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24'-4' BLDG. W.T. <br />6' RAISED <br />BAND (TYP.)� <br />Il'-4' 2ND <br />B�THGTHG � — -�II <br />FYPON 18'X63' I'-0`� <br />DECORATNE� <br />SHUTTER OR <br />EQUIVALENT <br />4' RAISED-------- <br />BAND (TYP.) <br />6' RAISED <br />BAND <br />9' -4' 2ND. <br />2ND FIN. FLF4 <br />8'•0' GLG. HGT* <br />OPT. COACH-�_ <br />LIGHT <br />0'-0' FIN. FLR.s, <br />24'-4' BLDG. HGT.s <br />I-l'-4' 2ND FLR , <br />B�THGTHG - — <br />I'-0 <br />2ND FIN. FLR�- <br />8'-0' GLG. HGT,U, <br />0'-0' FIN. FLR <br />r- <br />MA_ <br />- <br />DECORATIVE <br />EQUIVALENT <br />�Q�I�ww <br />_�'r_i <br />- <br />III <br />lillimmi <br />■■ ■■ ���� <br />IIII <br />■■ <br />�„'.■ <br />■■'II'6' <br />RAISED <br />Q <br />= <br />a <br />IIIIm <br />IIII4' <br />I�� �■ <br />RAISED <br />rill <br />FRONT ELEVATION <br />SCALE: 1/4 . F-0' TEXTURED FINISH <br />REAR ELEVATION <br />SCALE: 1/4 • I'-0' TEXTURED FINISH <br />0 IT'-4' 2ND FLR <br />'BRG.HGT. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />r <br />o ENTRY <br />I 4B <br />I <br />I TYP. <br />I <br />I <br />I <br />I <br />I <br />_ <br />AREA OF ATTIC <br />= 1650 SQ FT. <br />NET FREE VENTILATION AREA REQUIRED <br />= 1/ 300 <br />REQUI RED VENTI LATION AREA <br />= 1650/300 <br />= 5.50 <br />VENTILATION AREA X SQ. INCHES PER Fr.(144) <br />= 792 SQ IN. <br />MIN. REQUIRED VENTILATION <br />= .SX 792 <br />IN UPPER PORTION OF ATTIC <br />396 SQ IN. <br />OFF RIDGE VENTILATION AREA = 115 SQ IN. PER VENT <br />396 /115 <br />TOTAL#OFVENTS REQUIRED = 3.44348 <br />TOTAL#OF VENTS PROVIDED 4 <br />"AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG <br />(EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) <br />V!' THICK 2 COAT CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MA60NRY- <br />4'x4' GALV. 'L'-TYPE <br />SH M-A#IG SET IN <br />ROOFING CEMENT <br />FIBERGLASS SH#IGLES <br />WAADERLAYMEIT AS PER PBCR <br />7Xr SYP PT LEDGER W/ <br />WSJJ. ROOF S MATHIN12 THICJWESD <br />i/j•xp• THREADED ROD 32' <br />AS PER SHEET SNI. SECI111ZED PER <br />O.C. 4 WITHIN i' OF: EACH <br />FASTENER SCHEDULE <br />END MAX SET IN BRMPSON <br />FON LB1-2r�� <br />HIGH STRENGTH CXPO)cY <br />2ND <br />AID fR1 FLR IPER ELEVJ ,� <br />i' MM EMBED. <br />2x6 SYP RAFTERS OR <br />PRE-ENG'D TR08S— <br />ROCP SLOPE PER --- I <br />ELEVATION <br />MR T/Ir' OS I SHE IW <br />2X6 SYP PT LEDGER W/ <br />�'• THREADED ROD <br />COSSET TO BE SECURED TO <br />82' OG. 4 WITHIN r' OF <br />2X6 MEMBERS UV Sd NAILS <br />EACH END MAX SET <br />9' Or- • PERIMETER <br />I'-4' <br />G <br />6MPSCN HIGFU 87REYTH <br />SIMPSON LUG-26 W/ (4) I®d'. <br />2 .0• <br />EXPDXY i' MIN EMBED. <br />TO LEDGER AND (2) Wd'. <br />CFIANNEL FOR SOFFIT <br />TO 2xr JOIST <br />OVERHANG DETAIL <br />Dl: <br />1/2 . I'-0' <br />ENGINEERED WOOD TRUSSES • 24' Or — <br />SUBMIT SHOP DRAWINGS SEALED BY <br />1 c <br />PROFESSIONAL ENGINEER FOR REVIEW <br />AND COMMENTS <br />PLYWOOD SHEATHING SEE <br />STRUCTURAL <br />2ND PLR B1 A NOT. <br />/PER ELEVJ- <br />ROOFING AND FLASHING W/ DRIP <br />TRIM 6TRAPS NO ANCHOM <br />NOW PER MNPR WARRANTEE <br />M NRJgU4AL <br />REQUIREMENTS <br />WRAP FASCIA WTH BREAK METAL <br />T-ASChIR Sna <br />sa sT1aC# PML <br />SEAM <br />M2, 2xb WOOD FASCIA SEE <br />STRUCTURAL FOR FASTERS <br />VENTED SOFFIT PER ATTIC CALC'6 <br />VI' THICK 2 COAT CEMENT PLASTER <br />APIED DI PLRECTLY To MASONRY <br />RAISED TRIM PER ELEVATIONS <br />2ND FLR WINDOW PER PLAN <br />RAKE <br />SOFFIT <br />DETAIL <br />B <br />SCALE: 1/2 . I'-0' <br />BAND DTL. <br />JUNI <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32760 <br />PH: 407-77"078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />WIN <br />�ry <br />J <br />i14 <br />w <br />� <br />0 <br />N <br />strsDiv. ee LJOT <br />ABBOTT PARK <br />LOT #30 <br />BLK #7 <br />PROJECT* <br />04181.000-30071 <br />MODELS <br />E401 <br />"2828—ENSLEY" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FRONT & REAR <br />ELEVATION <br />n G" <br />16 PH E <br />