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0 <br />AREA OF ATTIC = 1650 SQ FT. <br />NET FREE VENTILATION AREA REQUIRED = 1/300 <br />REQUIRED VENTILATION AREA = 1650/300 <br />= 5.50 <br />VENTI LATION AREA X SQ I NCHES PER FT. (144) = 792 SQ IN. <br />MIN. REQUIRED VENTILATION = .5X 792 <br />24'-4' BLDG. IJGT.h <br />-_----_---_---_— <br />IN UPPER PORTION OF ATTIC <br />SHIWSLE <br />12 <br />�g <br />3% SQ.IN. <br />RX38' <br />ROOF F <br />FYPON 18' <br />OFF RIDGE VENTILATION AREA 115 SQ IN. PER VENT <br />DECORATIVE <br />396/115 <br />SHUTTER OR <br />TOTAL# OF VENTS REQUIRED = 3.44348 <br />6' RAISED <br />EQUIVALENT <br />TOTAL#OF VENTS PROVIDED = 4 <br />BAND (TYP.) <br />'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESSTHEOVERHANG <br />B <br />?1'P <br />EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED <br />IT'-4' 2ND,�I7'-4' <br />_—_ <br />2ND. FLR. <br />BRCs. THGTHG <br />_—_� <br />B <br />FYPON 18'X63' <br />I'-m' <br />® <br />I I <br />DECORATIVE <br />I I <br />SHUTTER OR <br />I I <br />EQUIVALENT <br />I ( <br />1/2' THHCK, 2 COAT CEMENT <br />v <br />v d <br />PLASTER APPLIED <br />4' RAISED <br />r <br />~ <br />r ~ <br />DIRECTLY TO MASONRY <br />BAND (TYP.) <br />6' RAISED <br />4kFLABHING 8ET - <br />b' RAISED <br />(L <br />C <br />BAND (TYP.) <br />ROOFNG CEMENT <br />BANDFIBERGLASS <br />9'-4'2ND.I <br />i-IL <br />12 <br />`„ <br />I I <br />9'-d' 2ND. <br />SHINGLE6 <br />2ND FIN. FLR — <br />---------- <br />----5� <br />- <br />- <br />----_ <br />--- <br />FIN <br />WSJJ. ROOF SHEATHINS THYMFNT AS PER ICKNESS 2x6 GYP PT LEDGER LLV <br />W-m' GLG. HGT _ <br />_ — _ <br />_ <br />_ _._ _ — _ — _ — _ _._ _ — <br />_ <br />_ <br />— _ <br />_ — _ <br />_ — _ — _ <br />_ <br />I I <br />8'-m' BRG. HGT. <br />F <br />A6 PER SHEET SNL SECURED PER IO':m' THREADED ROD 32' <br />OZ. 4 WITHIN 6' OF EACH <br />6 ENTRY <br />FASTENER SCHEDULE END MAX GET N SIMPSON <br />OPT. COACH <br />� <br />SIMImSCN LS0-26 HIGH 9T� EXPOxY <br />LIGHT <br />B <br />'',A <br />) <br />I I TYP. <br />DN <br />2N FS1 J <br />FTERS <br />SYP RAFTERS OR <br />LEI.I <br />I <br />P TFLISa <br />PRE-ENG'D <br />MT7 <br />TI <br />N <br />I I <br />I 1 <br />4' RAISED <br />(PER ELEVJ <br />-- <br />BAND (TYP.) <br />ROOFI <br />EELEV BLS PER <br />I <br />I2X6 <br />SYP PT LEDGER LLV <br />7qp <br />F-44-- <br />I <br />MIN' TA6' Oft BHCATH#4G 1 D• THREADED ROD <br />m'-m' FIN. FLR.A, <br />FIN. FLR. <br />TO GE SECURED TO <br />31. O.C. 4 WITHIN 6' OF <br />2 <br />�— <br />_ <br />_ <br />— _ _ — <br />_ <br />_ <br />_ <br />— _ — _ — _ <br />_ _ _ <br />_,gym'-m' <br />,P <br />2X* ME <br />2X6 MIEMOEIP,B W/ Sd NAILS <br />3' O.C. • PERIMETER <br />1'-4' <br />EACH END MAX BET M <br />SIMPSON HIGH STRENGTH <br />GRIP60N LUD-26 W/ (4) 11 <br />EX!°OXY W MIN EMBED. <br />TO LEDGER AND (2) I®d'4 <br />TO 2G6 JOIST <br />CHANNEL FOR SOFFIT <br />24'-4' BLDG. HGT. <br />I'I'-4' 2ND FLR <br />Bps HGT`r—_ <br />2ND FIN. FL—R. <br />W-m' GLG. 4GT* <br />m'-m' FIN. FLF4 <br />FRONT ELEVATION <br />SCALE: 1/4 • V-m' TEXTURED FINISH <br />REAR ELEVATION <br />SCALE: 1/4 G I'-m' TEXTURED FINISH <br />Il'-4' 2Np FLR2Np FLR. <br />BY RG. T. <br />I <br />I <br />I <br />r�-- <br />ZN— D�FIN FLR <br />r <br />� ENTRY <br />I 4B <br />TYP. <br />OVERHANG DETAIL <br />A SCALE: 1/2 = I'-m' <br />ENGINEERED WOOD TMMM • 24' OL. <br />SUBMIT SHOP DRAWANG6 SEALED BY <br />0 <br />PROFESSIONAL ENGINEER FOR REVIEW <br />G <br />AND COMMENTS, <br />PLYWOOD SHEATHING SEE <br />STRUCTURAL. <br />RRLEYJ IVNY NGT. .� <br />IPEiND R E <br />- <br />PROOFING AND FLASHING W/ DRIP <br />TRW STRAFO AND ANCHOM <br />EDGE PER 1'M'R WARRANTEE <br />REQUIREMENTS <br />SHY STRCTURAL <br />WRAP FASCIA WTW BREAK METAL <br />MAWNRY DOM BEAM <br />0M GTRIGTHRAL <br />612, 2.6 WOOD FASCIA SEE <br />6TRUGIIRAL FOR FASTENERS <br />VENTED GOWT MR ATTIC CALC'G <br />V2' THICC 2 COAT CEMENT PLASTER <br />APPLIED DIRECTLY TO MASONRY <br />RAISED TRIM PER ELEVATIONS <br />2ND K.R. WINDOW PER PLAN <br />RAKE <br />SOFFIT DETAIL <br />B SCALE: I/4 G <br />CBAND DTL. <br />SCALE: I/2 • I'-19' <br />i44i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.SbdeslgngrouPJrom <br />AA IF.0003325 <br />M <br />W <br />U <br />) <br />� <br />W <br />B <br />x <br />Q <br />0 <br />E <br />0 <br />C <br />�; <br />SNON; <br />� <br />LOT #13 <br />BLK #13 <br />PHASE 4B <br />PROJECT# <br />04181.04B-13131 <br />MODELS <br />E401 <br />"2828—ENSLEY' <br />GARAGE alwixG: <br />LEFT <br />PAGE: <br />FRONT & REAR <br />ELEVATION <br />"G» <br />160 MPH EXP. C <br />