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PLANSad A8 ad 1 as' By: SKETCH or ' SURVEY SURVEY of Lot 11, Block 181, of REVISED PLAT OF MIAMI SHORES, SECTION Of according, to the plat thereof recorded in Plat Book 43 at Page 51 of the Public Records 04 Dade County, Florida, being situated in the Village. of Miami ,$hares, ?lorida. ORDER NO 6466` DATE: February 12, 1980 F.B. 2.41, P. 43 $ St As ahosm , +, WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY of the above described propelity is true and Correct to the beet of our knowledge and belief as recently surveyed' and platted under our direction. A'. R. TOUSSAINT &`ASSOCIATE$ INC. LAND SURVEYORS 620 N.S. 126 Street, North Miami, Florida Howard C. Gamble Registered Land No. 1683. State Of Florida V. Pree. 1E4 ,, os 24 1 N •art 11 0 8 . 7 1a ad A8 ad 1 as' By: SKETCH or ' SURVEY SURVEY of Lot 11, Block 181, of REVISED PLAT OF MIAMI SHORES, SECTION Of according, to the plat thereof recorded in Plat Book 43 at Page 51 of the Public Records 04 Dade County, Florida, being situated in the Village. of Miami ,$hares, ?lorida. ORDER NO 6466` DATE: February 12, 1980 F.B. 2.41, P. 43 $ St As ahosm , +, WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY of the above described propelity is true and Correct to the beet of our knowledge and belief as recently surveyed' and platted under our direction. A'. R. TOUSSAINT &`ASSOCIATE$ INC. LAND SURVEYORS 620 N.S. 126 Street, North Miami, Florida Howard C. Gamble Registered Land No. 1683. State Of Florida V. Pree. . . ,SG"SOt 'O 10 . 0! 8 . 1a ad A8 ad 1 as' By: SKETCH or ' SURVEY SURVEY of Lot 11, Block 181, of REVISED PLAT OF MIAMI SHORES, SECTION Of according, to the plat thereof recorded in Plat Book 43 at Page 51 of the Public Records 04 Dade County, Florida, being situated in the Village. of Miami ,$hares, ?lorida. ORDER NO 6466` DATE: February 12, 1980 F.B. 2.41, P. 43 $ St As ahosm , +, WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY of the above described propelity is true and Correct to the beet of our knowledge and belief as recently surveyed' and platted under our direction. A'. R. TOUSSAINT &`ASSOCIATE$ INC. LAND SURVEYORS 620 N.S. 126 Street, North Miami, Florida Howard C. Gamble Registered Land No. 1683. State Of Florida V. Pree. T CABLE SCHEDULE - - L4E.IGIjT EPA r4 W. CABLES D-0 TO B' UP TO 12 1 0 -0" TO 8' - 0" IV-0 TO D!-0' 2 O'-0' TO e O 32'-0" TO 45•-O' 5 Et ..t` TO 10' -0• UP TO IS' -O' 1 5' -r TQKE:o° 15.0' To 2r. -o• s� .. - . 3 - Er: I` TO 10' O c oLLr. '-- IL - T m1 DE !M X G ; ALL MEMCLE: 211 112132 p�k cc��.•.1t 25 -COLUMN 35 = COLL. 'r .IL 35 - COLUtA 45 AS TB ���c {1CLT•1tt� 65 1S �•5% - r 7Sye TB __l 1 TB 15 3 /e TB - 15 Y2 T B /5 j'B T ROOF FRAMING PLAN T YPICAL ELEVATION Z'aZ' weLceo E`. E BOLTS NICOP'RESS SL EEVE IS- 2 -6 EAM 4. COLUMN SO1EDULE pIMENSIOf-{5/ MA)cgMUM CLEAR 5PAN -- + :BEAM COL. SPACING - T 4'- p' 5L-Q" 6 ' Q . " 77- p' ° L o . e- 0050' 4050 - E. - I O" 5'• 6" 5' -10" 5'- 5" 3'=0' 9 4 5-4" 7 -8' 7 - 1 16'•6 - 17 - - -- P - 1 Id- ev 1 iT - S'-i - 4' -6' re - e.• j1 -9' 10 1111 Io 2' '- A 3rOr' ' 10' 11t 7 4 O. I250 15•- 1' 17' -8' 16'1 I5' -10' 15' -0" 2 - ICI Q -y 7 • mi l 22 t05 6.2 R +YS►• ■ tT'y 1 ` 1Y� 1 PIE"? 6' 25 - 23'-2' 22• -I" 2i.-Oz 20' -1' 7` O• -e O. •' - 9- • 2G -11' 25' -.4" 4' -O' 3' -0` 0 O . • • .. . • 1 ? 29' - 3' 2'i 7o' = 2' tv , o. 7' 0062' 0.15. 0 125 52-4' 30 -0' 28 -3' 26' -1O" 25' -8' 7 0.062' 0150'02500' 35' -6' 32' -11' 51 O 2 - 9 ' 5 2e -2• 7 0462' 0.150' 0.3750' 38• -8' 35 9 53'- ee 31' -11' 5O - 7 7 0.06z' a1 ." 0 ..• 441'4` 31 36' -2' 54'- 4' '32•71. )" 0 062 0150 0 6250 - 4 I' - o' .."7 38 9 3 5 '?\t- E PETAIL_ z ! 4 W (a) to x 2 z, LAGS FASCIA 24105. M.S. 2 4 "a �'- ANGLE. Y 2' SS. CABLE BREAKING STRENGTH{ 1,200 41. t" 2: LAG IN EI:PANDET OR JORDAN 11035 bUTERITE ANCHOR m >� LEI. 2} 5.5. 5claElg -- ALT ERNATE +•Y 2" 14 - al va le ci4AN EC BEAM 2) }" sruos Lc4P ex r TYP " U CLIP DETAIL tat Bzes_ci C 3 - DETitIL 5 iEDIJLE tosl 4 XIi }_ S.m.s C olANIETE.11 - ._ ELESC.OPIC 7 ELECOPIS ROOF BRACE JL4 E s SLAES (. F00T1N0 BY °The- R LYJLESS OTIiERW15E NOTED' CHAIR RAIL r Y2! SEAS 6 a6:1C4101e1v614. a)}1D.2e.- SS SCREW B "xe" CONCRETE FOOTING' W /115 OR £ *4. ROD Cr W/Z 10xr5 TO CLAN_ t Y2'r ;Arta. E•,. SDE -wiz 9to Y}' LM.3. TO BEAM I.tSI - Ct s Q ). *ICI l z's'wII 551 4• h p - Y9IC.4.L) - Slit k ----. ... - t %f. NOTE la - .v Ti11�:_ TYPKAL Si THICK KESS' 1 r I a' YERIMETEH .M E2.tBER u - 754 PJ= 8IMETEFL 1 01A - MEMBER SERRATED 'ID .049 K . FRAME M.T. AN6 - - ' LOCATION D 5TRAP5 LE- Markt_ Ir. i-Da 9 6.O• _7-O' 8 -O' 0 s' 1. Q 6.•-KI'. -.2 -4' -Z 5�7 ' Li 1• -O• 2.10' A' -e -- s:".". 454 i - IS• 1 6 °2 5'• 2• I2�-10• 12'- ; j 2, L '..1, 5' 11'• 1 17 14' -4`L4 7S'i - - 1 3 V 7 5 "- 6' 10 44 101: $0 TA' 1 2 B'. B• 2' -O" 6'•6' O' -4'Y =G 24' 13� 1 11'.4' 1G -8' 16'•5• 10 66 ib -b' 2C 1 IN- 2.' a• - 2' 4'- 2' T- 2' D Ie' 153. _ 2 'IS' -O• I • -10• 4••2 Ko i 15• I 2Y -O' _31 24 1 Q_10f. - 4 ,t'. 5' 5'. O 2'-0• 8.4' 8 -4 I& 5 264' 2r -10' 15• -10• IV -2• 16' -2` IB' ' 2 27. r.' 22 - 6' 21. 10 - 21'- G' 21 -Cr 13' 1 25' -10' 25'-0' 2■• V' 2I 44 24.6' 1e' 2 ' 8 ' - ' 2 ' - O' 8 '' 6' 8'. S IS'•! li le - 4' lie -4 10' 3Sx= 1 - 1210' 22'•2` 2Y -2' 21.8' LIU �' 18' 25•6' t7. 16.6' I8- T 51'-le 4• )C7 -2' 7.0 Q'155 (2) ID C jk' PLNDTRATION •��� � ' ii EAC1i : . � N OON " � 2 �- AN LE C.A `,�\ �1 txCr o i u.; DlAM ALTERNATE PET/Nil- = AT_TAPIME -4T TO - RAFTER - .03Z BRAKE N - METAL x - 35 ca LARGER Ca 1.44$4 ✓( CONNECTION TYPICAL CORNER CONSTRUCTION 'ANY METALLIC ENCLOSURE WIITHIN. - :5 FEET or THE INTERIOR J>,'ALL8 OF -.' _SWIMHNq POOLS SHALL HE ELECTRICALLY V - (0- 1034LISG(I)MIDXEV 1 �/ 1145 IN EXPANDET OR JORDAN *100 -TOYER 3Y LSE S LAGS (AT LEAST 7' IMBEDDEQ INTO COrisRETC) .. TYP. ALt, AROUND +10 X 2 it H.HSS AT 24" CC. - 41: O. ALUI.1. N:ASHER IN EXPANGET OR JORDAN' 1100 b Y 2 r 1 "LJLa I8 EAR*. NDES 05 JORDAN ♦ 1011- V ZY Z") }' AN8LE EACi S10E BEAN - AL'"TFRNhTE P TAIL 10 WITIj GUTTERS CENTER OF CLEAR SPAN - *10 S.SS.MS cSTA,Ca:oGHFD ARI1S tRFS . BEAM 5' GLITTER fi g= I }SC 5 SC Sr 5'1RAP No. 5 4 S z 5 TRAP5 k. DEAfri CONNECTICI)V - SEE SCREW SPAO NO �Tj3RP k. SCREW CONNECTION id1 um z'o2'i ' mo. _-(7o EVE) - EA. SICZ WITH 2110.' 5N51:. .0% EFL 52 USE 3 - 5.M9 - DADECOUI.1T`j APPROVAL: ACCEPTANCE No 77- 061.1 W3TNIAl @1W NANO SEWKIS a h. 64 I,iIq. NOTES' F- DESIGN LAADI WALLS N AND OUT,)3 P.S.F. ROOF UP AND DOWN ,?P.5. F. 2 - SCREEN CLOTH OPENINCfi TO BE GOA CR - GREATER. 3- ALUMINUM BEAMS AND COLUMNS SHALL BE A - MIN. OF .055' TN14X -WITH TOLERANCE -AS PER SOUTH FLORIDA COOL. ♦ . ALL EXPOSED FASTENERS :,HALL 56 NON - MAGNETIC STAINLESS STEEL CR ALUMINUM EXCEPT CABLE I IAP.C' L P.E 'FASTENERS WINCH MAY BE HOT GALV. - STEEL. NON EXPOSED FASTENERS MAY BE MAU -4.M STAINLESS STEEL. 5 - ALL MASONRY ANCHORING DEVICES SHALL DE MADE OF NON - CORROSIVE METALLIC CONSTRUC- 110N OR' MADE OF VIRGIN P.V.C. PLASTIC OR MATERIAL OF APPROVED DURABILITY. 8- BOLT AND SCREW FA5TENINCC TLiRU AN OPEN SECTOON OF EXTRUSION INTO FASCIA 07 SLAB MIST HAVE A HEAD DIAMETER OF Ye OR USE .h WASHER OF 4 ' MIN. DIAMET ER. 7: ALL COLUMNS I1-1N. _BE FASTENED TO BEAMS OR STRUTS WITH FASTENERS OTHER THAN INTERIOR SCREWS. 8 - 6063 -T6 ALUM. ALLOY BEAMS WILL BEAR EXTRUSION 1DENTIFICATION MARK STAMPED ONE '. FOOT FROM EACH ENDOF BEAM.-FOLIDWIlG ARE -- APPROVED MARKS BON 6043 -T8, M 3-IN ADDITION TO BEAM BEARING COLUMNS CLIP ANGLES ARE RFSIUIREO ON SIGECOLUMNS AT - t8 -0' C.C. MAXIMUM. 10- LATCHES ON DOORS Cr SWIMMING POOL EN 3 SURES 51IALL BE 5'- 6' ABOVE-THRESHOLD ANC SHALL 55 CIF- LATGiIt4G E. SELF LOCKING TYPE. 11 ARE IN ACCORDAI ILE WITH DESIGN _ CRITERIA AND TEST REQUIREMENTS FOR ' ALUMINUM SCREEN ENCLOSURES AS APPROVED BY DACE COUNTY BUIIO■NG AND IONMS CPT. 12: MAXIMUM ALLOWABLE. OVERILANG (IXMENSIGN A) TRUSS ROOF : - A • 40' MAX. B FLAT DECK ROOF 1 - A • 24 MAX. LONGER LENGTHS REQUIRES ENGINEER APPAJVAL 13- SERVICE DROP CONDUCTORS CR OVERHEAD WIRING St4ALL NOT BE I N3TALLED OVER ANY - SCREEN ENCLOSURE HART• 14- SECTIONS 1'a, 214 ARE ALLOY EMITS Y5.16 1(.5.1. ALL OTHER5 ARE ALLOY 0063 -T6 Y " S'2SK11 ALL CONNECTORS ARE ALUM. ALLOY 202.4-TA. OR EQUIVALENT. O.O13T111LL MC. 550 IALLA ■4 FLE i) d14 10 N @: DADE - 822 - 30 SkowARD - 587- 0.050 Screed Enc tot ure fan► Eyaa3 L u3L] nf.)1L• STANDARD PKTAI LS °U 5e s= t 0d0 i;ec a' 4 s rs N 70 . /0 . ,. 8 /444/ ,. w 5 Q 7 y 3 /00 2 .4 o Ai& .ter. SKETCH OF SURVEY Lot 11, Block 181, MIAMI SHORES SECTION EIGHT REVISED, according, to the p1a1 thereof, recorded In Plat Book 43, at page 51, of the Pub11.o aecords of ade County, Florida. Orddr J5690 Deg. 15, 1951 P.B. 118 -8 Scales shown 1 HEREBY CERTIFY: That the attache& SKETCH OF SURVEY of the above des.. oribed property. is true and correct to beat of my. know1e ' tbe:Lief, a8 recently surveyed and platted under my direction. 4 d;s j ` M /444/ 5 </O Q4--. y 0 `V ._ -e. .3 C/ - 37 - /4S 7 /6 /5 a /3 /2 // /O S 7 <$ 5 I 3 2 _ Ai& .ter. SKETCH OF SURVEY Lot 11, Block 181, MIAMI SHORES SECTION EIGHT REVISED, according, to the p1a1 thereof, recorded In Plat Book 43, at page 51, of the Pub11.o aecords of ade County, Florida. Orddr J5690 Deg. 15, 1951 P.B. 118 -8 Scales shown 1 HEREBY CERTIFY: That the attache& SKETCH OF SURVEY of the above des.. oribed property. is true and correct to beat of my. know1e ' tbe:Lief, a8 recently surveyed and platted under my direction. 4 d;s j ` 'r, l.i !•.S z S: r"C rT VATIQtr. Trritr irld 0 s+, or��...y� m �-r �re-�. z- �..*,• . -.�. !".�.....a.�, =•.a -. i"! -xc-,,..:-4""r ' :...,�+r r - yS • L ' iT FiA r. T I`l. f..::QEEP S:TCP. t. 1. ;. r... n..■_ . : r ., 2x4 .1cp "bit. br ktes F$4;4 eEJAIN PAAt.k t(1tt - 2.$ t- ?!7R[.(Nf S'�pt.kItu 4• s11. YE AST E :. - StiOitk i 0,06R J0 ptN.1ZQQM >; - .MOR :it : 1(11''Ctt t o00Ii17+2 SARA' ' ;Q 4200k '3 -0134 e �ZS}t {c1 tC 1�E.t:Cb4S Rt�,l a1� , 50uT�f Ni Ttt.e t ? l o t rQ Ml C.A, t$,AC( L YCN* COt1tt4;un+) sCRE.rs °_Qv;� 4e T.cf till ►jE R�SM :PAt{ 1TI Y 1S OUTT: MAS 1ARY : WA CV r BOt T Wit lie Fi-AT 1tLE . ROOr OED:' . 51 "tP [ : `' _ 5iticAvit ti-Nn ` • 2nC� JACK (1■ AS0 TEt).6h txZ :FU(ltr, . ;TREAYEC? - TEA. • $bLTS' • 6 AtlCRORS . _ 4 •s/g. + R04% $ 1 Cott. N . ' /Z'A ' -,": rtrE R4 QS 9EctT 1N.;Att7Al :•'iT 2 r.�}.. ttAiLF.Z ..'� 2 -: t'o, Q' rvi t .+sn 0.k "- r43 P4f..1o,+ K4- 4:t)» ,,. • J t4_, A►!O' nt5Tltt, °NFL - itz0.4.1 O60aS cOMtAG i CA. b *" ra Jty t?x ! i57.t1!!elAGISP1. Y211,07!dVAIPZe'11�.1. rAreirii' 7 evr 4v, iv4 ' RAC: '!5.1%t0 to elf : Gtr. uNQti2 dt fflo . F • Ftrtl 'Z4tM fitly, ( t'Rtf'• ;St• '� 4, . } ► 'd/1 /eA%,!1 t/. /Ar '' 40 - Agiree 4444.yry.4.- ,44.444 `\ It % /V'',tM U3 S ; ' 4 • , • . 1 4 , v 4 1 . x t T) ` dolt) AAAw TO 60 trV MU: E 1 1/6 1 , , O , swr 441,t -N3 MA _ ! , 4 )'t(V.: FaQ:CoI; ForAGIA01 K. " rta1' ''t ft 4/0 te�y .. tt.! l i %F3 .. f'LA t) ` ►411t uJ k t)A ' �� �i $'1�o1p1 s . 3 1+ � 't • ` . VA S f it , ' tt /A," ( ft )%'. t. .c21R l'. fos k.14.1 rtl ti Z wit,: ?Z yr .op 01‘14. • • Luf6:106!) 14os:ti 0 P` `4P �tS. -: 0 %03 Sh., Fib. " : j ri it MD) .,:1.'0 cl e. �` III 'A` S u�n c4NVL. sip 1l1.c. f0Ait . rN l 0 .`' Nt,r! •VAl1 '1F �tr'G2VA4 t%. i re r .,A , 6b' a c s st >%k,k. ' +s. , i pi t' -:t . icw c i t {Rt . ". .»: • U. D_ O.k IA)) is R t ` k ,±� ..Y i..(off`. Ft` vt : " °A!J£ l S . ? .tg $17 ` 1. 4Nfir 54 L i4.$"4. 4 4"isitr : i�t1b :. .,., R¢.rr�+uT Its " :.= .ta dyu0400 0)404707. fit/ S?VMP.. 'AtlO. <9A &S " X4 :01 • `; 4 �.�S� �� tr ii t //�� 1 Via) CQPe ._ oHSJic-r' WI 4911 -T.kir IZ.oaF r o'1tq�. rr 't :thy 54.5 4 • . s irie ki.r! fx t svI s 1 .5)-.1AUs, V01)1. :C4t t `. �NAr.'�Sv ' `.' 11J #Ago. 2 _ P i: � 1414. MtJC frcZtZ itt, 'AO:. ' P' $6-u 11 1 1 4',. - 4 4'oillA ;• ►11',4 f1' .k,400,41A1 (Z,`a c t x.- T, • POOL. DMA POOL CAPACITY G.I. 15, <000 FILTER AREA Sq,Ff. t.40Z. FILTRATION RATE GPM 21.1 BACKWASH RATE GPM 2.I.1 TyRNOVER RATE Hr. 12 PUMP SIZE __. Hp. _. I __ ~X13T. MASONRY NAL L rr =r..z _4.17 T7 2 AOJUSTAOLE COLLAR J io 1 0.34 00, cO` AND u PO LEGAL: LOT NOTE: - fti Wall thickness. poured conc. -9, To P. Er ao 1 gunite 4 fOP, THREAD SKIMMER DETAIL Vi a s RISERS r • SCAt. So 24 " • TYPICAL 6" 7 801 Water level 434 I2 eo.wor f Nydre♦ /ette Yaws 1 1'449rin Rock-, POOL. SECTION r3. cK_. ` 181 , Rr<v Pear cz ' r•IfA 1 0r rre:� F' •. ¢ 3/ 5�t - •t�!�. "u► , C urd g:Y� [.. ' L a.>, z. STEPS DETAIL 4 See deck del. Separate circuits for F.C. .5,0 motors and lights • v8. I. �: . 4.,) 2,otl.V ; 20. 4. U5s C•o SLAB Poo/ Lig • 4 I COPING Skimmer 4 MIN. $. r. STEEL LIGHT NICHE WHITE MARBLE f`. PLASTER ,� , ' - STEELTEX FORM ' OR IfRAf BOARQ TYPICAL WALL SECTION TO ELEC P,EL Manual Motor Starter Switch Tried:fXen Junction Box -- t'lt` RE.t.. Wasfs 1 " Rturn Line esPs_ Aar A.R. Main Drain PIPING ISOMETRIC POOL JUNCTION BOX,. SAf( ODOR 8`ABOVE OECN 1 AU T O MA T /C CL OSING TY L OC/(ING Pimp Motor flItir W.POisconnect Switch in Precast Sot J 4 „ 'iose Or Rigid Se 40fVC Pipe in Poo/ Area Ground A// Si,,. o Light, Motor, Etc. 4/#8 Wire. Ke/e: Brorad fool/ ialerryh, to r/ is pfotl of froosforloor i1 Hoe cootavaiMoo. ELECTRICAL ©IAGRAM e •.. Pump Hair cC Lint Catcher t !7 ec- o 0 RAIN PIPING 2� MESH MAX. CONC. FTG. CHAIN LINK FENCE roping ALTERNATE NATE SECTION SCOPE 3 • ? .1 • e. a'e CONC. T,$. W/ l +YS CONT. 4 ' CONC. SLAB REINf. W/ 6'6.10//0 MESH NOTE: MIN. W/QTH Of OECK• 4.0 DECK FOOTING cg SLAB DETAIL . SSC RE N aNcL, SY oTNER5 DEG o- OFLNIN E XISTING RF SIDEiN10E PLAN SCALE: /4 " GENERAL NOTES: D COAT • S Y 110A41. . ; 7.I az .:a, R. s _ saowrr ..:• .1. ,All swim+ning pools shall bear on rock or undisturbed so» 2. All reinforcing steel shall be intermediate grade steel conforming to A.ST.M. A -305. Steel shall be bent,. lapped ono' placed in accordance with* A .C.1. standards and specifications. Grote at ;Main Drain shall have a free_ area four.. limes /h. $ area of the Juc %ion lint. All pool piping shall be PVC. Sched. 40 non-thread, N.Sf. approved. Water supply and disposal shall be installed in a way so that there is no cross connection with a domestic water supply or water disposal system. 61 Nair and lint strainer shall have removable screen with Aperture- one size larger than suction line. 7. All metallic conduit, piping system, reinforcing steel, lighting fixtures and fixture housing, metal parts of ladders divig boards and /heir supports shall be bonded together and grounded to a common ground. The bonding conductor shall not be smaller than No ovhd wiling within 10' of pool. . Responsibility of backfilling and compaction around pool and pool deck. by General Contractor, not pool Contractor. 10.. Backwash shall be to an under pool sump of 100 sq. fl.min. area of washed drain rock, waterway, etc. in accordance with local ` ordinance. 11 Disposal of poolwa/sr shall conform to ' Sec. 5004 of the S.FB.C. Surface grading shall, confine ponding of pool wat er to within lot lines and such ponding shall not persist foci more than /h/:- after - discharge. SW /MIMING POOL FOR: MR4 MRS Wm.__.... GRE-NWLL •ter.. 005 NE 91' ST M►At'1t SHQR S, FL. JAMES RODGERS REGISTERED ENGINEER lT 1,0g3.1 01 4WIN014 MOIA -128G: Pe .: