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7926 Sail Clover Ln
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7926 Sail Clover Ln
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Last modified
3/20/2025 8:57:07 PM
Creation date
2/24/2025 9:27:38 AM
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Building Plans
Street #
7926
Location
Sail Clover Ln
Contractor
D R Horton
Building Plans - Permit #
462
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96' TRIM <br />-smo <br />VRAISED <br />= _ <br />4 15AND <br />FYPON <br />DECORATIVE <br />SHUTTER OR <br />EQUIVALENT <br />i' RAISED <br />BAND <br />V-4 3/4'� <br />2ND FIN. FLR' <br />B'-C' CLG. HGT.,- <br />OPT. COACH—�\ <br />LIGHT <br />Il'-4' 2ND FL, - <br />BRCa. HGRT. <br />,. <br />9'-4 3/4' 2ND FLR, <br />FIN. FLR/BRG. HGT. <br />-- <br />0'-0' FIN. FLR, -- <br />4 <br />----------_fix------ <br />------------------- F= <br />FRONT ELEVATION <br />SCALE. 1/4 - V-0' TEXTURED FINISH <br />12 <br />S _ / <br />OPF RIDGE VENT OFF RIDGE VENT <br />FYPON IVX48' <br />DECORATIVE <br />SHUTTER OR <br />EQUIVALENT <br />_ Il'-4' 2ND FLR. <br />4"BEG. HGT. <br />1 <br />I <br />I FYPON <br />BKTIIXII OR <br />I <br />I EQUIVALENT <br />4' RAISED <br />BAND <br />I <br />I <br />I i' RAISED <br />I <br />I BAND (TYPJ <br />I V-4 3/4' <br />- <br />- - <br />2ND FIN, N FLR <br />-0' HGT. <br />P. <br />• ENT R1 <br />I 4B <br />I <br />I <br />I <br />I <br />I TYP. <br />I <br />I 4• RAISED <br />? <br />BAND (TYP.) <br />� <br />I <br />I <br />8' RAISED <br />I <br />I BAND (TYP.) <br />I <br />I <br />_ gym'-mq FIN. FLR. <br />AREA OF ATTIC <br />15115 SO, FT. <br />NET FREE VENTILATION AREA REQUIRED <br />= 1/300 <br />REQUIRED VENTILATION AREA <br />= 1583/300 <br />® 5.28 <br />VENTILATION AREA X SO, INCHES PER Fr.(244) <br />760.8 SQ. IN. <br />MIN. REQUIRED VENTILATION <br />.SX 7601 <br />IN UPPER PORTION OF ATTIC <br />= 340.4 SO, IN. <br />OFF RIDGE VENTILATION AREA <br />125 SO. IN. PER VENT <br />380.4 /115 <br />TOTAL# OF VENTS REQUIRED <br />= 3.30783 <br />TOTAL# OF VENTS PROVIDED <br />= 4 <br />-AREA OFATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG <br />EMERIOROFWAU To EXTERIOR OF WAU, NO OVERHANGS INCLUDED <br />_ 01114 ' 2ND FLR <br />TFKs <br />E <br />� II <br />I I In' THICK 2 COAT CEMENT <br />I I PL,biER APPLIED <br />d d I I DIRECTLY TO MAeoNRY <br />E' )- I I 4SA'GALv.'L'-TYPE <br />A r" 1- I I ILASHNG SET IN <br />I I RDDFNG CEMENT <br />I I FlDEICLA" SWW40LEG OVER •50 FELT <br />PAPER [OR APPROVED EQUIVALENT 2X6 SY1• Pt LEDGER W <br />3/4' 2ND FLR TO MEET ASTM 02264 D406S! ON T/K' ypyV' rlaeensD WO 37' <br />-------------- - ----- - --- r-- OAA SIEATHNG OR V)' COX <br />FIN. _LRG. HGT. PLYWOOD SECURED PER NAILNG O.C. 4 41THN 6' OF EACH <br />I I ,�8'-0' CLG. HGT. 8C1lpULE END MAX SET N SIMPSON <br />-- --- -------------------------- r--� WON STRENGTH EXPDXY <br />I'-0' I I 2ND FN. FLR [PER ELEYJ <br />I 4B L�-K <br />F- SYP TE RAFRS OR <br />I I TYP. ?N" ILL R188 D T <br />aD �p I I EW <br />ROOF SLOPE PER -- <br />I I ELEVATION _ <br />I I MGUSSET TO OE SECURED TO C -WML FOR SORRT <br />I I 2X6 MQ'15M W Sd NAILS <br />I I V O.C. • PERIMETER <br />0'-O'FIN.FLR LUS-26uv(4)IOd <br />-- '------------------ _ --- L--' T022 JOISAND[2)IOdY <br />2x6 6YP PT LEDGER LIM <br />L02W TWIN ADED ROD 3Y <br />OC. 4 WTHN 6. OF EACH <br />END MAX SET N 6""ON <br />HIGH STRENGTH EXPDXT 6' <br />MN MWO. <br />REAR ELEVATION A OVERHANG DETAIL <br />SCALE: 1/4 . I'-0' TEXTURED FNISH SCALE: V2 • I'-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA C 000332E <br />s <br />SVHDIV. & IAT <br />ABBOTT PARK <br />LOT #1 <br />BLK. #9 <br />PROJECT <br />04181.00E-01091 <br />MODEU <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 23TIMO: <br />LEFT <br />PAGE: <br />FRONT <br />& REAR <br />ELEVATIONS <br />DK" <br />160 E C <br />
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