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7547 Sail Clover Ln
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7547 Sail Clover Ln
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Last modified
3/24/2025 12:17:23 PM
Creation date
2/24/2025 9:42:44 AM
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Building Plans
Street #
7547
Location
Sail Clover Ln
Contractor
D R Horton
Building Plans - Permit #
4587
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w <br />25'-4' SLOG. HGT. <br />SHAKE SIDING ----------- 11 --- <br />(TYP.) 5 <br />6' TRIM <br />BOARD <br />6' RAISED <br />BAND <br />4' FRIEZE <br />BAND (TYPJ <br />Il'-4' 2ND FLR _ <br />BRG. HGT. <br />FYPON <br />DECORATIVE <br />SHUTTER OR <br />EQUIVALENT <br />6' RAISED <br />BAND <br />2ND FIN. FLR'" <br />S'-0' CLG. HGT.,, <br />OPT. COACH--.� <br />LIGHT <br />0 <br />�o <br />11'-4' 2ND FLR, <br />- BAH TGH TG - <br />1'. <br />V-4 3/4' 2ND FLR , <br />FIN. FLRIBRG. HGT. <br />W.O. CLG. HGT. -- <br />0'-V FIN. FLRs, <br />----------------� <br />I <br />gI /� <br />� RIDGE VENT OFF RIDGE VENT <br />SHINGLE <br />PYPON IB'XS0' <br />DECORATIVE <br />SHUTTER OR <br />EQUIVALENT <br />Il'-4' 2ND FLR <br />BRCe. HGT. <br />FYPON <br />BKTIIXIl 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 />V-4 3/4' <br />_ <br />TNO FIN. FLR <br />I (LS'-m' <br />BRG. HGT. <br />•• ENS <br />413 <br />I <br />1 <br />I I TYP, <br />I I <br />4' RAISED <br />I 1 <br />BAND (TYP.) <br />S' RAISED <br />I ( <br />BAND (TYP.) <br />I I <br />_ ,L0'-m{ <br />FIN. IN• FLR <br />F ;9 2ND FLR. <br />❑ a I - `�'Br�. HGT. <br />Ll <br />I <br />I I <br />I I <br />as I I <br />� I I <br />I I <br />ql%' 3/4' 2ND FLR. <br />-- ----------_—_-------- --- r-- FIN. FLRIBRG. HGT. <br />I I ,6'-0' CLG. HGT. <br />--- ----------------------------� <br />0 I I 4B <br />I <br />1 I <br />I I TYP. <br />I I <br />I I <br />� I I <br />------------------- <br />REAR ELEVATION <br />SCALE: 1/4 . I'-0' TEXTURED FINISH <br />AREAOFATTIC <br />= 158S SQ, FT. <br />NET FREE VENTILATION AREA REQUIRED <br />= 1/300 <br />REQUIRED VENTILATION AREA <br />2595 /300 <br />= 5.28 <br />VENTILATION AREA SO. INCHES PER FT. (144) <br />= 760.8 SO, IN. <br />MIN. REQUIRED VENTILATION <br />.5X 780.8 <br />IN UPPER PORTION OF ATTIC <br />- 380.4 SQ. IN. <br />OFF RIDGE VENTILATION AREA <br />= 115 SQ IN. PER VENT <br />38D.4 /115 <br />TOTAL# OF VENTS REQUIRED <br />= 3.30783 <br />TOTAL# OF VENTS PROVIDED <br />= 4 <br />AREA OF ATTIC IS THE PERIMTER OF THE <br />HOUSE, LESS THE OVERHANG <br />EXTERIOR OF WALLTO EXTERIOR OF WAU, <br />NO OVERHANGS INCLUDED <br />N' THICK 2 COAT CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASCNiT- <br />4'x4' GALV. L'-TYPE <br />PLAS14M SET N <br />ROOFNG CEMENT <br />FIBERUi]LA66 61400LES <br />UNNDERLAYFENT A6 PER FBCR <br />7X6 SYP PT LEDGER W/ <br />9081E ROOT SHEATHNG THICgE6S <br />VVW THREADED ROD 32' <br />AS PER SHEET SNL SECURED PER <br />OG. 4 WITHN 6' OF EACH <br />PASTBER 604EDULE <br />END MAX SET N SRSPSGN <br />6MF'SON LOU-26 <br />HIGH STRENGTH EXPDXY <br />2ND FN. R.R. (PER ELEVJ .L <br />i' MN ENDED. <br />2.6 SIT RAFTERS OR <br />PRE-ENG'D In"— <br />ROOF e� 6LOPI <br />ELEVATONN pol <br />2X6 GYP LEDGER W/ <br />MN. 146. 06B SWEAT14NO <br />E <br />THREADED ROD <br />L2'ANT TO BE SECURED TO <br />32' O <br />4 WITHX b' OF <br />2X6 MEMBERS W/ Sd NAILS <br />44 <br />EACH END MAX SET N <br />9. O.C. • PERIMETER I'-4' <br />:A <br />81'1P90N NIQ4I STRENGTH <br />SMPSON LUO-26 W( (4) Wci'# 2'_0' <br />EXPDXY W MN EMBED. <br />TO LEDGER AND (2) IOdY <br />CHANNEL FOR SOFFIT <br />TO 296 JOIST <br />OVERHANG DETAIL <br />A SCALE: 1/2 • I'-0' <br />ENGINEERED ROOD TRUSSES • 24' Or - <br />WIN IT SHOP DRNNN56 SEALED BY <br />PROFE661ONAL ENGINEER FOR RENEW e <br />AND 00"MWTS <br />PLYWOOD SHEATHNG SEE <br />STIa1CTi1RAL <br />2RD FLR BRG. HGT. A <br />(PER ELEV.) P— - — - - <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwAbdosigngrouP.com <br />L AA S: 0003325 <br />06 <br />p <br />W <br />f <br />0 <br />BUBDIV. Se LOT <br />ABBOTT PARK <br />LOT #7 <br />BLK. #12 <br />PHASE 4C <br />PROJECT# <br />04181.04C-07121 <br />MODEL' <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 8MING: <br />LEFT <br />PAGE: <br />FRONT & <br />REAR <br />ELEVATION "K" <br />t.160 MPH EXP. C <br />ROOFNG AND FLASFING Ulf DRP� S--TRUss *TRAPS A!O ANCNgY <br />EDGE PER "Im UWRRAMEE SEE *TRICTRAL <br />REGUIRD 1151" <br />WRAP FASCIA METH BREAK METAL MASON�T DOW OEM , <br />SEE *TRCTIRAL <br />M2, 2x6 WOOD PAOCIA SEE L <br />STRUCTURAL FOR FAbTlHEIl6 <br />VENTED SOFFIT PER ATTIC CALC'G <br />U2' THICK 2 COAT CEMENT PLASTER <br />APPLIED DIRECTLY TO MASONRY <br />RAISED TRIM PER ELEVATIONS <br />A. <br />2ND FLR WINDOW PER FLAN AR <br />RAKE SOFFIT DETAIL DATE: 12/27/21 <br />B SCALE, 1/2 . 1'-0' <br />SHEET <br />A3 K <br />
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