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36060 Stable Wilk Ave
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36060 Stable Wilk Ave
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Last modified
3/3/2025 9:57:40 PM
Creation date
2/19/2025 9:57:36 AM
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Building Plans
Street #
36060
Location
Stable Wilk Ave
Contractor
Lennar Homes
Building Plans - Permit #
18616
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m <br />J <br />S6 <br />0 <br />N <br />v <br />13 <br />NOTE: A7 <br />SEE SHEET S-11,12 '1873' FOR <br />LINTEL CALLOUTS & DETAILS <br />30'-0" <br />I <br />10'-0" 14'-8" 5'-4" <br />I <br />SH 35 I 00 <br />HD AT 7 -4 HB <br />5068 SGD 1 <br />I <br />I <br />I ❑ <br />❑ DINING ROOM LIVING ROOM ( M <br />12 -0 X 9 5 17'-11" X 13'-3" <br />8'-8" CLG 8'-8" CLG I 19 <br />0 7 5/8" <br />7 5!8 2'-4 3/4" V_11" 2'-9 1/2" T-1" 5'-11" 3'-8" 4'-11 1/2" <br />I ❑ <br />I <br />T-0 1/2" 2X4 KNEE <br />L_jWALL, TOP <br />AT 34 1/2" I <br />REF Cni` <br />- <br />FLR -- - _-=___-= N q <br />-- <br />LINE --_-- N <br />❑ I to <br />o = <br />2 A7 00 DWI I -' <br />- KITCHEN I v ❑ <br />14'-l" X 9'-6" <br />3 8'-8" CLG <br />A7 <br />L;-2068 A7 FLR 6" WALL o <br />RANGE <br />11 LINE I iv _ <br />W/ HOOD00 <br />PANTRY - ❑ M <br />00 o <br />(4) 16" N 4 k. O' N o <br />DP SH - 1 , <br />]TB I FLR v <br />LINE <br />❑ N 4" INSULATED J 20 MIN FIRE ���p °' <br />W/H BRG WALL RATED DR W/ -- - —o N <br />CLOSER I 0 ❑ N <br />I v <br />00 <br />C 4" INSULATED = P LINE OF <br />❑ PROTECTIVE S3 BRG WALL FLOOR <br />BOLLARD 22"x36" ABV <br />ATTIC _ <br />ACCESS 11 ❑ <br />CC - - - 42" H. <br />10 LOW <br />S3 ----- SLOPED <br />❑ TWO CAR GARAGE --- 9 Zo WALL <br />20'-1" X 20'-0" - - - - 8 <br />7 36" HIGH <br />- - - ❑ CONT. <br />6 RAILING <br />- - - 5 FLR <br />- --- LINE <br />4 - <br />❑ LINE OF GARAGE IN - -- _ _ 3 FOYER ❑ <br />OPEN POSTION _ <br />2 1 <br />A C?UP ❑ <br />SH 1/2 3fF °O <br />H D AT 7'-�F" M b <br />TEMP.G SS <br />ih <br />O T-T' 4'-7" <br />HB 16070 6" 1 ❑ _ <br />LE3 0 0 -4 <br />- ENTRY <br />LINE OF I 8'-8" X 4'-4" <br />STRUCTURE ABOVE I <br />21'-4" 8,-8„ <br />1 <br />30'-0" 2 w <br />� w <br />A13 <br />TIE BM <br />AT 8'-8" <br />FIRST FLOOR PLAN B <br />1 /411 = 1'-01' <br />3 <br />A3 <br />v <br />N <br />v <br />B <br />S6 <br />CV <br />00 <br />J <br />S6 <br />NOTE: <br />PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, <br />INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY <br />PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT <br />TO ATTIC SPACE <br />NOTE: <br />1. SEE SHEET S-11 , S12 '1873' FOR LINTEL <br />CALLOUTS & DETAILS <br />2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S <br />UNLESS NOTED OTHERWISE 13 <br />A7 <br />30'-0" <br />LINE OF <br />TOP <br />ROOF <br />AT 18'-0" <br />BELOW <br />V-4 1/2" <br />_ <br />o <br />28'-7 1/2" <br />' <br />0a <br />DRAIN <br />a <br />SH <br />T-2" <br />o <br />a <br />SHWR HD <br />I H AT <br />& VALVE <br />EGRESS <br />(4) 16" <br />I <br />R & S <br />DP SH <br />I co <br />-- <br />2068 BF <br />ce' <br />- <br />o <br />0 <br />-, <br />N <br />2668 MASTER BATH ��b LO <br />5-5 3/8" 5'-3 1/2" `LSO <br />FLR I iv <br />4'? <br />LINE <br />FLR A7 CID <br />LINE m <br />5 N MASTER SUITE <br />14 7 X 12 8 <br />W.I.C. 8'-0" CLG ``'06 <br />N <br />TB <br />S & R 1 a' N <br />00 <br />04 CD <br />CD <br />R & S (2) 2068 BF P N 04 <br />------------------ <br />I <br />BEDROOM #2 LOFT I = <br />10'-11" X 10'-0" AHU 14'-7" X 9'-1LO <br />" j <br />8'-0" CLG 8'-0" CLG - <br /><\1 <br />tn <br />A/C RETURN I N <br />UNDER DOOR I 7 ¢ <br />2 <br />N m 26 <br />cn S2 1'_2" I <br />N I1J m 4„ C)=Q� 2'-10 3/8" 2'-7" T-4" 11" 2'-11" 4'-8" 3'-10" I 6-3 1/8" ih <br />v7 o w 4" 1'-3 1/2" 2668 6„ W/S AT �I, <br />60" AFF <br />- 22"x36" - --- DN <br />O ATTIC <br />v <br />p -� 6 42" H. co <br />6„ 2668 15 LOW c.,WALL5-P ACCESS UTILITY 6' WALL - WALL c? 8" <br />, <br />Cn <br />BATH #2 L14 FRAME <br />FLR J A7 8 - - -13 WALL <br />A7 LINE DRYER 1 OPEN TO <br />TB 2668 VENT p - - - -0 BELOW iv <br />HANSEN <br />- - - <br />R & S BOX <br />2668 <br />N N_ <br />J (2) 2068 BF - R & S - - <br />- 1668 7 � in <br />(2) 2068 BF - - - <br />' 6 42" H. C' <br />ao <br />co SLOPED <br />N (4) 12' - - 5_ LOW <br />DP SH 4 WALL <br />----- bo <br />3 M - <br />2' 1 <br />36" H. <br />CONT I _ <br />BEDROOM #3 BEDROOM #4 RAILING 1 , <br />10'-0" X 11'-1" 9'-10" X 9'-11" <br />8'-0" CLG 8'-0" CLG <br />= I SH 1 /2 34 <br />HD AT T-2" <br />8„ <br />FRAME I v <br />WALL 1 <br />SH 25 <br />SH 25 v HD AT T-2"74" <br />FRAM <br />EGRESS EGRESS WALL <br />3'-101/2" 10'-8 1/2" 6-9" 5'-5" T-3" <br />21'-4" 8'-8" <br />I <br />30'-0" <br />A7 <br />A13 <br />SECOND FLOOR PLAN B <br />1 /411 = 1'-0" <br />GENERAL NOTES: <br />ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL <br />FIN AWAY FROM WINDOW FRAME. <br />VERIFY ALL WINDOW AND DOOR ROUGH OPENING <br />SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. <br />INSTALL RND DRYWALL BEADS AT HORIZ & VERT <br />CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS <br />NOTED. <br />USE SQUARE CORNER BEAD AT DRYWALL NICHES & <br />REC CLG DETAILS; REC CLG SURFACES SHALL HAVE <br />SMOOTH FINISH. <br />LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND <br />THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER <br />CODE. <br />ALL ANGLED WALLS TO BE 45' UNLESS NOTED <br />OTHERWISE <br />THE GARAGE IS TO BE SEPARATED FROM ADJACENT <br />LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD <br />AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" <br />THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) <br />APPLIED TO THE GARAGE SIDE. <br />TOWEL BAR - (T.B) = 56" A.F.F. <br />TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK <br />TOILET PAPER DISP. - (T.P.) = 20" A.F.F. <br />ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. <br />ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. <br />CORNER SHELF = 56" A.F.F. <br />MEDICINE CABINET - (M.C.) = 75" TO TOP OF <br />CABINET A.F.F. <br />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />8" CMU W/ 1X3 PT FURRING STRIP <br />R4.1 HIGH PERM 1/2" GYP <br />Q 8" CMU <br />NON -BEARING 2X STUD W/ 1/2" GYP. <br />BEARING WALL 2X 16" O.C. <br />W/ 1/2" GYP. <br />❑ = FILLED CELL W/(1) #5 VERTICAL <br />® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />p = FILLED CELL W/(2) #5 VERTICAL <br />O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />1-1 STAIR DATA <br />STAIR <br />MARK <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />A <br />17 AT 7 9/16" <br />16 AT 10" <br />0 <br />10'-8 3/4" <br />SQUARE FOOTAGE: UNIT'1871' <br />FIRST FLOOR LIVING = 780 SQ. FT. <br />SECOND FLOOR LIVING = 1090 SQ. FT. <br />TOTAL LIVING SQ FT = 1870 SQ. FT. <br />ENTRY = 38 SQ. FT. <br />GARAGE = 443 SQ. FT. <br />TOTAL SQ FT = 2351 SQ. FT. <br />ALLOWABLE WIND SPEED DESIGN PRESSURE <br />(140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, <br />Exposure C, Height=30 ft, Importance Factor=1.0, End <br />Zone = 4 ft.) <br />As per Florida Building Code 5th edition (2014), <br />Residential Table R301.2 (4) (Wind Speed Conversions) <br />and ASCE 7-10 Methods <br />WALL <br />TRIBUTARY <br />AREA (ft)2 <br />INTERIOR <br />END <br />10 <br />29.7 <br />-32.1 <br />29.7 <br />-39.6 <br />20 <br />28.3 <br />-30.8 <br />28.3 <br />-37.0 <br />50 <br />26.5 <br />-29.1 <br />26.5 <br />-33.4 <br />100 <br />25.2 <br />-27.7 <br />25.2 <br />-30.8 <br />GARAGE DR <br />25.9 <br />-29.3 <br />25.9 <br />-29.3 <br />Q <br />w <br />W <br />0Zw <br />ILL <br />J N <br />w_ 0- w <br />> 2 W <br />= <br />F <br />z❑ <br />I <br />N <br />N <br />wO V <br />2w <br />a <br />wzm <br />> w -- <br />N� <br />cn <br />LO <br />m <br />o <br />OH <br />OZ <br />LO <br />F- <br />¢F-z <br />u_ Q <br />❑0 <br />QZ <br />z <br />> <br />�� <br />w <br />_ <br />HOw <br />mow= <br />w❑F- <br />t9cn <br />ZF. <br />SO <br />❑ <br />r<w <br />w <br />-� <br />LU F— <br />= <br />v) <br />w <br />=0� <br />F-F- <br />^ U <br />a Vi <br />E r o <br />O u o <br />_D <br />o v <br />.� O o a)Q <br />. U <br />— <br />�tN w Q" <br />N C <br />E M <br />s` o <br />70 C � a <br />LU <br />(D W <br />W Oj w0H <br />g <br />w zW <br />LLB0 W<¢2J¢<,u_Yz <br />w_OLLwVO0JO <br />~~sE <br />Q <br /><05R-jXOz2O0_P <br />0H <br />ZV <br />U) <br />�ul >0z00 1Fw-Oao Oaz <br />F< ViWz�UOa <br />QOw <br />LL <br />F- <br />O <br />2ww¢ <br />¢z¢ <br />o¢g <br />u ¢ o <br />u_C:)N <br />Z LU <br />O F— <br />> (/) O <br />C:)F (M O <br />Q M L0 <br />J <br />D_ <br />Q W Q Lo <br />(M <br />00 <br />< U < <br />Z F— <br />Z <br />wW <br />O <br />(0 <br />(0 <br />0 <br />CV <br />N <br />d) <br />CN <br />C) <br />c <br />L <br />N <br />Q)V-- <br />>� <br />Lo <br />1 <br />O <br />Z Z <br />— Z O <br />NW <br />W w c� <br />C) <br />N <br />a <br />z <br />Uo-o <br />P° <br />z <br />W F— <br />r�n <br />WF-W <br />V <br />Q <br />=mOZ <br />W <br />1- Z <br />tz <br />O III <br />z � J <br />Nw <br />Q.Zz <br />O_32W <br />LL <br />z <br /><C T-1 <br />Z <br />z <br />< O <br />r <br />Z <br />U <br />O <br />0 <br />m <br />z <br />W <br />w <br />T- <br />C, <br />N <br />r <br />LAST PLOT <br />May. 24, 17 <br />DATE <br />Z <br />O <br />1ST & 2ND FLOOR <br />_I <br />i PLAN B <br />
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