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35993 Morse Willow Ct
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35993 Morse Willow Ct
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Last modified
3/5/2025 12:17:22 PM
Creation date
2/24/2025 9:58:13 AM
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Building Plans
Street #
35993
Location
Morse Willow Ct
Contractor
D R Horton
Building Plans - Permit #
2588
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KNEE <br />TEMP. <br />TEMP. <br />EGRESS <br />HB <br />WALL W/ <br />TEMP. <br />GLASS W/ <br />24' TEMP. <br />GLS. DR <br />1'-4• <br />5'-4• <br />5'-4' <br />5'-4• <br />12'-4' <br />20'-4' <br />FLOOR PLAN <br />SCALE: 1/4 • P-0' <br />NOTE: <br />-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID <br />DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. <br />- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. <br />-OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL <br />BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 <br />MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT <br />LESS THAN 13/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. <br />II FLOOR PLAN NOTES II <br />- ALL DIMENSIONS ARE FROM FACE OF T %' BLOCK WALL <br />(OR EDGE OF FLOOR BLAB) TO FACE OF WALL STUD WHO. <br />- ALL INTERIOR WALLS ARE 3 )V UND. <br />- DRYER VENTED THROUGH ROOF (VTR), NOT SCREENED. <br />- AIR COMPRESSOR SET ON 44'X44' POURED LONG PAD. <br />PAD BEGINS 6' FROM EDGE OF STRUCTURE. <br />- SEE SHEET ON FOR GENERAL AND 6TANDARD BUILDING <br />NOTES. <br />- ALL HABITABLE ROOMS TO NAVE ARC FAULT CIRCUIT <br />INTERRIPTER <br />- ALL FULL HEIGHT BLOCK WALL6 BEIUEEN FILLED CELLS <br />WITHOUT OPENING6 ARE SHEAR WALL*. <br />SQ.FT. <br />CAM'S <br />LIVING <br />2,531 60. FT. <br />GARAGE <br />bll SQ. FT. <br />ENTRY <br />51 SG. FT. <br />COVERED LANAI <br />200 86L FT. <br />TOTAL 3,405 60, FT. <br />EXTERIOR MASONRY <br />WALL BRG. HEIGHTS <br />9'® <br />TILE NICHE <br />TILE NICHE SHALL BE <br />PREFABRICATED 12'x12'SQUARE <br />LATICRETE BY HYDRO BAN. <br />RD. SHALL BE 14.5' x 14.5'. <br />BOTTOM SHALL BE INSTALLED <br />AT 54' APP. UND. <br />mEiPG�IEEFORSW <br />1DG=18 <br />d9Elm <br />lam <br />ME <br />OWHODPA <br />1BII111® <br />NOTIFE <br />FOOTAW <br />MIN. WINDOW <br />9 <br />5 <br />243/-328 <br />CRITERIA <br />EXTERIOR OWING <br />24 <br />5 <br />22.9/-29.8 <br />DR MIN. CRITERIA <br />SGD. MIN. <br />96 <br />5 <br />20.1/-29.4 <br />CRITERIA <br />WO CAD. <br />56 <br />5 <br />216/-21.I <br />160T0 OAD. <br />112 <br />5 <br />203/-24.9 <br />BASIC WIND SPEED MPH - 150 (Vult) <br />INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. <br />CAT.=II, EXP.=B, MEAN ROOF HT. - 14'-0' <br />PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. <br />(2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE <br />OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT <br />MANUFACTURER. CMWDAIDOM <br />SHIM AND SECURE <br />RADIUS CORNERSSEE <br />COUNTER TOP <br />VARIES MATERIAL TO <br />P,LAN <br />CABINETS. <br />BRACKET 4 <br />INSTALLER SHALL <br />BLOCKING <br />] INSTALL FLAT <br />ELECTRICAL BOX <br />MBAR REINFORCING <br />AT ENDS OF PARTITION <br />KITCHEN <br />ARIE BAD Q4 BRACKETS AS <br />WALL <br />=NECESSARY. <br />2'X&'X35-1/4' <br />CABINET ,� <br />m <br />LOW WALL <br />= <br />2'Xb' STUDS <br />• Ib' O.C. <br />W/ in, <br />DRYWALL <br />TYP. CABINET SECTION <br />A SCALE: NTS <br />A It C N I T[ C T S <br />6 <br />Design <br />Grou .n! <br />41 N. RONALD REAGAN BL1 <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />rb <br />0 <br />a <br />EIUI3DIV. & L/OT <br />SILVERADO <br />LOT #12 <br />BLK #16 <br />PROJECT* <br />03719.001-12161 <br />MODEL• <br />2558-HAWTHORNE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FLOOR <br />PLAN <br />150 E <br />
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