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7795 Davie Ray Dr
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7795 Davie Ray Dr
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Last modified
3/21/2025 2:05:43 AM
Creation date
2/27/2025 11:29:14 AM
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Building Plans
Street #
7795
Location
Davie Ray Dr
Contractor
DR Horton
Building Plans - Permit #
386
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F <br />a <br />d <br />')caI-A11 <br />'-0" 10 -0" 2'-01I 11_4"-11-011 <br />20'-0" 11LL// , 9'-S" YY , <br />29' -S" <br />MASONRY / FRAME <br />WALL LEGEND <br />8' BLOCK WALL <br />U.N.O ON PLANS <br />8'-0' 5RG. <br />8' BLOCK WALL <br />U.N.O ON PLANS <br />ll' - 4' 5RG. <br />LOAD 5RG. WALL <br />U.N.O. ON PLANS <br />4' INTEROR NON <br />LOAD 5RG. WALL <br />U.N.O. ON PLANS <br />ALL INTERIOR DOORS <br />TO 5E 6'-6' HT <br />CObPONBIT AND CLAMM WW LO" <br />BASIC WW E)lPWN FOR 3 SECOND GM <br />OPENM <br />SQUARE <br />ZONE <br />180 mm ww M* <br />R&IARICS <br />AND TYPE <br />FOOTAGE <br />MIN. WINDOW <br />10 <br />5 <br />31/-50 <br />CRITERIA <br />EXTERIOR SWING <br />18 <br />5 <br />36/-41 <br />DR. MIN. CRITERIA <br />S.G.D. MIN. <br />41 <br />5 <br />34/-43 <br />CRITERIA <br />16010 O.H.D. <br />112 <br />5 <br />31/-35 <br />BASIC WIND SPEED MPH = 160 (Vult) <br />INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. <br />CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0" <br />PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF <br />THE FBCR 6TH EDITION (2017) TO MEET TESTED ALLOWABLE <br />OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT <br />MANUFACTURER. CONTROL DATE 00/18 <br />SQ.FT. <br />CAM'S <br />IST FLR LIVING <br />1048 <br />SQ. FT. <br />2ND FLR LIVING <br />13SS <br />SQ. FT. <br />TOTAL LIVING <br />2441 <br />SQ. FT. <br />GARAGE <br />403 <br />SQ. FT. <br />ENTRY <br />32 <br />SQ, FT. <br />TOTAL <br />2882 <br />50. FT. <br />8XIO PATIO <br />60 <br />50. FT. <br />FIRST FLOOR PLAN_ <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 BE <br />EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (35 MM) <br />IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT <br />LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. <br />-THE GARAGE SHALL SE SEPARATED FROM THE RESIDENCE 4 ITS <br />ATTIC AREA BY NOT LESS THAN 1/2"(12.1mm) GYPSUM BOARD APPLIED <br />TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS <br />SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS <br />THAN TYPE X GYPSUM BOARD OR EQUIVALENT. <br />UNDER STAIR PROTECTION: <br />ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, <br />UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE <br />ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 201-1 (6TH <br />ED.) 302.E <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />w <br />w <br />o <br />> <br />_ <br />a <br />w <br />o <br />A <br />ui <br />w;; <br />- <br />a <br />Q p <br />� <br />4 <br />o <br />% <br />0 <br />01 <br />%z <br />r <br />C <br />A <br />0 <br />'a <br />C <br />SUBDIV. 8a LOT: <br />ABBOTT <br />PARK <br />LOT #38 <br />BLK #9 <br />PROJECT# <br />04181.000-- 38091 <br />MODEL: <br />3EFB <br />"'2447-ROBIE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FIRST <br />FLOOR PLAN <br />60 MPH EXP. C <br />PRINT 05 26 20 <br />DATE: <br />' SCALE: 1/4" = 1'—O" ' <br />SHEET <br />Al <br />mm�mmlmmffim minm 0 <br />
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