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25'-4' BLDG. HGT. <br />BR.. <br />1 ■■ 1 i ■■ ' 1 1 MEN <br />4' RAISEDNEI ■■ IIIIIIII ■■ ■■ <br />■■ ■■ ��uuu ■■ ■■ <br />2ND FIN. FLR <br />S'-O' GLG. WGT. <br />■■ ■■ , <br />IT'-4' 2ND FLRA, _ <br />BRG. HGT. <br />I'. <br />V-4 3/4' 2ND FLR , <br />FIN. FLRJBRG. WGT. <br />8'.0' GLG. WGT. <br />0'-O' FIN. FLR.s -- <br />FRONT ELEVATION <br />SCALE: 1/4 • P-0' TEXTURED FINISH <br />REAR ELEVATION <br />SCALE: 1/4 • V-0' TEXTURED FINISH <br />FYPON IVX46' <br />_,----_DECORATIVE <br />SHUTTER OR <br />EQUIVALENT <br />2ND FLR- <br />BRGT. <br />BKTIIXIT OR <br />EQUIYALENT <br />W RAISED <br />BAND (TYP.) <br />9'-4 3/4' <br />2ND FIN. FLR. <br />o ENT <br />I <br />I 45 <br />TYIP. W RAISED <br />I <br />BAND (TYP.) <br />O' RAISED <br />BAND (TYP.) <br />I <br />A0'-0*FIN• FI-R. <br />�1-B-4I'' 2ND FLR <br />T. <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />3/4' 2ND FLR. <br />r-- FIN. FLR/Bi3.#. HGT. <br />-O' GLG. HGT. <br />r--� <br />4B <br />1 <br />1 TYP. <br />L__o0� O'FN.FLR. <br />AREAoFArnc <br />= 1585 Sa FT. <br />NET FREE VENTILATION AREA REQUIRED <br />= 1/300 <br />REQUIRED VENTILATION AREA <br />= 15M/300 <br />= 5.28 <br />VENTILATION AREA X SO, INCHES PER FT.(144) <br />= 760.8 SO. IN. <br />MIN. REQUIRED VENTILATION <br />.5X 760.8 <br />IN UPPER PORTION OF ATTIC <br />- 380.4 SQ. IN. <br />OFF RIDGE VENTILATION AREA <br />= 115 Sa IN. PER VENT <br />380A /115 <br />TOTAL# OF VENTS REQUIRED <br />= 3.30783 <br />TOTAL# OF VENTS PROVIDED <br />= 4 <br />'AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG <br />EXTERIOR OF WALLTO EXTERIOR OF WALL,NO <br />OVERHANGS INCLUDED <br />In' THICK 2 COAT CEMENT <br />RASTER APPLIED <br />DIRECTLY TO MABONRY <br />4'x4' GALV. L'-TYPE <br />FLASHING BET M <br />ROOFING CEMENT <br />FIBERGLASS BNMGLEB <br />WNNDERLAYMENT AS PER FBCR <br />2X6 8YP PT LEDGER W) <br />908J1 ROOF BHEATNMG TNIOIQJESS <br />IM.W THREADED ROD 32' <br />AS PER SHEET BNI. SECURED PER <br />Or-4 WITHIN 6. OF EACH <br />FASTENER SCHEDULE <br />END MAX SET IN OPI-SON <br />SWIPS0N LSU-26—� <br />HIGH!STRENGTH EXPDXY <br />OR <br />ROOF ELOPE PER <br />ELEVATILN <br />2X6 sYP PT LEDGER WJ <br />MM. T/16' OSD SHCATHMG <br />I/2'x8' THREADED ROD <br />GIJSSEi TO SE SECURED TO <br />32' OZ. 4 UTNM 6' OF <br />MISERS IOERS ILV Sd NAILS <br />EACH END MAX SET IN <br />3. O.D. • PERIMETER <br />I'-4' <br />sIMPSON 41GN STRENGTH <br />SK IP60N LUS-26 W/ (4) Wd'6 <br />2 -0. <br />EXPDXY W MN EMBED. <br />TO LEDGER AND (2) Wd'# <br />TO 2x6 J016T <br />CHANNEL FOR SOFFIT <br />OVERHANG DETAIL <br />A SCALE: 1/2 • I' <br />ENIGMEERED WOOD TRJBBES • 24' O.C. <br />SUBMIT 6140P DRAWINGS SEALED BY <br />MWFESWIONAL ENGNEER FOR REVIEW <br />AND COMMENTS <br />PLYWOOD SNEATHNG SEE <br />STRUCTURAL <br />DR^ HGi. ,L <br />(PERELEW P---- <br />MAW <br />- <br />ROOFMG AND PLASNM6 WY DRIP <br />TR18a STRAPS AND A/IC110R0 <br />EDGE PER M!!R WARRANTEE <br />ME aT�Mr4L <br />REQUIREMENTS <br />WRAP FASCIA WITH BREAK METAL. <br />nAAONRY BOND <br />#u 6TI44TURAL <br />ecaMl <br />Ix2, 2x6 WOOD FASCIA SEE <br />STRUCTURAL PM FASTENERS <br />VENTED 80FFIT PER ATTIC CALC's <br />I' <br />VI' THIQC 2 CAST DEMENT PM.ASTER <br />APPLIED DIRECTLY TO MASONRY <br />RAISED TIISM PER ELEVATI" <br />2ND FLR WINDOW PER RAN <br />RME <br />SOFFIT <br />DETAIL <br />B <br />SCALE: I' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />a <br />N <br />Z <br />q <br />:Q16`R <br />C <br />0 <br />W <br />00 <br />aL7HDIV. & LJOT <br />ABBOTT <br />PARK <br />LOT# 28 <br />BLK# 7 <br />PROJECT# <br />04181.000-28071 <br />MODELA <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 911MG: <br />LEFT <br />PAGE: <br />FRONT & <br />REAR <br />ELEVATION <br />1, H" <br />60 MPH EXP. <br />lK <br />PRINE <br />21 <br />awTE <br />aCAL— 0" <br />8HEE <br />A <br />