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8015 Sail Clover Ln
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8015 Sail Clover Ln
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Last modified
3/21/2025 2:04:37 AM
Creation date
2/24/2025 9:35:57 AM
Metadata
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Building Plans
Street #
8015
Location
Sail Clover Ln
Contractor
D R Horton
Building Plans - Permit #
22255
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26'-6' BLD HGT <br />j 12 <br />gl <br />SHINGLE <br />ROOF <br />6' RAISED <br />BAND(TYR) <br />t'-m i II II n <br />W RAISED BAND U [I tl <br />46 FYI" <br />BKTIIX11 OR <br />S' RAISED <br />6' RABISED I IEEI EQUIVALENT <br />AND v <br />SHINGLE <br />12 ROOF <br />BAND <br />10'-0 3/4' 2ND <br />ao <br />COACH _ 4' RAISED <br />LIGHT 0 I I BAND (TYP.) <br />III <br />�0 <br />II <br />0'-0' FIN. FLR 0'-0' FIN. FLR <br />FRONT ELEVATION <br />SCALE: 1/4 - 1--0' TEXTURED FINISH 'TUSCAN' <br />12 <br />OFF RIDGE� T �S <br />'LR _ ,SIB'.-8' 2ND FLR <br />4GT. B� Ri. HGT. <br />II ❑ <br />II <br />�I <br />II A <br />2ND I f° 10'-0 3/4' 2ND <br />_ — - — - — - — - — _ -�_ <br />°LR FIN. FLR <br />FLR 8'-8' 1ST FLR <br />aGT. --------------- - - - - BRG. HT <br />45 <br />II r <br />REAR ELEVATION <br />SCALE: 1/4 - I'-0' TEXTURED FINISH <br />AREAOFATTIC <br />= 1425 SCL FT. <br />NET FREE VENTILATION AREA REQURED <br />= 1/3w <br />REQUIRED VENTILATION AREA <br />1425 /3M <br />= 4.75 <br />VENTILATION AREAX SO, INCHES PER FT.(144) <br />= 684 SQ IN. <br />"N. REQURED VENTILATION <br />= .SX 684 <br />IN LIPPER PORTION OF ATTIC <br />- 342 SQ IN. <br />OFF RIDGE VENTILATION AREA <br />115 SO, IN. FERVENT <br />342/115 <br />TOTAL#OF VENTSREQLARED <br />= 2.97391 <br />TOTAL#OF VENTSPROVIDED <br />3 <br />•AREAOF ATTIC ISTHE PERIMITER OF THE HOUSE, IESSTHE OVERHANG <br />tEXTERIOROF WALLTO EXTERIOR OF WALL, NOOVERHANGS INCLUDED) <br />tR' T141M 2 GOAT C lENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRI- <br />4'R4' GALV. 'L'-TYPE <br />PLAS14NO SET N <br />�oFR+b cEneNT <br />FIOERGLASS 814NGLE8 OVER -M PELT <br />7X6 SYP PT LEDGER W) <br />PAPER ON VI6' OAH. SHEAT-11 OR <br />V2'R6' THREADED ROD 32' <br />V2' CDX PLYUIOOD 6ECURED PER <br />O.G. 4 UTNN 6- OP EACH <br />NAILNG SCHEDULE <br />END MAX. SET N 6P1P60N <br />TOP OF DOMD OM <br />2ND PINL PLR lPER ELEVJ , <br />NIGH STRENGTH EXPDXY <br />s. a' MN EPIEEO. I <br />LOU-26 \ <br />7xb SYP RAFTERS OR <br />PIE-ENG'D TRImB <br />(PER ELEW <br />ROOF SLOPE PER --�- <br />�► <br />VI6 OSIS SM-TI41M <br />GUSET TO OE SECURED TO <br />04ANIEL PC 60PPIT <br />2X6 MEMEE!R8 iW Sd NAILS <br />3' OG. • PERIMETER <br />LUS26 SV (4) Wd'S <br />I'-4' <br />TO LEDGER AND (2) IOd'i <br />TO 2x6 JOIST <br />2'_0' <br />2X6 SYP PT LEDGER IUD <br />e <br />V2'XW TH ADED ROD 32' <br />O.C. 4 UTNN 6' OF EACH <br />END MAX, ET N SIMP80N <br />NOW 6TRENGTW EXPDXY 6' <br />MN EMDED, <br />OVER <br />ETAIL <br />A AlI/4 <br />SCALE: - 11.0• <br />1441 N. RONALD RFAGAN BLVD <br />LONGWOOD, FL32760 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />x <br />R <br />� <br />G <br />s lunviv, de LOT: <br />ABBOTT PARK <br />LOT ##5 <br />BLK ##7 <br />PROJECT# <br />04181.000-05071 <br />MODEL <br />3EEB <br />"2260-ELSTON'F <br />CSARACE gVnNC: <br />LEFT <br />PACE: <br />FRONT & REAR <br />ELEVATION <br />"H„ <br />160 MPH EXP. C <br />pp.nrr "Moll <br />DAM 09/12/19 <br />SCALE: 1/4"=1'-0" <br />8*1EET <br />A3 H <br />
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