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7408 Sail Clover Ln
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7408 Sail Clover Ln
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Last modified
3/21/2025 3:21:16 AM
Creation date
2/24/2025 9:23:14 AM
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Building Plans
Street #
7408
Location
Sail Clover Ln
Contractor
D R Horton
Building Plans - Permit #
4584
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25'-4' BLDG. W.T. _—'---_---_—'—'-- <br />SHAKE SIDING II <br />(TYP) 5 <br />6' TRIM <br />BOARD <br />6' RAISED <br />BAND <br />4' FRIEXE <br />BAND (TYPJ <br />11'-4' 2ND FL <br />BF T <br />FYPON <br />DECORATIVE <br />SHUTTER OR <br />EQUIVALENT <br />6' RAISED <br />BAND —� <br />V-4 3/4'- <br />2ND�� - <br />S'-0• CLG. HGT.,, <br />OPT. COACH —� <br />LIGHT <br />0'-0• FIN. <br />11'-4' 2ND FLR. �, _ <br />BF2G. HGT. <br />I' <br />V-4 3/4' 2ND FLR , <br />FIN. FLR./BR.3. HGT. �- <br />8'-0' CLG. WT. <br />$____ <br />0'-0' FIN. FLR., -- <br />FRONT ELEVATION <br />REAR ELEVATION <br />SCALE, 1/4 . F-0' TEXTURED FINISH <br />ROOF <br />FYF'ON IB'x50' <br />DECORATIVE <br />SHUTTER OR <br />EQUIVALENT <br />IT-4' 2ND FLR <br />- $BRG. <br />HGT. <br />I I <br />FYPON <br />BKTIIXII OR <br />I I <br />EQUIVALENT <br />I I <br />4' RAISED <br />BAND <br />I I <br />6' RAISED <br />I I <br />BAND (TYP) <br />I <br />3/4' <br />�*9'-4 <br />2Nq O FIN. FLR. <br />I <br />8'-0' BFKs. HGT. <br />—$o <br />ENTRY <br />I I 4B <br />I A <br />I I <br />TYP <br />I I <br />4' RAISED <br />I I <br />BAND (TYP) <br />I <br />B' RAISED <br />I <br />BAND (TYP) <br />0'-0' FIN. FLR <br />ate _ ,-I 4' p FLR. <br />p BRG. GT. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />Ir �9'-4 3/4' 2ND FLR. <br />FIN. FLRJBR:a. HGT. <br />I �W-0' CLG. HGT. <br />Iley <br />aB <br />I <br />TYP. <br />O� 0 FIN. FLR <br />AREAOFATTIC <br />= 1585 SQ. FT. <br />NET FREE VENTILATION AREA REQUI RED <br />1/ 300 <br />REQUIRED VENTILATION AREA <br />= 1585/300 <br />5.28 <br />VENTILATION AREA X SO, INCHES PER FT. (144) <br />= 760.8 SQ. IN. <br />MIN. REQUIRED VENTILATION <br />= .SX 760.8 <br />IN UPPER PORTION OF ATTIC <br />- 380.4 SQ, IN. <br />OFF RIDGE VENTILATION AREA <br />= 115 SQ. IN. PER VENT <br />380.41115 <br />TOTAL#OF VENTS REQUIRED <br />= 3.30783 <br />TOTAL# OF VENTS PROVIDED <br />= 4 <br />TIC <br />•AREA OF ATIS THE PERIMITER OF THE HOUSE, LESSTHE OVERHANG <br />EXTERIOR OF WAULTO EXTERIOR OF WAU, NO OVERHANGS INCLUDED <br />1/2' T14M 2 COAT CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />4'x4' GALV.'L'-TYPE <br />FLASHING SET M <br />ROOFING CEMENT <br />FIBERSLABB SHINGLES <br />W/WDERLAYMENT AS PER FBCR <br />2X6 BYP PT LEDGER IW <br />90S1L ROOF SHEATHNG THICKNESS <br />I/JMxS• THREADED ROD 32' <br />AS PER SHEET ENI. SECURED F'CR <br />OL. 4 WITHM 6' OF EACH <br />FASTENER SCNCDUIC <br />END MAX SET IN 9I7PSON <br />SIMPSON LSU-26 <br />HIGH STRENGTH EXPDXY <br />2ND FIN. FLR (PER ELEVJ <br />6' MIN EMBED. <br />2x6 SYP RAFTERS OR <br />ROOF SLOPff PER --- <br />I <br />ELEVATION <br />MIN. 1/16' OSB SHEATNING <br />2X6 SYP PT LEDGER DY <br />1/J'xS' THREADED ROD <br />GUSSET TO BE SECUREP TO <br />52' O.C. 4 WITHIN 6' OF <br />2X6 MEMBERS W/ Sol NAILS <br />EACH END MAX SET M <br />9. O.C. PERIMETER I'-4' <br />SIMPSON HIGH STRENGTH <br />SIMPSON Ll. UY (4) IOd'. 2�-0• <br />EXPDXY 6' MIN EMBED. <br />TO LEDGER AND (2) IOd'4 <br />TO 2x6 JOIST <br />CHANNEL FOR SOFFIT <br />OVERHANG DETAIL <br />A SCALE: 1/2 • 1'-0' <br />ENGINEERED WOOD TRANS • 24' OL. <br />SUBMIT SHOP DRAWNG6 SEALED BY <br />PROFESSIONAL ENGIEER FOR REVIEW <br />AND COMMENTS <br />PLYWOOD SHEATHING SEE <br />STRJGTURAL <br />2ND FLR. BRCS NOT. <br />(PER ELEW � - — - <br />- <br />ROOFING AND FLASHINGW/ DRIP <br />7R1#S *TRAPS AND /a1c11oIM <br />EDGE PER MNm WARRANTEE <br />eQ sTacTL4efL <br />RECIlIR6'ENTS <br />WRAP FASCIA WITH BREAK METAL <br />SEAM <br />as enucnwAl <br />Ix2, 2x6 WOOD FASCIA SEC <br />STRUCTJRAL FOR FASTENERS <br />VENTED SOFFIT PER ATTIC CA <br />ITS' THICK, 2 COAT CEMENT PLASTER <br />APPLIED DIRECTLY TO MASONRY <br />RAISED TRIM PER ELEVATIONS <br />2ND FLR WINDOW PER PLAN <br />RAKE <br />SOFFIT DETAIL <br />B <br />SCALE: I/2 I'-0' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />R <br />f <br />ra <br />OL <br />o <br />SUBDIR & LOT <br />ABBOTT PARK <br />LOT #14 <br />BLK #14 <br />PHASE #4C <br />1pptojmcT# <br />04181. 4C-14141 <br />MODZIU <br />4EHB <br />"2605-HAYDEN" <br />GARAGE BWMG: <br />LEFT <br />PAGE: <br />FRONT & <br />REAR <br />ELEVATION "K" <br />160 MPH EXP. C <br />PRINT 02/07/22 <br />DATE: <br />SCALE: 1/4"=1'-0" <br />8*Em= <br />A3 K <br />
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