <br />SUBMIT E410P DR4WM036 SEALED <br />BY <br />PROFESSIONAL ENA04EEN FOR REVIEW <br />AND COrFIENTS <br />PLYWOOD 614EAT14NG SEE <br />STRUCTURAL <br />20D RR PJR' NIT. <br />(PER ELEVJ <br />ROOFNd. AND FL4814NG UY DRIP-� `TMO $TRAM YV ANGTOM <br />EDGE PER MM WARRANTEE <br />REOMIREMENTS <br />a 'e- <br />URAP FASCIA UNT14 BREAK METAL <br />UO, WOOD FACIA BEE <br />MABOhWr � <br />8E eT$WmTU4AL <br />E'0M <br />Y- <br />6TI01CTURAL FOR FASTENERS <br />VENTED SOFFIT PER ATTIC CALC'S <br />1/2' THICK 2 COAT CE'2NT RASTER <br />APPLIED DIRECTLY TO MASONRY <br />RAISED TWI PER ELEVATIONS <br />2ND RR WNDOW PER PLAN <br />RAKE <br />SOFFIT <br />DETAIL <br />B <br />9GALE= IR . I'-0' <br />apt <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX 407-7744078 <br />wwwabdesigngroup.com <br />AA #: 0003325 <br />F <br />V <br />h <br />a <br />� <br />1pf <br />ffi <br />14 <br />N <br />00 <br />aUHDIV. Ae LOT: <br />ABBOTT PARK <br />LOT #18 <br />BLK. #7 <br />PROJECT# <br />04181.000-18071 <br />MODEL <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FRONT & <br />REAR <br />ELEVATION <br />"K" <br />160 MPH E)W. C <br />