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9017 Steer Blade Dr
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9017 Steer Blade Dr
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Last modified
3/20/2025 6:07:56 PM
Creation date
2/19/2025 11:24:06 AM
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Building Plans
Street #
9017
Location
Steer Blade Dr
Contractor
DR Horton
Building Plans - Permit #
753
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48'-0' <br />15'-4' <br />9'-8' 1'-4 <br />1'-10, <br />4'-4' <br />6'-4' <br />I0'4 <br />I�I <br />25-OW <br />25-SH <br />361XI21 FrA <br />TEMP <br />25-614 <br />L = J <br />v <br />LANAI <br />g <br />a+ <br />BEDROOM <br />1 _ <br />OWNERS <br />14KG. <br />SUM <br />CLCL <br />O <br />T <br />I <br />-V I <br />4-b 1 .10 <br />5.-0' <br />3'-1' 9'-2' <br />3'-1' <br />`^ <br />I <br />I <br />I <br />9080 S,CsD. <br />9 <br />N5 A it <br />T <br />C <br />r <br />- - - - - - - - - - ------ <br />I <br />1' <br />4 -9' <br />'z <br />.p <br />CAFE <br />e <br />I <br />I <br />9'-4' CLG <br />4' 2' <br />I <br />I <br />a. <br />5'-8' <br />I <br />GREAT ROOM <br />v <br />I <br />I I,,� <br />W-4' CLG. <br />, <br />I <br />III X <br />i <br />e9 <br />TRAY CLG <br />:" <br />I <br />I Ili <br />TO ID'-C <br />I <br />I I`-- <br />C <br />I <br />I <br />II <br />0 <br />ao <br />a <br />0 <br />I <br />I <br />I <br />m <br />I <br />I <br />II <br />------ <br />------� <br />1 <br />1 <br />II <br />B'KI4C�N <br />I <br />IR- <br />H <br />L------- <br />------- <br />J <br />II,_m• <br />'-4' <br />6'-4' <br />iA <br />Y I <br />CT <br />BEDROOM ` <br />DINING <br />v I <br />�i <br />I <br />ROOM <br />9 4• CLG Q <br />T-4• CLG. <br />58H3 <br />-2• 6 -2' <br />m <br />® <br />0 9 i D l ii <br />T <br />I -----1 <br />I <br />y <br />CIIT <br />' <br />ATTIC ATTIC <br />AGGE88 <br />MT <br />UIH <br />OPT. o <br />L.T. <br />2XI0 <br />�-j <br />p HDR <br />L -----J <br />Tub <br />BATH 0 <br />T C 11 <br />e'-m• <br />Ag ie <br />14'•6' <br />5'-m' <br />1'-8' I'-2' <br />V-4' CLG. <br />a? <br />FOYER <br />T-4'CLG. <br />Q <br />IR-18FN <br />------ <br />�9g <br />�D <br />s <br />GARAGE <br />1'-m' El <br />V-4• CLG. <br />R. <br />V 6' 3'-2' <br />4'-0' <br />12A2' SJ_. <br />L <br />13'-4' <br />5'-4' <br />28'.4' <br />BEDROOM T <br />9 -CLfi <br />ENTRY <br />11'-8' CLQ <br />5- <br />16'-0' X 1'-0 OH. <br />8'-0' X 1'-0' 014. <br />EGRF�88 <br />EORE89 <br />3'-2' <br />3'-0' <br />6'.4' <br />1 <br />6'-4' <br />[1'-4' <br />161_01 <br />'-81 <br />8'-0' I'-4' <br />13'.4' <br />28'-4' <br />ae'-0• <br />FLOOR PLAN <br />SCALE: V4' • I'-& <br />FLOOR PLAN NOTES <br />O' BLOCK WALL <br />R LNOW 0 O AM PROM FACE OP 1 % R BLAD) TO PACE OF U4 ' 6TUD UUkC. <br />- ALL INTERIOR al4LLS APE 3)P UNO. <br />- DRYER V W THROUGH ROOF (VW.. NOT SOIEENED. <br />- AIR COMPR6/80R MT ON 44'X44• MOWED CQiO. PAD. <br />PAD DEGPIB 6' PRCM NOW CP STRUCT)RE. <br />- M &MET GN FOAM GENERA- AND STANDARD BUILONG <br />NOTES. <br />. ALL HADPTABLE ROOF* TO HAVE ARC FAULT CIRCUIT <br />INTERlUPTER <br />- ALL IULL HEIGI:T BLOCK WALLS DETW ON FILLED CELLS <br />WITHOUT OFMI," ARE SHEAR WALLS. <br />SQ.FT. <br />CALC. S <br />LIVING <br />2,312 SQ FT. <br />GARAGE <br />538 Sa FT. <br />ENTRY <br />50 ea FT. <br />COVERED LANAI <br />201 So. FT. <br />TOTAL <br />3,161 SOL FT. <br />NOTE. <br />-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID <br />EXTERIOR MASONRY <br />DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. <br />WALL 5R6. HEIGHTS <br />- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. <br />OTHER OPENINCsB BETWEEN THE GARAGE AND RESIDENCE OHALL <br />BE ECUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 <br />MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT <br />9'-4' BRCS <br />LESS THAN 1 3/8' (35 MM) THICK. OR 20-MINUTE FIRE -RATED DOORS. <br />RADIUS CORNERS, SEE <br />PLAN <br />BRACKET 4 <br />BLOCKING <br />ELECTRICAL BOX <br />AT ENDS OF PARTITION <br />WALL <br />VX6•X38-1/4' <br />LOW WALL <br />2'X6' STUDS <br />• 16. O.C. <br />W/ 1/2' <br />DRYWALL <br />SHIM AND SECURE <br />COUNTER TOP <br />ES MATERIAL TO <br />CABINETS. <br />INSTALLER SHALL <br />INSTALL FLAT <br />KUTCFIEN JBAR REINFORCING <br />DA88 C 4 BRACKETS AS <br />CABINET =NECESSARY. <br />m �ry <br />i <br />ABAR DETAIL <br />SCALE: NT5NT8 <br />IANT� 67IEpAPo111�3810�010��18 <br />01B8108 <br />80UNE <br />DOZE <br />10N11INM A <br />R31M1® <br />NDTIPE <br />F0011110E <br />MIN. WINDOW <br />3 <br />5 <br />243/-32.5 <br />CRITERIA <br />EXTERIOR OWING <br />2U <br />5 <br />23.1/-30.1 <br />DR. MIN. CRITERIA <br />BCD. MIN. <br />12 <br />5 <br />21.2/-263 <br />CRITERIA <br />16011VO)4D. <br />112 <br />5 <br />20.5/44.9 <br />8010 OAD. <br />56 <br />5 <br />21.46/41.1 <br />BASIC WIND SPEED MPH = 150 (Vult) <br />INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. <br />CAT.=II, EXP.-B, MEAN ROOF HT. a 14'-8" <br />PRESSURES HAVE BEEN MODBUD PER FBCR STH ED. <br />(2017) R301.2.1 TO MEET TESTED ALLOWABLE OR <br />NOMINAL WIND LOAD VALUES FROM THE PRODUCT <br />MANUFACTURER. cwwonew <br />A I C N I T I C T 8 <br />Groin <br />441 N. RONALD REAGAN BLVI <br />LONGWOOD, FL 32750 <br />PH: 407•7746078 <br />FAX: 407-7744078 <br />www.abdes1818roup.Com <br />AA N: 0003325 <br />III DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813688.2828 <br />FAX: 813.888.2802 <br />SILVERADO <br />LOT #2 <br />BLK #14 <br />FLOOR <br />PLAN <br />1 <br />s <br />DAB, 08/11/20 <br />BCAP1 - <br />SIMET <br />Al <br />
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