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7827 Davie Ray Dr
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7827 Davie Ray Dr
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Last modified
3/21/2025 6:25:46 AM
Creation date
2/19/2025 12:21:56 PM
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Building Plans
Street #
7827
Location
Davie Ray Dr
Contractor
DR Horton
Building Plans - Permit #
22498
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23'-II' BLD I-GT* <br />12 <br />SHINGLE <br />ROOF <br />r-0• I 1 <br />I8'X63' RATION 1 MomE001MomDECORATIVE DECORATIVE <br />SHUTTER OR SHUTTER OR <br />EQUIVALENT I I v EQNVALENT <br />6' RAISED <br />E/AND — - 1212 j <br />9'-4 3/4' 2ND `�'9'-4 3/4' 2ND <br />FIN. FLR I. <br />FLR <br />8'-01 IST FLR IST FLR <br />BRG.FKaT. -- --------------- - BRG.HG7. <br />COACH IE <br />LIGHT <br />I <br />I ( 8 tf0 4• RAISED <br />0o BANDlTYPJ <br />4' RAISED ESAND <br />v <br />9 <br />W-O' FIN. FLR O'-V' FIN. FLR <br />FRONT ELEVATION <br />SCALE= 1/4 . P.O. TEXTURED FINISH12 <br />'SPANIBH' <br />b <br />S <br />OFF RIDGE VENT <br />B TAP. <br />IT'-4. 2ND FLR ,`IT'-4' 2ND FLR <br />BRG. HGT. BRG�THG <br />II <br />II <br />F-1 <br />II r A <br />9.4 �_I I - — - — - — - — - — - — - ----- ---- -- 4 z"° <br />FIN. FLR FIN. FLR <br />8'-0' I6T FLR ,�B'-0' IST FLR <br />BEG. HGT. ----------------- --- - -- B"-YRG. W.T. <br />^ b. <br />� III <br />II <br />II <br />II <br />0'-O'FIN.FLR�. I_ _----_—_ <br />REAR ELEVATION <br />SCALE. 1/4 . I'-0' TEXTURED FINISH <br />AREA OF ATTIC <br />= 1425 SO. FT. <br />NET FREE VENTILATION AREA REQUIRED <br />1/300 <br />REQUIREDVENTILATION AREA <br />= 1425/300 <br />= 4.75 <br />VENTILATION AREA X SQ. INCHES PER FT.(1441 <br />= 68450. IN. <br />MN. REQUIREDVENTILATION <br />= .SX 684 <br />IN UPPER PORTION OF ATTIC <br />34250.1N. <br />OFF RIDGE VENTILATIONAREA <br />US SO, IN. PER VENT <br />342 /115 <br />TOTALAOFVENTS REQUIRED <br />= 2.9M <br />TOTAL R OF VENTS PROVIDED <br />3 <br />-AREA OF ATTIC IS THE PERIMTER OF THE HOUSE, LESS THE OVERHANG <br />(EXTERIOR OF WALL TO EXTERIOR OF WALL NO OVERHANGS INCLLAED) <br />V!' T141M 2 COAT CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MA804W <br />44L4' GALV. •L'-TYPE <br />FLASNN6 SET N <br />ROCFN6 CEMENT <br />RGEP t9LA" GHN6LEG OVER 90 PEL <br />2X6 SIT PT LEDGER W/ <br />PAPER ON TA6. 0*91. 6HEATHN6 OR <br />112'NS• THREADED ROD 32' <br />1/2, CDx PLYWOOD "CURED PER <br />O.C. a WTHN 6' OF EACH <br />NAILNG 60410 I <br />IND MAX. GIT N GRIF16ON <br />TOP OF <br />2ND PIN. FLR (PER ELEV.) <br />HIGH 6TREN6TN E)� <br />LGU-26 <br />2x6 GYP RAFTBRS OR <br />P4E-E4610 TIM" <br />(PER ELAY.) <br />_ <br />Ro�oF eLDPI� <br />ILIVATIOl1 <br />MN. TAG. OSD SI#ATHN6—�� <br />GUSSET TO BE SECURED TO <br />CHANNEL FOR SORIT <br />2X6 MEMI RM W/ 6d NAIL6 <br />3' O.C.. r4tw" 1 <br />LU626 UV (4) IBd'o <br />I'-4• <br />TO LEDGER AND (2) IOd% <br />TO 2x6 JOIST <br />2X6 6T'P Pr LEDGER UV <br />1/2'NS• THREADED ROD 32' <br />OIG. 4 UNTHN 6' OF EACH <br />B'ID MAX. GET N 66T6GN <br />HIGH STRENGTH EXPDXY 6' <br />MN EMBED. <br />OVERHANG <br />DETAIL <br />A <br />SCALE= 1/2 . Y-0' <br />IMNEERM WOOD TI%*M • 24' O.C. <br />&. MIT SWP ORAL~ GRACED BY <br />RWRI MONAL ENGNEER FOR REVIEW <br />AND w"ll re <br />PLYWOOD SHEATHGEE <br />STRUCTURAL <br />T. <br />[LIVJ - — - - <br />ROOFING AND PLASHRVi UV pRiP� —� oro 00 LOM <br />EDGE PER Mr+R Id41eRANTEe <br />IIeEYxJneEreNTs <br />ucRAP FASCIA wTH BREAK METAL � som <br />M2, 2x6 WOOD FASCIA 40 <br />GTIM CTURAL FOR FASTIPER6 <br />VENTED SOPFIT PER ATTIC CALC•6 <br />1/2' THICK 2 COAT CEMENT PLASTER <br />APPLIED D"REMY TD MA6GNR'Y <br />RAL6ED TRIM PER ELEVAVONG <br />2ND PLR WNDOW PER PLAN <br />RAKE SOFFIT DETAIL <br />B 6CALE= 1/2 . I'-O' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32760 <br />PH:407-774$078 <br />FAX 407-774-0076 <br />www.abd"gngroup.com <br />AA 111: 0003326 <br />a <br />a <br />sVHDM ec LOT <br />ABBOTT <br />PARK <br />LOT #42 <br />BLK #9 <br />PROJECT# <br />04181.000- 42093 <br />MODEIt <br />3EEB <br />"2260—ELSTON" <br />GARAGE SQING: <br />LEFT <br />PAGE: <br />FRONT & REAR <br />ELEVATION <br />F,GI, <br />60 MPH EXP. <br />
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