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7672 Sail Clover Ln
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7672 Sail Clover Ln
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Last modified
3/20/2025 7:23:43 PM
Creation date
2/24/2025 9:23:54 AM
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Building Plans
Street #
7672
Location
Sail Clover Ln
Contractor
D R Horton
Building Plans - Permit #
3302
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SHINGLE <br />ROOF <br />FYF'ON )S'X48' <br />DECORATIVE <br />SHUTTER OR <br />ECUIVALENT <br />IT'-4' 2ND FLR, _ <br />B�.RG HGTRCs HGT <br />6' RAISED <br />ELAND (TYP.) <br />V-4 3/4' �, <br />2ND FIN. FLR.(0 <br />8'-0' BEG. HGT, <br />o ENT <br />4' RAISED <br />BAND (TYP.) <br />0'-0' FIN. FLR 1411 <br />IT-4' 2ND FLR#, <br />B- <br />9'-4' 3/4' 2ND FLR <br />FIN. FLRIBRG. HGT. <br />B'-O' CLG. HGT,, _ I <br />I <br />TYP. I <br />I <br />I <br />I <br />I <br />I <br />0'-0' FIN. FLR, <br />25'-4' BLDG. HGT <br />-LAP SIDING AS <br />�A. <br />■■ <br />■■ <br />�' <br />- <br />1111■. <br />0, <br />I"' <br />I <br />■■ <br />I�� <br />- - <br />III, <br />= <br />FRONT ELEVATION <br />SCALE. V4 . I'-0' TEXnmD F ISH <br />REAR ELEVATION <br />SCALE: V4 . V-0' TEXTURED FINISH <br />9'-4 3/4' <br />- ND FIN. FLR <br />B'-0' CLG, HGT. <br />6' RAISED <br />ELAND <br />OPT. COACH <br />LIGHIT <br />,L 0'-0' FIN. FLR <br />F11g 2ND FLR <br />Fia. HGT. <br />9'-4' D FLR. <br />-- YFIN. 3/4" FLRJBR2NG. HCTT. <br />_ ,L0 0 FIN. FLR. <br />AMA OF ATTIC <br />= ISM SO, FT. <br />NET FREE VENTILATION AM RECRARED <br />11300 <br />KWIRM VMIILAnON AREA <br />1585 mm <br />= 5.28 <br />VENTLATION AREA SQ INCHES PER Fr.(144) <br />= 760U8 SQ IN. <br />NN. REQUIRED VENTILATION <br />= SX 78Qd <br />IN UPPER PORTION OFATTIC <br />380A 50. IN. <br />OFT RDOEVENTILATION AR FA <br />115 SG IN. PERVEM <br />380A /115 <br />ALi OF VENTS REQUIRED <br />130M <br />TOTAL i OFVENiS PROVIDED <br />AREA OFATiK 157NE PEBNTER OFTNE HOUSE, lffi THE OYBINANG <br />EMEROROF WALLTO E7fTERIOROF WA <br />NOOVERHANGSINCUIOED <br />IN' THICK 2 COAT CE <br />PLASTER APPLIED <br />DIRECTLY TO MABONiT----\ <br />45AW GALV. 'L'-TYPE <br />PLA614NS SET N <br />ROOFNG CEMENT <br />PIEERSLASS SHINGLES <br />WAlOERLAYYENf AS PER POOR <br />1061L ROOF SHEATNIM THICKNESS <br />AS PER SHEET SNL SECURED PER <br />FASTENER SCHEDULE <br />SIMPSON LSU-26� <br />2.16 6YP RAFTERS OR <br />PRE-ENGV TRU66— <br />MOO, SLOPE PE� <br />ELEVATION <br />MN 1/16' 06e SHEATHING <br />GUSSET TO BE SECIR4E0 TO <br />2X6 MEMBERS W1 Ad NAILS <br />Y = i PCRMETER— <br />OPV60N LU6.26 W/ (4) 10d'A <br />TO LEDGER MID (2) led's <br />To 2..6 JOINT <br />I'-4' <br />OG. 4 UNT14N 6' OF EACH <br />END MAX. SET N SNIP" <br />HIGH OTIREIGTH E)0'IOX1' <br />32' OC" 4 WITHN 6' OF <br />EACH END MAX. 6ET N <br />SI PSON HIGH 6TRENGTH <br />EXPDXY 6' MN EMBED. <br />CHANNEL FOR SOFFIT <br />Dl'OVRHANG DETAIL <br />- 112 - F-0' <br />ENGINEERED WOOD TPPJME8 • 24. Or - <br />SUBMIT SHOP DRNUIIG6 SEALED eY <br />PROPESSICNAL ENGINEER POPE REVIEW <br />AND C0HPONTS <br />PLYWOOD SHEATHING SEE <br />STRUCTURAL <br />2ND PLR eRG. W.T. <br />ROMNS AND PLAGNIM WI DRIP' -TMOS STRAPS APO ANG.Wft <br />EDGE PER MNIW WARRANTEE <br />RSS Wrl=?URAL <br />REGWIREMEIT6 <br />U~ FASCIA WITH BREAK METAL <br />MASOIRr SOFO <br />i9 6TOWTi81141. <br />DR.NT <br />W. 2X6 WOOD FASCIA ORE <br />STR)G7URAL FOR FASTENERS <br />n <br />J <br />VEINED SOFFIT PER ATTIC CA=* <br />112' THICK 2 COAT CEMENT PLASTER <br />APPLIED DIRECTLY TO MASONRY <br />RAISED TI M PER ELEVATIONS <br />2ND FLR WIDOW PER PLAN <br />RAKE <br />SOFFIT <br />DETAIL <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigng,•oup.com <br />AA #: 0003325 <br />0 <br />E. <br />MO <br />aunDLV. 89 Lo . <br />ABBOTT PARK <br />LOT #6 <br />BLK #13 <br />PROJECT# <br />4 81.0 0-0 131 <br />MODaZr. <br />4EHB <br />"2605- HAYDEN" <br />OAREAOE STIDM: <br />RIGHT <br />PADS: <br />FRONT & <br />REAR <br />ELEVATION "J" <br />160 MPH EXP. C <br />K1 <br />DATE, 09/21/21 <br />aCAL.S: 1/4"=1'-0" <br />aIiEET <br />A3J <br />
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