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7795 Davie Ray Dr
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7795 Davie Ray Dr
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Last modified
3/21/2025 2:05:43 AM
Creation date
2/27/2025 11:29:14 AM
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Building Plans
Street #
7795
Location
Davie Ray Dr
Contractor
DR Horton
Building Plans - Permit #
386
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+/-23'-11' h _ <br />5LDG. HGT. <br />17'-4' 2ND FLR. <br />SRC . HnT. <br />11-011 <br />FYPON <br />DECORATIVE <br />SHUTTER OR <br />EQUIVALENT <br />4' RAISED <br />BAND (TYP.) <br />9' - 4 3/4" 2ND <br />oL <br />FIN, FLR. <br />S'-0" IST FLR.O_ <br />5Rn. HnT. <br />COACH <br />L IGHT <br />6' RAISED — <br />BAND (TYR) � <br />0'-0" FIN. FLR. <br />1-f'-4" 2ND FLR.OL <br />5RC%. HGT. 1' - 0' <br />9'-4 3/4" 2NDoL <br />FIN. FLR. <br />0'-0" 1ST FLR. <br />oL <br />5RCx. HCsT. <br />0'-0' FIN. FLR. <br />OL <br />TYP. <br />M �111 III No �111 <br />NEI MR <br />�t <br />f <br />12 <br />::�151 <br />LINE TO <br />SELEVATION_ <br />CORED <br />SCALE: 1/4 = 1'-0' TEXTURED FINISH <br />REAR ELEVATION <br />TEXTURED FINISH <br />ROOF <br />,L17'-4" 2ND FLR. <br />"'5RG. HGT. <br />FYPON IVX50' <br />DECORATIVE <br />SHUTTER OR <br />EQUIVALENT <br />_ 9'-4 3/4' 2ND <br />FIN. FLR. <br />S'-0" 1ST FLR. <br />SRG. HnT. <br />4' RAISED <br />BAND (TYP.) <br />,LO'-O" FIN. FLR. <br />,417-4" 2ND FLR. <br />—v5RCz. HGT. <br />'3'-4 3/4" 2ND <br />FIN. FLR. <br />8'-0" 15T FLR. <br />SRI�. HGxT. <br />O'-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 PERI MITER OF THE HOUSE, LESS THE OVERHANG <br />(EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) <br />1/2' THICK, 2 GOAT 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 FELL <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 i <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.G. 0 PERIMETER <br />LUS26 W/ (4) 10d'e <br />TO LEDGER AND (2) 10d'6 <br />TO 2x6 JOIST 2'-0" <br />2X6 SYP PT LEDGER W/ <br />1/2'xS' THREADED ROD 32" <br />O.C. t WITHIN Co' OF EACH <br />END MAX. SET IN SIMPSON <br />HIGH STRENGTH EXPDXY 6' <br />MIN EMBED. <br />2X6 SYP PT LEDGER W/ <br />1/2'xS' THREADED ROD 32' <br />O.C. < WITHIN 6' OF EACH <br />END MAX. SET IN SIMPSON <br />HIGH STRENGTH EXPDXY <br />0 MILI CM1'2CP'� I <br />L FOR SOFFIT <br />smimma u, =--sm <br />SCALE: 1/2 = I'-0' <br />ENGINEERED WOOD TRUSSES • 24' O.C. <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. <br />(PER ELEV.) Y f <br />ROOFING AND FLASHING W/ DRIPf <br />EDGE PER MNFR WARRANTEE <br />REQUIREMENTS <br />WRAP FASCIA WITH BREAK METAL <br />I4, 2x6 WOOD FASCIA SEE <br />STRUCTURAL FOR FASTENERS / <br />VENTED SOFFIT PER ATTIC CALC'S J <br />1/2' THICK, 2 GOAT CEMENT PLASTER <br />APPLIED DIRECTLY TO MASONRY <br />RAISED TRIM PER ELEVATIONS �J <br />2ND FLR WINDOW PER PLAN <br />L 1 v E" S 01F, <br />F <br />SCALE: 1/2 = 1'-0' <br />TRUSS STRAPS AND ANCHORS <br />SEE STRUCTURAL <br />MASONRY BOND BEAM <br />SEE STRUCTURAL <br />m1111 1-1- X i <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 Id <br />ti <br />w <br />p <br />UJ <br />U <br />0 <br />W <br />03 <br />} <br />Q <br />v <br />01 <br />0 <br />a <br />ti <br />SUBDIV. & LOT: <br />ABBOTT <br />PARK <br />LOT #38 <br />BLK #9 <br />PROJECT# <br />04181.000- 38091 <br />MODEL: <br />3EFB <br />"2447- ROBIE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FRONT & <br />REAR <br />ELEVATION "G" <br />60 MPH EXP. C <br />PRINT 05 26 20 <br />DATE: <br />SCALE: 1/41' = 1'-0" <br />SHEET <br />Ant oil (low <br />
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