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+/-23'-11" h _ _ _ _ _ _ _ <br />SLDG. HGT. <br />�M'w <br />4" RAISED — <br />BAND (TYR) <br />SHINGLE ROOF <br />FYPON BKTIIXI-I <br />OR EQUIVALENT <br />r I� <br />8" RAISED <br />BAND �, 12 <br />1 <br />9'-4 3/4" 2ND _ _ _ `" _ _ _ _ _ 5 _ _�9'-4 3/4" 2ND <br />FIN. FLR. _ _ FIN. FLR. <br />S'-0" 1ST FLR. — — _ S '-0" 1ST FLR. <br />BRCS. HGT. BRG. HST. <br />4' RAISED BAND <br />BAND (TYR) <br />ICI Ili ICI ICI MI�� � � :�4' RAISED BAND <br />IT-4" 2ND FLR.OL <br />BRCS. HGT. 1'-0 <br />9'-4 3/4" 2NDoL <br />FIN. FLR. <br />S'-0" 15T FLR. <br />OL <br />BRG. HGT. <br />0'-0" FIN. FLR. <br />oL <br />`-LINE TO BE <br />SCORED <br />FRONT ELEVATION - <br />SCALE: 1/4 = 1'-0' TEXTURED FINISH <br />TEXTURED FINISH <br />IT-4" 2ND FLR. <br />BRCS. HGT. <br />013'-4 3/4" 2ND <br />FIN. FLR. <br />S'-0" 15T FLR. <br />BRG. HGT. <br />0'-O" FIN. FLR. <br />AREA OF ATTIC = 1451 SQ. FT. <br />NET FREE VENTILATION AREA REQUIRED = 1/ 300 <br />REQUIRED VENTILATION AREA = 1451 /300 <br />4.84 <br />VENTILATION AREA X SQ. INCHES PER FT. (144) = 696.48 SQ. IN. <br />MIN. REQUIREDVENTILATION = .5X 696.48 <br />IN UPPER PORTION OF ATTIC <br />348.24 SQ. IN. <br />OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT <br />348.24 /138 <br />TOTAL#OF VENTS REQUIRED = 3.02817 <br />TOTAL# OF VENTS PROVIDED = 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' THICK, 2 COAT CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />4'x4' GALV. 'L'-TYPE <br />FLASHING SET IN <br />ROOFING CEMENT <br />FIBERGLASS SHINGLES OVER 030 FELT <br />PAPER ON 1/16' O.S.B. SHEATHING OR <br />1/2' COX PLYWOOD SECURED PER <br />NAILING SCHEDULE <br />TOP OF BOND BM <br />2ND FIN. FLR. (PER ELEV.) <br />LUS26 <br />2x6 SYP RAFTERS OR <br />PRE-ENG'D TRUSS <br />(PER ELEV.) <br />ROOF SLOPE PER - —1 <br />ELEVATION <br />MIN. 1/16' OSB SHEATHING <br />GUSSET TO BE SECURED TO <br />2X6 MEMBERS W/ Sd NAILS <br />3' O.C. ® PERIMETER <br />LUS26 W/ (4) I0d's 1'-4" <br />TO LEDGER AND (2) 10d's <br />TO 2x6 JOIST 2' - 0' <br />2X6 SYP PT LEDGER Wl--X7 <br />1/2'x8' THREADED ROD 32' <br />O.C. t WITHIN 6' OF EACH <br />END MAX. SET IN SIMPSON <br />HIGH STRENGTH EXPDXY 6' <br />MIN EMBED. <br />f <br />SCALE: 1/2 = 1'-0' <br />ENGINEERED WOOD TRUSSES ® 24' O.G. <br />SUBMIT SHOP DRAWINGS SEALED BY <br />PROFESSIONAL ENGINEER FOR REVIEW <br />AND COMMENTS <br />PLYWOOD SHEATHING SEE <br />STRUCTURAL <br />2ND FLR BRG. HGT. ,l <br />(PER ELEV.) I' <br />ROOFING AND FLASHING W/ DRIP-� <br />EDGE PER MNFR. WARRANTEE <br />REQUIREMENTS <br />WRAP FASCIA WITH BREAK METAL <br />Ix2, 2x6 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 />SCALE: 1/2 = 1'-0' <br />2X6 SYP PT LEDGER W/ <br />I/2'x8' THREADED ROD 32' <br />O.C. E WITHIN 6' OF EACH <br />END MAX. SET IN SIMPSON <br />HIGH STRENGTH EXPDXY <br />i . AAI►1 CAAQ CTI 1 <br />CHANNEL FOR SOFFIT <br />TRUSS STRAPS AND ANCHORS <br />SEE STRUCTURAL <br />MASONRY BOND BEAM <br />SEE STRUCTURAL <br />Jim <br />1441 N. RONALD REAGAN I3LVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />W <br />� <br />� <br />Cl <br />= <br />u <br />i <br />W <br />O <br />_ <br />Q <br />w <br />'Da <br />:z. <br />C4 <br />I <br />cA <br />OC <br />N <br />N <br />ocLu <br />w <br />Cl <br />[� <br />r <br />0 <br />A <br />SUBDIV. 8e LOT: <br />ABBOTT <br />PARK <br />LOT #36 <br />BLK #9 <br />PROJECT# <br />04181.000- 36091 <br />MODEL: <br />3EFB <br />"2447- ROBIE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FRONT & <br />REAR <br />ELEVATION "H" <br />60 MPH EXP. C <br />PRINT 05 26 20 <br />DATE: <br />SCALE: 1/4" <br />SHEET <br />A3H <br />1!77 l 2".i_I I .I IIIL i6 ' i.. 11 1 1 <br />