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7376 Steer Blade Dr
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7376 Steer Blade Dr
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Last modified
3/21/2025 2:40:39 AM
Creation date
2/19/2025 11:15:11 AM
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Building Plans
Street #
7376
Location
Steer Blade Dr
Contractor
DR Horton
Building Plans - Permit #
860
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NICHE <br />TEMP.GLASS - <br />TO PLR UV 24' <br />TEMP. GLS. <br />DR <br />9'-8' 1'-4 <br />4'-4' <br />I�p�l <br />25-SH <br />25-SH <br />36'XI2' FrA <br />25-54 <br />�----% <br />0 <br />— — — — — — — — — — — — ----- <br />— <br />-- <br />T------ <br />----� <br />COYERED <br />g' <br />b+ <br />BEDROOM <br />BEDROOM I <br />9'-44CLG <br />Q <br />9'•4' G.G. 12'-0' <br />MAY <br />6 <br />R <br />® T <br />1 <br />I <br />Imo I <br />4'- 1'-i0' <br />-B' <br />3'-I' 9'-2' <br />3'-I• <br />2 <br />I <br />I <br />z <br />low BCD. <br />! <br />c <br />16'-51 <br />I <br />I <br />I' <br />4 -9' 3,-b' <br />T-4' <br />T..S. <br />P® <br />I <br />I <br />C '' <br />9 <br />I <br />I <br />V-4' G.ri 'N <br />I <br />24'-l' <br />I <br />J <br />I <br />I <br />IIIIII� <br />X 1 s <br />L—GC <br />y— <br />?—e—e <br />2m <br />' <br />GREAT ROOM <br />^ <br />, <br />�;`,�k-•• <br />IIIIIII <br />TRAY CL& <br />II1iIII <br />TO N-m' <br />. <br />e—FE—L <br />IIIIIII <br />v3 <br />IIII <br />Q'^ <br />0 <br />'v " <br />• �I <br />� <br />A <br />—�--4r—:C <br />--�II <br />9GG <br />I0 <br />IR- <br />LgmS- <br />— <br />—ry -- <br />9v <br />IIr <br />11'_0. <br />4. <br />b,_4, <br />14,_b. <br />2 -_46, <br />3_Sm'.•5 <br />CT <br />_. <br />�2 <br />BEDROOM <br />DINING <br />ROOM <br />% <br />� <br />C• <br />T <br />0 <br />CT <br />ATTIC <br />MT <br />OPT.1a9m <br />2:-0 w <br />o <br />L.T. <br />2XIO <br />° <br />HDR <br />L-----J <br />ACCESS <br />TUB I�0T <br />8,_C. <br />14'•6' <br />08'H <br />I'I_• -�-_ <br />9•4'CtG <br />. <br />A <br />FOYER <br />T-4'QG <br />GARAGE <br />� <br />T-4'GG <br />3'-6'3'-2' <br />(---R <br />S.L <br />13'-4' 5'2A. <br />-4 <br />28'-4' <br />BEDROOM 1' <br />e <br />$ — <br />o <br />W-4' G.G. <br />ENTRY <br />ta <br />O'-8' CLG <br />I6'-0' X 1'-0 O)4. <br />8'-0' X 1'-0' 014, <br />EGRFL8 <br />EGRESS <br />3'-2' <br />3'- ®. <br />b'-4'4 <br />6'-4' <br />I'-4' Ib'-0' <br />'-8' <br />8' ®, I'-4' <br />I3'-4' <br />28'-4' <br />48'-0• <br />45 <br />F <br />FLOOR PLAN NOTES <br />- ALL 01110J610N8 ARE FROM PACE OF T %' BLOCK WALL <br />(OR NOW OF FLOOR SLAB) TO PACE OF WALL STUD UND. <br />- ALL INTERIOR WALLS ARE 91f' YN,O. <br />- DRYER VENTED TWADUON ROOP (VI'R) NOT 80ME BC). <br />- AIR C.OPIPIAEDSOR SET ON 44"A44• MOORED CON-. PAD. <br />PAD OEONS 6• PROM EDGE OF DTRICrJPNL <br />- SEE SHUT GN FOR GENERAL AND STANDARD BUILDING <br />Harm <br />. ALL HABITABLE ROOMS TO NAVE ARC FAULT CIRCUIT <br />NTERRIPfER <br />- ALL PULL FEKM4T BLOCK WALLS BETWEEN FILLED CELLS <br />WITFIO T OFIR NG6 ARE $FEAR WALLS. <br />SQ.FT. <br />CALC. S <br />LIVING <br />2312 SQ. FT, <br />GARAGE <br />538 60.FT. <br />ENTRY <br />50 SQ. FT. <br />COVERED LANAI <br />201 80. PT. <br />TOTAL <br />3161 SQ. FT. <br />NOTE, <br />-2-8 LOUV. DOOR W/ AIR HANDLER CN METAL STAND OR 2-8 SOLID EXTERIOR MASONRY <br />DOOR W/ RETURN PLENUM AND IQETU1 N AIR GRILLE. WALL BRG. HEIGHTS <br />- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. <br />BE EQUIPM0 UT SOLID WOOD GARAGE <br />DOOR& NOT LESSBIDENCE THAN 3/8' (35 <br />MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT V-4' BRCS. <br />LESS THAN 1 3/8' (35 MM) T141CK, OR 20-MMUTE FIRE -RATED DOOR&. <br />RADIUS CORNERS, SEE <br />PLAN <br />BRACKET4 <br />BLOCKING <br />ELECTRICAL BOX <br />AT ENDS OF PARTITION <br />WALL <br />2'X6'X35-1/4' <br />LOW WALL <br />21X6' STUDS <br />• *1 O.C. <br />W/ 1/2, <br />DRYWALL <br />SHIM AND SECURE <br />COUNTER TOP <br />38 MATERIAL TO <br />CABINET& <br />INSTALLER SHALL <br />INSTALL FLAT <br />)BAR REINFORCING <br />KITCHEN BABE C Q 4 BRACKETS AS <br />CABINET3 NECESSARY. <br />4 <br />A BA RTBDETAIL <br />a!Oma90oloaBTB <br />Nw21% <br />Q B <br />BOIMNE <br />NOTE <br />INIM4i11MMD <br />R9MIN8 <br />ANDTI'PE <br />FOOTAGE <br />MIN. WINDOW <br />3 <br />5 <br />243/-325 <br />CRITERIA <br />EXTERIOR SWING <br />213 <br />5 <br />23.1/-30.1 <br />DR, MIN. CRITERIA <br />SGD. MIN. <br />12 <br />5 <br />21.2/-263 <br />CRITERIA <br />16010 O)ND. <br />112 <br />5 <br />209/-24.S <br />S010 O.W.D. <br />56 <br />5 <br />21.6/-21.1 <br />BASIC WIND SPEED MPH = 150 (Vult) <br />INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. <br />CAT.=H, EXP.-B, MEAN ROOF HT. - 14'-S" <br />PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. <br />(2017) R301.2.1 TO MEET TESTED ALLOWABLE OR <br />NOMINAL WINDRLOAD VALUES FROM THE PRODUCT <br />UFACTURE <br />MAN.COW DAIS 011M <br />A N C N IT E C T N <br />GrouS� <br />1441 N. RONALD Ell <br />REAGAN BEND. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdoolowoup.com <br />AA S: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134386.2628 <br />FAX: 8134188.2802 <br />SILVERADO <br />LOT #1 <br />BLK #15 <br />Ci���S� •il:tl:i�7 <br />FLOOR <br />PLAN <br />23 <br />8*1ZEm <br />Al <br />FLOOR PLAN <br />SCALE, 1/4' ° I'-0' <br />
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