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6835 SW 67 ST EB-09-019-057 --- ------------------------- P n 15'-8" 18'-8" 25'_8• 12'-8" 20'-6° 12'-4' 7'-4" fi_2• 1 3'1 3'3_2° 1.'-T2'-7' 3_8• 5_0• 4_2• 6-9` 5'-7" 3'-8' 3'-8° 5'-7' 10'-9° 6'-6' 14'-1D° . '-8' ry\ 1S-5 VJ wl m ETIEDRCLI i t--- -----------------'-'-- -- "THICK CONCRETE m '\ I B-ON-GROUND W/ ,�{� LV - ,',,AT 6DMID UIPPCT THIRD OVER ,c TC L----- --------- ----- --------------------- -- � .AT A/C PADS) E O , -1 00 2 WF-16 _ iD WF-16 ° __._ _ __ __ _____ _ _______ _ 1.1 _ _________ I ^ Q u I•rr • •• • L._ _,1__ ----------------- J" _ ° L3 ° WF-16 I m ___ ______ ____ ______ ______ \ . .. . 1 ,, ` t7 _ _______ .:__� �_ ______________•___ _ •� ' TG -----LE_____rn `a i 14'-4' Av 8i' Oi 0'-2' WF-16 TC 1 WF-16 F i 1 •F• __�_____� H� 2' __•" � Ir 8" 14'-2'I 11 L__J 7 I 8 • T L J S-6 1• I m ) WF-16-0° 12'-4° 6-0 ----- -6 --- s--.Fr - -- i_i 8' �3 - _ h q 7 i i •/ u' LLI 1 •N 1 I i. r 111111 i-i In F WF 24___l C.B. c) 3I' LL_ ® © I 1F4.0T O ° 13'-4" r 8 I 39'-8° ' 22'-7" 10'_0" 81 20,-6° 8 , F--� �" .°; 1 _ T r____- __T 18'-7" O 1'-^ 3 i ITC TC 4T1 t/2" •'� m __I� 1 O , I 1 it -- S?6 2, I 1 i i 4 1 • i xA 'i �- -i© Im I , I -- j •I q W 16 ` WF-16 1 1 i O 1 1 i 1 1 ST 1 r L i i�x j I ILL _J L__ ___ ___ap. J L i7 I 1 I I I •___ ___ 8 hM 0 1 ` [_i , 1�+ - C.J. U - �I C.J. r____ _____ __________ 1'-OM I 28'-2• 3 I _J 1 , O I - 17'-0' �,r ' 4• I °I ^ 1 E F4.0-6.5 TC i F4.OT I 57 I - - - - C.J. I .� 1SIM S36 S66 _ • �8 i F4.0 2`SLOPE DN. PAVERS ON SAND ¢ EL-0'-7" - S-5 ,.I - - BY OTHERS. N •� 4'THICK CONCRETE SLAB-ON-GROUND REINF. 1 ci P=i"=�I --_I° 11.` �,rn. '/I I h/2' o f 6 X 6-W1.4 x W.4 W.W.F.AT ID-UPPER n a E a II I D W 1 11 AA'�y I 11 q i fi MIL VAPOR BARRI R ON SUPE ISED COMPA TED FILL �_; L� 3 1 FILL SHALL BE COMPACTED TO 95 OF 1 1 Ol C.J. _ • •� I 1 i CJ. .J. EL.-0'-9° L 1fO S-6 • 1 ti THE MODIFlED FROG OR DENSITY TIN I I 0 i ACCORDANCE WITH M-D 1556 D ASTM-0 1557 1 "THICK CONCRETE SLAB-ON-GR ND REINF.W/ I 6 X 6-W1.4 x W1.4 W.W.F.AT WD UPPER THIRD OVER F4.0 __ 1 13 •� PAVERS ON SAND i 1 SOIL COMPACTION 5 ALL BE SUPE ISED BY I 6 MIL.VAPOR DARRIER ON SUPER ED COMPACTED FILL 1 A FLORIDA REGISTER D GEOTECHNI ENGIN L 1 F4.0 n TC (TYP.) i FILL SHALL BE COMPACTED TO 95.OF -- - L F4.OT •i° BY OTHERS. 1 1 •i 01 lµ THE MODIFIED PROCTOR DENSITY T IN 1 3'_11° 1- _ 6 IN ACCORDANCE WITH ASTM-D 1556 D ASTM-D-1557 S C.J. 1 1 SOIL COMPACTION SHALL BE SUPE SEE BY 6 L .i N 23' 3" �" 1 49'-8'° A FLORIDA REGISTERED GEOTECHNI L ENGINEER. S-6 `--- ---' 11'_2° 8" 1 1 I 22'-1" 4' 1 F3.5-5.0 C.J. C.J. 1 C.J. C.J. •• C.J. Zft 1 i J i J IC C EXTEND CO ,/ "i CC(+3'-�0' IB TO TOP OF 4i I 1 EL.+0'-0" o i i 1 2" C.B. •m q PARAPET 3 I I REF.EL+14'-6°NGVO °i 1 I Im m DYy��Y"o 2*SL PE °' mv•�p„oy � T.E.`- T it < i --" F5.5 iI I _ ___ __, 2"EXP. V' O m 0 0 1 23' 3" m _J LF4.5 1 L 1 F4.OT ''d x a 1 5 F3.T; 2"EXP. JOIN -- v v u WF-16 1 WF_l6 i i O ON WF 16 i C.B. C.B. v m y g v vi _ _ Nol- _ ___a _____ ______ i O 4' m I I 11� µ a FI ` , ll • /tl;�' '_� zy 1,,, mo'O o o_ I 1 113 I L m 0 y N N ---' '� j __� 1 .0 Y'q A µof I . O' © r____ J F [m] 11 23-7° •i ci 56'-4" ,i ei , �1 IB •i 22'-8• i1-0° p, q,ggdA 7q.p,CG �4.OT F4.T ° T 0si ° 1 41-2° o u P, :14 ro>u 0 _ __� -_- F-- ^ 1 F4.OT •I F4.OT I d 0D Bd m W _16 �___ L WF-16 ________ � L _______ W 16---------------__ _ i _ L_, 1 I "'i F ° tiM,v CI v __ ___ ___--------- 1 - -- ---- - --- ---- -- ----- -- 1 i J L-----------------------------WF 24 `�'------I' m ------- - C.J. ___ ENCASE ST.COL ST 1 -- - ---8 ---1 N IN CONC.BELOW L - - ' f . I 1 F 1 TC -� IF5.0-8 OT GRADE.11P. w 1 r' �_� r_J TC _ H r ° 24'_0° 1 1 L n 1 1 5 2'-10" 4 3/4111 1 8'-1 1/4' B I 4'-2" 1T-2' 1 1'-� 1 •i 5-61 BEFORE POURING S_6 i i I gT I , PAVERS ON SAND THE CONC.,NP. I li i O6 1 i 1 BY OTHERS. 13 EL COORD.W/ 14 ~ I "/ i� i i °j i p 1 i ARCH.OWGS. °j D° FOUNDATION NOTE§ 3 II ED' 2 I 11 1 1 1 S_5 I 1.TE IIE TREATMENT OF SOILS UNDER STAB N GRADE SHALL BE •m it °I 31 it el I Iti PERFORMED KFORE POURING STAB.GEN COfNRACION SUBMR II T.E. ''p Bl4 C9 IGTE OF COMHYNCE L HAM F.e.c. I I I I ST r -------------- / "D. •ggUIPOTI)I� �CHPTER�SOLS 6NFOUNDATpn ECIION 616 i i i 6 1 1 S36 n WON I II _ T.E. I. D° IL •D J LF8�I 1 2 CONTRACTOR TO D CHANGE CROAT FlLLID LL LOCATIONS T➢Gix)NS ii 3 II 1 _z__ _____ __J � ALL GIRDERS AND CFOE E BE BED I NEIL . m�__ ______ ___________________ ___________v_____ 7.All ANCHORS SH4f1 BE EMBEDDED INTO PO Rm WNCRETE OR CROAT $-6 I I m T I'D" ¢ T.E. D" I FILLED CELL rm.1 S' 1 1.GC 70 VEPoFY All DOORS AND WINDOW CPU INGS DIMENSIONS PRIOR TO \ REQUIREMENTS,1AING W/MANUF.AND METRO E PRODUCT CONTROL - 2_J I 18'-9' •µ 3 1 1 C.J 1 C.J. lO i 1 ,a'�,yh t� W-16 1 1 1 A '^ ir.f4 L I L__ f ° SWIMMING POOL DESIGN AND ENGINEERING I i F4.0-5.OT •_LI -J •I D i i //�� ARE NOT WITHIN THE SCOPE OF THESE I 2'- 1 6'-10°•I 1 18'_9" - 1 I 'L •I V 1 ENUNDERING DRAIWNGS. m i ,� •o mi �i i1 I� •i m,1 PAVERS ON SAND SLOPE 3i li 3 iI 2•SLOPE BY OTHERS. I F' f _� 1 LF4.OT 11 1 N ~i F4.0-S.OT I i •v� i i 1 _ n Br II L__________ _ 1 ° 1 _ _ 1 1 C.J. i , 1 i� C.J. •i •;ib Yd+s! � r, j WF 16 y) I 3'_7' _•5_ .. T.E. T.E. T.E. i 1 i 1 M IM -m ' 'v j •I O E-L " -------- --- -------------------------------- ---- ------' I �I 11 71 I I p I I II I II I I CQ T.E. "D° I,i i li I II m 1 r1 1 1I 11 EL y � II II REF -6"NGVD 1 1 1 F8.0 z 4°THICK CONCRETE SLAB-ON-GROUND REINF.W/ 1 1' 11 S I I 6 X 6-W1.4 x W 4 W.W.F.AT MID-UPPER THIRD OVERtn •,� 1 i1 i1 4°THICK CONCRETE LAB-ON-GROUND REINF.W 7 i i o Q 6 MIL VAPOR BARRI R ON SUPERVISED COMPACTED FILL -1 °I •r °'m i° °' 3i Ii 6 X 6-W1.4 x W14 W.W,F.AT MID-UPPER THIRD 0 R 1 1 ,i W FILL SHALL BE COM ACTED SI 957<T I 11� L i 1 6 MIL VAPOR BARRIER ON SUPERVISED COMPACTED FILL ul THE MODIFIED WITH i OR DENSITY TEST IN 113 1 11 1 ,1 1 11 FILL SHALL BE COMPACTED TO 954:OF I I ' ACCORDANCE WITH STM-D 1556 AND ASTM-0-1557 1 1 i THE MODIFIED PROCTOR DENSITY TEST IN <1 1 13 �+ C SOIL COMPACTIONS BE SUPERVISED BY 1 1 II ACCORDANCE WITH A M-D 1556 AND ASTM-0-1557 I 1 S_ ,� r'-1 E-DO A FLORIDA REGISTER D GEOTECHNICAL ENGINEER. -1 IT SOIL COMPACTIONS L BE SUPERVISED BY 3 (TYP.) 17 9" 15'-B" _ 3'-4° 16'-0' 3'-1" 3'-4' 14'-3' 14'-3' 11 1 1 A FLORIDA REGISFERE GEOTECHNICAL ENGINEER. - 00 O N TEn , EL C ORE.w PAVERS ON SAND v) "__________WF 24T________ _Z__ ___�_ _WF_16- - __ _ =-u� D F4.0-B.5T 31 4t1 4 2-1 Ii 21'_4" , _4� i AR H.BINDS. / BY OTHERS. ____ ___ 4 .. ------------- ------- -- OT r D J 11 r- .0-B.OT _____ ------------ ------------__ _______ _ ______WF 16 -- ______ -------- __ _ C.J. _ 4 a n 1 ® / �1{ -I - F "I----- I FC ml '8' • \� .,,1 I�yr 1 __T E_ _______ __L 4. _ _I L______ ___ _ ___ • 1 T° 1 SL.I •i T1 DN.L 1 m 1rJ 048° C. 31 35T �_ _� � �_F4.0 i_�_ ��zl` f- _iI m WF-16 gT ` i WF 16 F4.OT4 �` � i i � ' __16!_B°____ _____ 1 FC 1 1 o TCI G-"' "Fj 7 I TC i `�75� '' - 1 o i i C.J. '© _ S_8 i _ I ------ --WF-24 ---- ---TC $7T I 1 1 ' I _ _ _1 Lf 1 1 19'-8' - •i �.E. BSI I 1 I 14' 0° 14._0• TCI C.J. 1 1 i O F4.5 I "D" > 1 i ®p146 0 C.7ry�Q, .� ,"jC • BELOW STAB•(+12-b)• I 1 a a a 15'-7° 16'-0' 1 " i i i FC 31 1 3 WF I 6 I B 7 1 'F.Zn UNKEN TUB C.J. C.J. 1 _ I r 4 C.J. C.J./ LF � IGN AND ENGINE RIN!`i_ I r ''°I•F_2 i 6 ST i I 1B_3_ 1 ' EL COOR.W ..___ _ n I-AR •IIQT WITHIN TH I i 1 1 '�-� 1 9 i ____ _ _ _____ ARCH. Ems. 1 1 SCOPE ttF THESE i 3I 1 i ( __ ___ ------ -_ _ __ _ _ __ _ -- 1 TC C.B. F-Iy al , 1 L ENGINEERli11G DRAWL GS. L .1 i 1' F5.0 TC 1 I a m TC i r, 1 O . 6" I G" I Cl/ 1 EL+D'-D" I�� l4 O -I 3i 1 p °I 4 0'I -T e1 , I, -�` i• TIEf.EL+14'-6"NGVD °i B W UP •1 TC I r S-6 C.B. .� L , m _ EX�E m i I ®48"O.C. C.J. 1 Alp: AX I o ii"'\ 1 , TO B pgpV F3.5T'n , •rl ' l•' ' 11 -L _ 24T 1 -l_WF 24T B I •i e 1 - , W..T 1 F3.STi - 3 _ 1• , o, <<<< TC TC I 1� fC 24 O.0 tt r WF2 _J i O B ELOW SLAD(P+12'-6'� I • 1 f J 3'-10' 1 F3.5T o ° Ji F4.5 F4.5; ( 4'-1o" +- 44'-4" •I Bt 72 I r4--N 8 jj - 1 i 1 1 1 15-11' - 1 I TC r TE °F3.5T " g7 gT 5T 14. 11 14 00 ❑J U ro 1 °, L 2 _ 1 2 1 I d WF-16 Q 7 7 WF-16 7 jT y J 11i. S 6 S-6 •< •a o �I 8 I 1 I � C.J. L�,A__ ____ ___� S_6 1 I 1 1: 1 1 - - - - --- - --- - --- -- ---- -- L 1 :.1 _ PAVERS ON SAND _ 1 3.5T o I i i 2C ST o C �T�� - _ __ _ ___ _ ___ ___ __ ___ _ BY OTHERS. PAVERS ON SAND E.COOTIE.W �_, r_, - I T �iE/__1 _______i 1 1 i � -L m I A CH.DWGS. 1 F D TY �__ ,I I L0 ,011 11. •__ __ 1 r., 13' 4" __ �� o ®3q C� p -� rm-' � I•�1� 1 I o - L` BY OTHERS. B BELOW SLAB`+� -7') .�' �I i I':1 1 , 15 O •i 7 CONC. F3.5T WF 24T °+ i 1 I3 TC iC< v!I1 I i i)i3I I 1I-v 5_6 < SLAB. f n:1 •i ____ _________ _ L- WF-16 �� O1 WF-16 3I 11 WF-16 I>y'i _ i 1. ___SYE 1_6__ I I�: SLABONC. ___ __ _______ ___ ___. • L_.__ ____________ JI IL_______ � _ - �y m____________ _______ __ • __ F-1 16 NI 1 1 SIABONC. 12 10 C-) N 14'-2' 9'-8' S_6 34'-01/4" S_g co N O 1 19 3 19'-2° 'd vo 1 39'-5" 43._8. w �N A" IGNACIO J. LVO 6"THICK CONCREW� I o w SLAB-ITN-GROUND W Iwo FOR I O.C. sheet no. (2)6 X 6-WIA x W1.4 1 1 N `n 1 rWE-JB-------___7;3' - I EER W.W.F.AT MID-UPPER THIRD OVER 1 I EL.COOTIE.W 6"THICK CONCRET 1 SUPERVISED COMPACTED FILL 1 1 I ARCH.EWGS. SLAB-ON-GROUND NlJF --__-__-_ 1 755 (2) 6 X 6 - W1.4 x W1.4 i i 1800 S.W. 27th. Ave. #401 FOUNDATION/GROUND FRAMING PLAN W.W.F. i MID-UPPER THIRD OVER - SUPERVISED COMPACTED FILL --------------------------'---- A/C Miami, Florida 33145 WF-16 N (TYP.AT A/C PADS) BSIM COMP• ILL Ph: (305) 648-9008 SCALE 3/I6 = I'•0' S-6 1 i i 3 Fax:(305) 648-9128 L WF_t6___ E-MAIL: ijcpe@bellsouth.net -------- --- ----- ----- ----------------- -___--- P.E N° 56755 --------------------- -------------------------------------------------- --------------L---- ------------------------------------------------ 1 OF 10