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s BLDG�TT ------------- <br />SHINGLE 12 <br />ROOF 5� <br />4' RAISED <br />BAND (TYP.) <br />Il'-4' 2ND PLR. <br />FYPON <br />BKTIIXII OR <br />EQUIVALENT o <br />OF r r <br />4' RAISED v <br />BAND (TYP.) <br />6' RAISED - <br />BAND (TYP.) r <br />•O' FIN. FLR <br />FRONT ELEVATION-H <br />SCALE, 1/4' • I'-V TEXTURED FINISH <br />11" � <br />5 OFF RIDGE <br />PENT <br />Il'-4' 2ND FLR <br />BEG. HST.. <br />4' RAISED <br />BAND(TYP-) <br />S' RAISED <br />BAND (TYP.) <br />I , e'-4 3/4' 2ND <br />FIN. Fq LR <br />IST FLR. <br />BRG. HST. <br />OPT. COACH <br />LIGHT <br />4' <br />AREA OF ATTIC <br />= 1469 SQ. FT. <br />NET FREE VENTILATION AREA REQUIRED <br />= 1/ 300 <br />REQUIRED VENTILATION AREA <br />= 1469/300 <br />= 4.90 <br />VENTILATION AREA X SQ. INCHES PER FT. (144) <br />= 705.12 SQ. IN. <br />MIN. REQUIRED VENTILATION <br />= .SX 70SA2 <br />IN UPPER PORTION OF ATTIC <br />- 352.56 SQ. IN. <br />OFF RIDGE VENTILATION AREA <br />= 115 SQ. IN. PER VENT <br />352.56 /115 <br />TOTAL# OF VENTS REQUIRED <br />= 3.06574 <br />TOTAL# OFVENTS PROVIDED <br />= 4 <br />'AREA OF ATTIC ISTHE PERIMMER OF THE HOUSE, LESS THE OVERHANG <br />( EXTERIOR OF WALLTO EXTERIOR OF WALL, <br />NO OVERHANGS INCLUDED) <br />IA' THICK 2 COAT CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY- <br />4'a4' GALV. 'L'-TYPE <br />PLAS14NG GET N <br />ROOFNG CEMENT <br />FIBERGLASS SHINGLES <br />WANDERLAYMENT AS PER FSCR <br />2X6 GYP PT LEDGER W <br />808.1.L ROOF SHEATHING THICKNESS <br />1/2'xS' THREADED ADD 32' <br />AS PER "ET SNL SECURED PER <br />OC. 4 WTHN W OF EACH <br />FASTENER SCHEDULE <br />END MAX SET N SIMPSON <br />GII"IP80N L8U-26 <br />Hr.14 STRENGTH EXPDXI' <br />RM. fP ! •VJ <br />6' MN MIMED. <br />2z6 6YP RAFTERS 001 <br />PRE-ENG'D TRUSS <br />(PER ELEV.) <br />ROOF SLOPE PER -- <br />ELEVATION <br />2X6 GYP LEDGER UU <br />MR 1/16' 06B SHEATHING <br />E <br />THREADED ROD <br />GUSSET TO BE SECURED TO <br />32 o � WITHIN 6' OF <br />2X6 MEMBERS W/ Sd NAILS <br />H <br />EACH <br />MACH END MAX SET N <br />3. OL. • PERIMETER 1'-4' <br />8MP60N HIGFI STRENGTH <br />SIMPSON LUS-26 W/ (4) IOd'. 2'-0• <br />EXPDXY W MN EMBED. <br />TO LEDGER AND (2) Imd'. <br />CFNANEL FOR SOFFIT <br />TO 2x6 "ST <br />U U OVERHANG DETAIL <br />A SCALE: 1/2 . I'dd' <br />F-1 <br />A d iv ENGNEERED WOOD TRLIWS • 24' O.C. <br />SUBMIT SHOP DRAUMNG6 SEALED BY <br />9'-4 3/4' 2ND �, 3 `�' �' ''' I- 9'•4 3/4' 2ND PROFEBGIONAL ENGINEER FOR REVIEW ! <br />PAN FLR4�- --- ----- ----- ---- -FIN.FLR AND COMMENTS <br />8'-0' 1ST FLR4, ,18'-0' IST FLR. TRUCI'L'TXTURWOODAL <br />GHEArHNG SEE <br />BRG�. Fi LT. - --- ----- ------------- -� B 2ND FLR T. <br />b' R HLEVJ - — - - <br />AOOFNG AND FLASHING W/ DRIP TRNN 6TRAP6.MD ANCOMM <br />EDGE PER r'PFR WARNlANTM[ @ STIlNC1URAL <br />REGUIREMENTS <br />WRAP FASCIA WTH BREAK MET <br />AL M'GT BOND �'0M <br />06 NIl1CTiML <br />m 0_ b0, 2r4• WOOD FASCIA SEE <br />S S H STIR CTURAL FOR FASTENERS <br />VENTED 80F'PIT PER ATTIC CALC'S <br />I!N THICK, 2 COAT CEMENT PLASTER <br />0'-PJ" FIN. FLR4, ,L0'-D' FIN. FLR. APPLIED DIRECTLY TO MASONRY <br />_ _ — _ _ — — - — - — _ RAISED TRIM PER ELEVATIONS <br />2ND RR WINDOW PER PLAN <br />R RAKE SOFFIT DETAIL <br />.REAR ELEVATION-H +� SCALE, 1/2 - F-m' <br />SCALE, 114' . I'-& TEXTURED FINISH <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774�78 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA k: 000332Ei <br />y <br />Pi <br />Q <br />o <br />F <br />C <br />m <br />A <br />n <br />SVHDIV. ao LrOT <br />14 <br />ABBOTT PARK <br />LOT #5 <br />BLK. #13 <br />PROJECT# <br />04181.000-05131 <br />1RODEL4 <br />2554- E301- <br />"DARWIN" <br />GARAGE 81111INO: <br />RIGHT <br />PAGE: <br />FRONT & <br />REAR <br />ELEVATION" H" <br />160 MPH EXP. C <br />