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• <br />23'-II' BLD HGTs <br />1� <br />5 <br />4' RAISED BAND <br />I I �El <br />a <br />6' SED <br />BLAND Y _r <br />8' <br />OPT. COAGN <br />L KsHT I <br />I) <br />0'-0' FIN. FLR.. I I <br />FRONT ELEVATION <br />SCALE: 1/4 - I'-0' TEXTURED FINISH 'TUSCAN' <br />TYPE <br />T-4' <br />12 <br />OFF RIDGE � T �5 <br />►i U <br />II <br />II r I <br />V-4' 2ND,,, <br />FIN. LFFIN. LF R - -— -—- - — - —-- --- <br />P, IST FLR _ — _ _ — <br />BRCS. HGT. <br />- ------ <br />4B I 6 <br />II - ❑❑ <br />I I � <br />II <br />Y FIN. FLR4, <br />SHINGLE <br />ROOF <br />6' RAISED <br />BAND (TYR) <br />FLR <br />ERG. HGT. <br />FYPON <br />BKTIIXII OR <br />EQUIVALENT <br />SHINGLE <br />12 <br />5 <br />ROOF <br />9'-4' 2ND <br />��FIN. FLR <br />IST FLR <br />Bps. HGT. <br />a <br />4' RAISED <br />BAND (TYP.) <br />N <br />_ O I'-4' HG2ND FLR <br />BRI.s� T. <br />— FI FN FN R <br />,�8'-0' 15T FLR <br />—�-' Bs. HGT <br />REAR ELEVATION <br />SCALE: 1/4 = I'-0' TEXTURED FINISH <br />4 <br />Y <br />--I—_ oO 0� <br />AREAOFATTIC <br />= 14ZS SQ FT. <br />NET FREE VENTILATION AREAREQUIRED <br />1/380 <br />REQUIRED VENTILATION AREA <br />= 1425 i3DD <br />4.75 <br />VENTILATION AREA XSQ INCHES PER FT.(1441 <br />= 684 S41N. <br />MIN. REQUIRED VENTILATION <br />= AIL w <br />IN UPPER PORTION OF ATTIC <br />342 SO, IN. <br />OFF RIDGE VENTILATION AREA <br />= 115 SQ IN. PER VENT <br />342 /11S <br />TOTAL# OFVENTS REQUIRED <br />= 2.97392 <br />TOTAL# OF VENTS PROVIDED <br />- 3 <br />'AREA OF ATTIC IS THE PERI MITER OF THE <br />HOUSE, LESS THE OVERHANG <br />(EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) <br />112' THICK 2 GOAT CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />4'a4' GAL V. 'L'-TYPE <br />FLASI4W. SET M <br />ROOFING CEMENT <br />FIBERGLASS SHINGLES OVER'30 FELT <br />2X6 SYP PT LEDGER W/ <br />PAPER ON 1/16' 098E S OR <br />U2Y9' ROD 32' <br />UREID E <br />1!2' COx PLYWOOD SECURED PER <br />WITHIN <br />O.G. 4 WITHIN 6' OF EACH <br />6FO <br />NAILING SCFEDULE <br />END MAX SET IN SIMPSON <br />TOP OF BOND BM <br />2ND FIN FLR (PER ELEV.) <br />HK=H STRENGTH EXPDXY <br />•. 6' MM EMBED. I <br />LW-26 \ <br />2x6 SYP RAFTERS OR <br />PRE-ENG'D TRUSS <br />(PER ELEVJ _ <br />ELEVATION <br />MIN TA6' OSB SNEATNMG <br />GUSSET TO 15E SECURED TO <br />CHANNEL FOR SOFFIT <br />2X6 MEMBERS W/ Sd NAILS <br />3' O.C.. PERIMETER <br />LU826 LW (4) 10d1 <br />TO LEDGER AND (2) 10d's <br />I'-4' <br />TO 2R6 JOIST <br />2X6 SYP PT LEDGER W( <br />1/t'x&- THREADED ROD 32' <br />O.C. 4 ##THIN 6' OF EACH <br />END MAX SET IN SIMPSON <br />Wr.w STRENGTH EXPDXY 6' <br />MIN EMBED. <br />OVERHANG <br />DETAIL <br />A <br />SCALE: 1/2.1'-0' <br />ENGINEERED WOOD TRUSSES • 24' O.C. <br />SUBMIT SHOP DRAWINGS SEALED BT <br />PROFESSIONAL ENGINEER FOR REVIEW <br />AND COMMENTS <br />PLYWOOD SHEATHING SEE <br />STRUCTURAL <br />2ND FLR BRIG, WIT. <br />(PER ELEVJ <br />ROOFING, AND FLASHING SY DRIP <br />TM" STRAPS Oro AlICL101m <br />EDGE PER MNFR WARRANTEE <br />SEE STR1GlURAL <br />REQUIREMENTS <br />UtAP FASCIA WITH BREAK METAL <br />LynOn#ar COFID O m <br />#EE BTRLGTUfAL <br />b,2, 2R6 WOOD FASCIA SEE <br />STRUCTURAL FOR FASTENERS <br />VENTED SOFFIT PER ATTIC CALC'S <br />1/2' THICK 2 COAT CEMENT PLASTER <br />APPLIED DIRECTLY TO MASONRY <br />RAISED TRIM PER ELEVATIONS <br />2ND FLR WINDOW PER PLAN <br />SOFFIT DETAIL <br />���RAKE <br />SCALE: 1/2 - F-0' <br />EE <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />F <br />C <br />tziR <br />iiiR <br />�u <br />� <br />P <br />s�f <br />U <br />1/1 <br />N <br />m <br />m <br />� <br />OR <br />2 <br />� <br />i <br />0 <br />a <br />-4 <br />f <br />ZMDXV. ec LOT: <br />ABBOTT PARK <br />LOT #40 <br />BLK #9 <br />PROJECT* <br />04181.000-40093 <br />HODZU <br />3EEB <br />"2260-ELSTON" <br />OARAOE SUING: <br />LEFT <br />PAGE: <br />FRONT <br />& REAR <br />ELEVATION "H" <br />160 MPH EXP. C <br />5 <br />On.0 <br />DP TM il/20/19 <br />SCALE: 1 /4"=1'- 0" <br />8*Ec= <br />AM <br />