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36459 Garden Wall Way
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36459 Garden Wall Way
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Last modified
1/29/2025 2:54:34 PM
Creation date
1/21/2025 3:30:59 PM
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Building Plans
Street #
36459
Location
Garden Wall Way
Contractor
Lennar Homes LLC
Building Plans - Permit #
4735
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NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />FILLED CELL LEGEND <br />CONT. FILLED CELL FROM FOUNDATION TO 2ND <br />FLOOR <br />® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO <br />LINTEL) <br />FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO <br />BOND BEAM) <br />W.W.M. PLACED IN 1/8" SAWCUT x 1/4 <br />UPPER 1/3 OF SLAB SLAB THICKNESS <br />OR FIBERMESH REINF. <br />SEE PLAN. WHERE SHOWN ON <br />FOUNDATION PLAN <br />W <br />W <br />U) <br />CONTROL JOINT DETAIL <br />SCALE: 1112"=V-9' <br />°°• <br />'_ �° <br />#5 CONT REINF. <br />pv' <br />SEE FND. FOR <br />' <br />°• <br />49` <br />QUANTITY <br />#5 X 25" X 25" <br />' , tl' '', ° <br />CORNER BAR ONE <br />FOR EA. HOR1Z. <br />REBAR, TYP. U.N.O. <br />---------------- <br />°°i °� tltlw tl�es <br />tl••°e <br />' tl0 <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE: 11/2"=1'-T <br />F-CMU WALL <br />(1) #5 REBAR @a <br />FILLEDCELL <br />6x6 W 1.4xW 1.4 <br />W.W.F. <br />° <br />a d .. + a - <br />° o <br />a G ° ° -' <br />a e d r <br />F °• <br />° ° <br />(4) #5 ° a <br />REBARS <br />CONT. 4" 2'-0" 4" <br />CMU BEARING WALL FOOTING i <br />SCALE: 3/4"=V-0" <br />15x5x3/8" A36 STEEL <br />BASE PLATE —, <br />Im <br />SECTION A -A A----® <br />2" 0 SCH40 STEEL <br />PIPE w/ GALV. G120 <br />FILLED w/ <br />CONCRETE <br />A ELECTRIC <br />(4) 1/2"x3 3/4" <br />WEDGE <br />ANCHOR BOLTS <br />w/ M I N./MAX. 3" <br />EMBEDMENT <br />a. <br />\CONCRETE SLAB <br />(FM24 BOLLARD DETAIL PER PLAN <br />SCALE: 3/4" = T-0" <br />SYMMETRICAL <br />1'-4" 13'-4" T-8" T-8" 13'4" -0" '-0" 13'-4" T-8" <br />VERIFY VERIFY 3' 0" x 3' 0" x 1'•0" VERIFY <br />LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF A/C AC PAD <br />3'-O" x T-0" x 1'-0" PAD PAD L HOSE PAD <br />L L <br />w/ (4) #5 E.W. <br />S3 2'-0" x 2-0" x l' 0" HOSE HOSE 2'-0" x 2'-0" x 1'-0" 53 2'.0" x 2%0" x 1'-0" BIB <br />wl (3) #5 E.W.RIR RI w/ (3) #5 E.W. w/ (3) #5 E.W. <br />CONDENSATE 7 (— CONDENSATE CONDENSATE <br />LINE I LINE ( LINE <br />A I -4" ELEV. FIN. I i 4" ELEV. FIN. 1 -4" ELEV. FIN. 1 <br />0- CONC. SLAB 2 o CONC. SLAB 2 o CONC. SLAB 2 <br />S3 I � 1 I � I i � 1 <br />6-8" T-10" T-10" 2'-8" 2'-&' T-10" Id. T-10" Id. 6'-8" j '-0"j - „ 6'-8" T-10" T-10" 2'-8" 1 <br />r -4" 4° 4, <br />/1-1 -1 <br />-q 91 In 11 M1 <br />� . <br />E 11 <br />0� 0 1=10 <br />0 �-- I <br />U- _ PROVIDE 1 Yam" RECESS FOR — _ I —'r kPROVIDE <br />� — — — — ROVIDE 1 Yz" RECESS FOR I — — �PROVIDE�' RECESS FOR— _ _ F-- —1 (' <br />SLIDING GLASS DOOR. REFS TO — t— F — ) LIDING GLASS DOOR. REFER TO (— SLIDING GLASS DO R. REFER TO I I I <br />MASON'S SCOPE FOR WIDTH L ASON'S SCOPE FOR WIDTH I I MASON'S SCOPE FO' WIDTH I I <br />® 1 M 00 <br />PROVIDE LINE FOR D1 � I I LINE FOR M I I i¢ M PROVIDE LINE FOR - I �o <br />S3 I ICE MAKER I I I KER 1 S3 I S3 I ICE MAKER D1 I I <br />3t" ��II <br />�� � /z MiN. 3000 PSI CONC. SLAB FOR <br />ILA I " 1 T III j HERNANDO COUNTY ONLY. 3)/2" 250p PSI ONC, SLAB OVER 6 MIL. <br />MIN. <br />1 T VISQUEEN VAPOR BARRIER <br />I I DBL. SINK wl 00 ( I I DEL. SINK w/ ( I l I o0 I DBL SINKw/ <br />�o DISPOSAL co DISPOSAL I `o <br />C.J. � — — — DISPOSAL DIS_ — — — C.J. — — — — <br />Fo 55 <br />D1 Ilil r� II �> III III �� I I �� III I I I III �� I <br />I J JII I I I N� JL JII I I I I I h� � <br />TYP.@ L---Jilly L== -J L====JL---� L---JLJ====:1� <br />2-STORY U.N.O. <br />5'-11" 5'-11"' 12'-1" 12'-i" <br />0 12`-5" <br />I I RD <br />Pwo I I Pwo I I I I Pwo <br />M <br />I I I T-10" 14'-2" I I 1 14'-21' 3'-10" <br />3' KM 14'-6' -1' <br />-1 �, r -I--�---� <br />M M 1 ► I I I I I I I�, ' 9 �� I i <br />0'-0" ELEV. I I I I 1 1 r 0-0 ELE I I o 0 ELE <br />® I FIN CONC. SLAB I I FIN CoN .SLAB i I FIN CON .SLAB I I I I <br />— — C.J. _ _ I ( _ � _ I I _ — i C.J. — — —�—+ � — — I C.J. (o <br />1 GG 1 I I I I I('GG I I GG I I I <br />M <br />I S3 1 I S3 I I s3 <br />I @FOUNDATION 1 I I I I 1 @FOUNDATION I I I I 1 @ FOUNDATION I 1 1 I <br />0 1 '-4" 1 1 1&2' 0., t 2 0" I I 16-0 6'-0" 2' 0" <br />ur) 2 i_ ) I <br />L- JI IL jI I i I I I L_ ii 1 <br />I 1 1 I I I 11 I I l i I I I I I <br />N (ELEV. APPROX. T <br />I I I I I I <br />11.1/2" BELOW F.F. 1 1 11 I I 1 <br />ELEV. CAN BE NO <br />■ MORE THAN 1-112,,J/ 1 I I I I I-- 1 I L <br />1BELOW TOP OF — — — J L-- — — — — 1 I F <br />EGRESS DOOR <br />(THRESHOLD. FIELD jl \I I I ^ `\a ( ( I - NI <br />K co I co`D K ( K `� ifl <br />1VERIFY N I� H� I H.W �I N I I `� N I� WA 7 1 <br />PROVIDE 1/2"RECESS FOR S3 L� _ `# _ �� S3 PROVIDE 1/2"RECESS FOR PROVIDE 1/2" RECESS F R a S3 <br />L FRONT DOOR. REFER TO v I ( LFRONT DOOR. REFER TO FRONT DOOR. REFER T v T 1 <br />MASON'S SCOPE FOR WIDTH 2'-104' 2'-1 Q4" MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH 2'-104" 1 <br />■ Im ® FM24 1 FM24 MI® ® ® FM24 <br />-4 4- <br />; 4 1 <br />I I <br />-0' 4'-0"'-0" 0" 10'-6" 10'-6" 0" '-0" 4'-0" 1-8 1'-8" 4'-0" '.0„ 0" 0'-6„ <br />o o <br />j -4" ELEV. FIN. 60 9I -4" ELEV. FIN. �* I I Cl) -4" ELEV: FIN. 1 <br />`o *4" <br />CONC. SLAB 11 CONC. SLAB I ® CONC. SLAB <br />ELEV. APPROX. ® I Pw01"ELEV.GAN ENOC.J. = I = C.J� I ELEV. ROX. 1 I MORE THAN 1-1/2"' - -rG'J' a1.112"BELOW F.F_ w W INin i00 1 BELOW TOP OF 5'-8" o I I ELEV. CAN BE NA I EGRESS DOOR C <br />" I MORE THAN 1-112 <br />3-o x 3.0 x 1.0 I ( 1 THRESHOLD. <br />w/ (4) #5 E.W. N L o I q I 1 I I BELOW TOP OF FIELD VERIFY <br />S3 S3 �' 1 "' 1 I ® T EGRESS DOOR 1 ® 1 <br />55 I I 55 THRESHOLD. I I 1 55 1 <br />■ 1 D1 I 1 1 I D1 FIELDVERIFY <br />1 I 1 <br />I I I 10 I I I10 U') I I I <br />A co 1 I I I I M <br />o S3 I J I ( I J 1 _J L-- — I J <br />II II ooQ� 1 0 "SEES 3 FOR S3 I YS3 ( ■ Is <br />■ <br />`A RECESS OPT." J T L - — — — -I ■ I ■ <br />cv L I L N <br />� ■ S3 S3 ■ , <br />HOSE (2) #5 VERTICALS HOSE HOSE <br />(2) #5 VERTICALS IF7(2) #5 VERTICALS <br />BIB W/IN FILLED CELL W/IN FILLED CELL BIB BIB W/IN FILLED CELL <br />8'-0" V-8" 1'-8" 8'-0" V-8" <br />10 <br />11'4" 1 V-4" 6-8" 6'-8" 1 `-8" 8'-0" V-8" op <br />10 <br />7_0," 22-8" 13'-4" 1 V-4" <br />INDICATES FILLED CELL W/3000 <br />PSI CONC. GROUT FROM FTR. <br />TO BEAM W/ 1#5 REBAR VERT. <br />ABOVE SLAB. TYPICAL @ ALL <br />PLACES SHOWN HOOKED FTG. <br />DOWELS 17" EMBEDMENT W/ 25" <br />EXT. ABOVE SLAB. GRADE 40 <br />STEEL <br />FOUNDATION PLAN <br />SCALE: Y"=V-0" <br />1 <br />r: <br />1` O <br />,� C� CO <br />C:3 > <br />C�D <br />_ - -0 ® ' <br />C7 <br />CL <br />C4 01.0 <br />f no <br />fV <br />O <br />fV <br />M <br />N <br />CV <br />0 <br />E 141k ASP <br />33 STATE OF °44r <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />r <br />A OD <br />1� Or E W r <br />O R, 8 N # <br />N <br />O C <br />o <br />9f M y Y <br />rp LL LL n. W 3: <br />z —� R <br />m bc <br />0 <br />"i w 2 p O W <br />QC @Nco �O� <br />Q Qa <br />LLW�. <br />No o cn O <br />MZ <br />O U U —1 co <br />W ❑❑❑ <br />V M r <br />Z N M <br />0 0 <br />N <br />M <br />U) <br />0 <br />v <br />Oo <br />V) <br />N .) <br />w m <br />j <br />aim <br />L 8 <br />z <br />N C, <br />O <br />W <br />M <br />CO <br />¢ <br />p <br />Z <br />Q <br />E <br />Z <br />Z N <br />Z� <br />� o <br />0 <br />�� <br />oa <br />4 <br />0< <br />N rQ <br />L <br />a� <br />ao <br />ww <br />(Q <br />G O <br />Z <br />m <br />O <br />CTi <br />OX <br />Z <br />aw <br />CA�Z <br />3 <br />8� <br />'o <br />U <br />?? <br />Q 3 <br />d Z <br />� & <br />O <br />CD <br />c0 <br />z1¢ <br />a <br />D <br />_ <br />0 <br />L <br />> C� <br />N <br />% <br />M <br />N <br />r <br />CN <br />Cr <br />N <br />60 <br />r' r^ <br />v! m <br />N <br />N <br />� <br />O <br />� <br />N <br />L0 <br />.Q o <br />O <br />M <br />< <br />r <br />co04 <br />r MMV <br />M <br />3 (� N <br />o <br />z <br />z <br />E CV <br />E <br />a <br />U � Q p <br />JOB NO: 22-02407-02402 <br />SCALE : AS NOTED <br />SHEET NO. <br />2 <br />
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