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SHINGLE <br />FYPON IS•X48' <br />DECORATIVE <br />SHUTTER OR <br />ECMIVALENT <br />17'-4' 2ND FLR.1 <br />ERG. HGT. <br />b' RAISED <br />BAND (TYP.), <br />2ND FIN. FLR <br />8'-0' ERG. HG71 _ <br />® ENTRY <br />4' RAISED <br />BAND (TYP.) <br />0'-0' FIN. FLR., <br />Il'-W 2ND FLR. <br />9'-4' 3/4' 2ND FLR. �, <br />I <br />I <br />I <br />i <br />I <br />I <br />I <br />I <br />FIN. FLRABRG. HGT. <br />_ <br />—7 <br />S'-0' GLG. HGT,A <br />I <br />TYP. <br />I <br />I <br />I <br />0'-0' FIN. FLR, <br />I <br />I <br />I <br />■■IIII,m■ ■■ <br />FRONT ELEVATION-J <br />SCALE, 1/4 . I'-0' TEXTURED FINISH <br />REAR ELEVATION-J <br />SCALE: 1/4 x V-0' TEXTURED FINISH <br />25'-4' BLDG. HGT <br />-LAP SIDING AS <br />_ A 5'-4 3/4' <br />2ND FIB <br />GLG. HGT. <br />A IT-4' 2ND F L R <br />- BRGT. <br />-4' 3/4' 2ND FLR <br />I. <br />FLR/BR's. HGT. <br />,gV-0' GLG. NGT. <br />-- o0 OF FIN. FLR. <br />AREAOFATTIC <br />= 1585 SQ. FT. <br />NET FREE VENTILATION AREA REQUIRED <br />1/ 300 <br />REQUIRED VENTILATION AREA <br />= 1585/300 <br />= 5,28 <br />VENTI LOTION AREA X SO, INCHES PER FT.(144) <br />= 760.8 SQ. IN, <br />MIN. REQUIRED VENTILATION <br />= .Sx 7603 <br />IN UPPER PORTION OF ATTIC <br />380.4 SQ IN. <br />OFF RIDGE VENTILATION AREA <br />= 115 SO IN. PER VENT <br />380.4 /115 <br />TOTAL#OF VENTS REQUIRED <br />= 3.30783 <br />TOTAL# OF VE NTS PROVIDED <br />= 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 />1/2' TRICK 2 COAT CEMENT <br />RASTER APPLIED <br />DIIGECTLY TO MASONRY <br />4'"' GALV. 'L'-TYPE <br />N R-ASHG SET M <br />ROOFING CEh1ENT — <br />FEERSA ABB SHMLES <br />WAMDERLAYPIENNT AS PER FBCR SYP PT LEDGER W/ <br />eBD.11 ROOFSFIEATHMG 7FNCIPE88\N,�ff2X& <br />1/2'xb' TI.IREADED ROD 32' <br />AS MR SWEET SNL SECURED PER O.C, 4 WITHN 6' d' EACH <br />FASTENER SCHEDULE END MAX SET N 891PSON <br />SMIPBON LBU-76 , HIGN STRENGTH EXPDXY <br />3ND PRL R L (PER ELEVI \\Kim W MN EMM= <br />2.6 STP RAFTERS OR <br />ROOF ELOPE PER --- <br />I <br />ELEVATION <br />2X6 Sl'P Pr LEDGER 81/ <br />MIN. T/16. O66 SHEATHNG <br />I/2'x8' TFREA�DED ROD <br />GUSSET TO BE BE011GED TO <br />32' OG. 4 WITHN W OF <br />2X6 MEPOERS W7 Aid NAILS <br />EACH END MAX SET IN <br />3. or, • PERIETER <br />I'-4' <br />SIMPSON HIGH STRENGTH <br />GRIP 5CH LUO-26 UV (41 10d. <br />2 -0, <br />EXPDXY 6' MN EMBED. <br />TO LEDGER FN O (2) I0d'. <br />TO 2.6 JOIST <br />cwwNEl_ FOR SOFFIT <br />OVERHANG DETAIL <br />ENGINEERED WOOD TRUSSES • 24' Or- <br />BIEMIT SHOP DRAWRIGB SEALED BY <br />PROFESBICNAL ENGINEER FOR RENEW <br />AND COMMENTS <br />PLYWOOD SHEATHING SEE <br />SrRdGTURAL <br />1N W T. <br />- <br />ROOFNG AND FLASHING UV DRIP <br />TRIM 6TR.M AND ANCIIOFB <br />EDGE PER MPFR. WARRANTEE <br />!EE STRIeTwµ. <br />REQUIREMENTS <br />WRAP FASCIA WITH BREAK METAL <br />MASCSNW 001 man <br />b0, 2x6 WOOD FASCIA SEE <br />STRUCTURAL FOR FASTENERS <br />YBNTED SORIT F" ATTIC CALC'8 <br />V2' THICK, 2 COAT CEMENT PLASTER <br />APPLIED DIRECTLY TO MASONRY <br />RAISED TRIM PER ELEVATIONS <br />2ND FLR UNDOW PER PLAN <br />RAKE <br />SOFFIT DETAIL <br />B <br />SCALE: V2 • I'-0' <br />1441 N, RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />wwwabdesigngroup.com <br />AA 8: 0003325 A <br />m <br />' <br />C <br />F <br />�+ <br />_ <br />AMID <br />BueDLV. Ae LNOT <br />ABBOTT PARK <br />LOT #19 <br />BLK #12 <br />PHASE #4C <br />PROJECT# <br />04181.04C-19121 <br />MODEL. <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 9WD;G: <br />RIGHT <br />PAGE: <br />FRONT & <br />REAR <br />ELEVATION "J" <br />160 MPH EXP. C <br />D � 02/08/22 <br />8CALM: 1/4"=1'-0" <br />9IiEET <br />A3J <br />