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PLANSELEV. TOP OF POOL WALL 82 DEPTH OF POOL 6.0 ELEV. TOP OF MAINDRAIN 22 FLOOD CRITERIA 5.0 ELEV. TOP OF MAINDRAIN 2.2 POOL IN F LOOD CRITERIA 2.8 LESS 2'0" HYDROSTATIC VALVE 0,8 SLAB THICKNESS REQUIRED 6" SURFACE AREA (SQ. FT.) 419 VOLUME (GALLONS) 12000 TURNOVER (HOURS) 5 PERIMETER (FEET) 88 DECK AREA (SQ. FT.) 450 Q CI 1 uj 2 a_ uj U z f- [1 z Ili 0 N 01 0 92 1 O z ) E F.P.L. METER DISC. 1- 2P -60P PLUMBING NOTES: 6" CERAMICS TIMER 4 SWITCH 3 "12 THWN IN 11" CONDUIT ELECTRICAL NOTES: STRUCTURAL NOTES: BRICK OR STONE WATER LEVEL COPING mu„ 6" THICK SHOTCRETE WALLS REINFORCED WITH • 3 BARS AT 10 " CENTERS BOTH WAYS 6" THICK SHOTCRETE FLOOR SLAB REINFORCED WITH N 3 BARS AT 10 " CENTERS BOTH WAYS. POOL SECTION NO SCALE 2 "6 tHWN + 1- 2P -50A 2 W0 THWN IN 1- 2P -20A 3 4" COND. 1- 1P -15A GFI 1504 AQUADYNE PANEL O 1 150 AMP PNL 1 • 2"14 +1"12THWN IN 1/2 " COND. 110v/12 V JUNCT ION BOX 1 HP PUMP POOL LT ELECTRIC RISER D I4GR4M NOTE: BASED ON INFORMATION PROVIDED THIS OFFICE, THE EXISTING SERVICE IS ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD. 3 "8 TI-411.N IN 3 /4" COND. 5 HP HEAT PUMP I. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4'0" CENTERS WITH CLEVIS HANGERS. 2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 3. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL PRESSURE PIPING I I/2" DIAMETER UNLESS OTHERWISE NOTED. 4. POOL WATER DISPOSAL SHALL BE TO DRAINAGE WELL IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS. 5. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. 6. POOL vACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 1. ALL PIPMG SHALL BE INSTALLED N ACCORDANCE WITH THE FLORIDA BUILDING CODE - PLUMBING SECTION 309 AS It PER- TAINS TO BOUYANCY. MAINDRAIN 1 1/2" HYDROSTATIC VALVE SET IN 3/4" WASHED ROCK BED 0 12 FOR 150WSAM TRANSFORMER 2 " " THU.N + 1 "12 THWN IN 1' COND. NO SCALE 1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH FLORIDA BUILDING CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM WITH THE FLORIDA BUILDING CODE. 3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0" OF POOL'S WATER EDGE. 4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB- MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. 1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60000 P51. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 P51. 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. ANTI VORTEX POOL COPING SOIL NOTE: 24' MAX. e,E 2" TILE STRIP OF SAME THICKNESS CONTRASTING COLOR AS WALL SAFETY NOTES: WATER LEVEL SUJIMOUT DETAIL NO SCALE AIR RELIEF VALVE 1 1/2" POOL WATTE TO SPRINKLER \ `I RECIRCULATION PUMP 1 HP, 15 GPM AT 60' TDI-k SELF- PRIMING \ s p BASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SAND,ARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 PSF. HOWEVER, IP DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. 2"3 BARS ACROSS NICHE POOL FILTER WITH 150 SQUARE FEET OF FILTER SURFACE AREA CARTRIDGE g0 �iz rti�¢ GLE FL 0 ‘ 0Q� EQUI PMENT ISOMETRIC MAX. PRESSURE VELOCITY LESS THAN 10' /SEC MAX. SUCTION VELOCITY LESS THAN 8' /SEC MIN. 18" BELOW 8 WATER LEVEL I 1 1. A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM TI-4E POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/NSPI -5 -95. 2. THE WARNING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL INCLUDE THE FOLLOWING STATEMENT: THERE IS NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT 15 STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPU)." 3. ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO TI-4E POOL AREA SHALL BEEQUIPPED WITH AN ALAR9`1 WHICH PRODUCES AN AUDIBLE ALARM WHEN THE DOOR OR ITS SCREEN IS OPEN. 4. THE POOL AND /OR SPA SHALL NOT BE FILLED WITH WATER UNTIL A SEPARATE PERMIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GATE. NO SCALE POOL WALL STEEL 1" NON METALIC CONDUIT TO JUNCTION BOX LIGHT BOUY BOND WIRE TO POOL STEEL UNDERUJ4TER LIGHT DETAIL NO SCALE TO SE ACCOMPLISHED BY OTHERS. POOL BARRIER REQUIREMENTS: THE POOL SHALL BE COMPLETELY CIRCUMSCRIBED BY A FENCE OR BARRIER IN COMPLIANCE WITH ARTICLE 4242.11 OF THE FLORIDA BUILDING CODE. ACCESS THROUGH THE BARRIER SHALL BE THROUGH SELF CLOSING, SELF LATCHING GATES COMPLYING WITH THE ABOVE INDICATED ARTICLE. IF A PART OF THE HOUSE 15 TO BE USED AS THE BARRIER, ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2011 THAT 1-4A5 A MINIMUM SOUND PRESSURE RATING OF 85 dB A AT 10 FEET AND IS EITHER HARD WIRED OR OF THE PLUG -IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR 15 OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. TI-4E ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO LONGER THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR TEE SAME SIZE A5 PUMP SUCTION FOOL DATA: 1 5 HP HEAT PUMP W/ INTERNAL BYPASS NOTE: STEP STFE'. NOT REQUIRED LOAD CALCULATIONS: 15" 1, 12 WATER LEVEL. WEIR TURBO BOOST INLET TOTAL = 36100 WATTS POOL LIGHTING = 150 WATTS TOTAL = 36250 WATTS AIR HANDLERS = 1500 WATTS HEAT PUMP : 5500 WATTS POOL PUMP = 2100 WATTS ri. .40 1/ o 0\-\ 0" \ -\ e arn'_ 4L NO SCALE POOL COPING MIND mom 1 FIRST 10 KU) AT 100% = 10000 WATTS 26250 WATTS AT 40% • 10500 WATTS TOTAL = 20500 WATTS 1 HYDROSTATIC RELIEF TUBE. ONLY ONE REQUIRED MAINDRA N DETAIL NO SCALE 4 RISERS AT 10 " EACH OPTIONAL 2" TILE OF CONTRASTING COLOR POOL DECK SKIMMER SECTION NO SCALE TOTAL = 35600 WATTS / 240 VOLTS 14834 AMPS PROVIDE SCREEN MESH AT JOINT HYDROSTATIC UPLIFT MIN. 15 SQ. IN. BASKET .�. 1 TURBO RETURN 2" SUCTION GENERAL LIGHTING: 2300 SQ. FT. x 3 WATTS / SQ. FT.: 6900 WATTS APPLIANCE AND LAUNDRY ROOM = 4500 WATTS RANGE = 12000 WATTS DISPOSAL = 800 WATTS DISHWASHER = 1200 WATTS REFRIDGERATOR = 1200 WATTS DRYER = 5000 WATTS WATER HEATER = 4500 WATTS TOP OF POOL OR SPA COPING, WHICHEVER HIGHER VENT DETAIL NO 5C,4LE NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM 6" AT THE SHALLOW END TO THAT INDICATED ABOVE AS SLAB THICKNESS REQUIRED. I ', 7 " )f >k . .s, l■. 4 1 a c f. fr k !V" Att ark M4 r g tr. `. it 0.tG4Sfi ''A Q' 11 was :)414.1 w %o:f 11 -, %P.. :.. O s: wAt r ;igxrg:4` 1 • 4' CNA IN LINK FENCE SELF CLOSING SELF LATCHING GATE 2" SAND BED ROCK BASE — 4' CHAIN LINK I FENCE 31.28 / 20.03 / INTERLOCKING BRICK PANEL WATER 200 A. U.G. SERVICE SITE PL,41N1 SCALE : 1/20" =1' -0" ��� 111111=IIIIII=IIII11 =11111 Ilaliiiii- 111111- 111111- POOL WALL 15' w J 15' NE 92nd STREET POOL COPING E3FRICK ON SAND DETAIL NO SCALE 13.58 POOL DECK EL: 824' ALAS" IS RESIDENCE F.F. EL: 8.14' SEWER 12.58 f .1 10.001' EQUIP L 92.60 CNA 4' CHAIN LINK FENCE `T SELF CLOSING SELF LATCHING GATE R4' — FOOL FLAN SCALE : 1/4 " =1' -0" 12" e4 BAR *3 BARS AT 12 " C /C / EACI -I WAY 5E4M DETAIL NO SCALE / 1II;" *ENT .NNINPAPA■WA EXISTING PATIO ELEV: +12" SEER DESCENT DETAIL LINE FOR UATERFALL 1 `'OO! REQUIREME4f3: SELF - CLOSING/ SELF - LOCKING GATES REQUIRED FENCE: 4' HIGH (MIN.) AND NON-CLIMBABLE IF NEIGHBORS REMOVE FENCE/ WALL, OWNER MUST REPLACE WITH A 4' FENCE ON OWNER'S PROPERTY EXISTING RESIDENCE NO SCALE WEATHERPROOF GFI RECEPTACLE LOCATED 10 -20 FEET FROM POOL WATER EDGE POOL nEOU111:.jk SELF - CLOSING/ SELF -L GATES REQUIRE: FENCE: 4' HIGH (MIN.) AND NON - CLIMBABLE IF NEIGHBORS REMOVE FENCE/ ALL, OWNER MIDST REPLACE 1+ ^JI I'H A 4' PENCE ON OWNER'S PROPERTY POOL EQUIPMENT Q W J cn al a- , • . N$'441:4 1011, 6 - • 3 11 • I ix ;„ - ) 6 a !k II i; .i 7.. tf ...,; r ..- •-■ • - . . •-, , , ..,,,.., , • . N$'441:4 1011, 6 - • 3 11 • I ix ;„ - ) 6 a !k II i; .i 7.. Aupromasermsok This property described as: Lot 8, Block 3, BAY LURE, according to the Plat thereof, as recorded in Plat Book 44, Page 63 of the Public Records of Dade County, Florida. FLOOD ZONE: AE Certified `1'o: M And M Title Services, Inc., Commonwealth Land Title Insurance Company and Universal American Mortgage Company, its successors and /or assigns. t ` R r.i l`,�e;o T'.ca ii- , —, • —. yet , iY• t •,* y ,/ 1. F7,r / ; #A,ek c _ ct4 r- _ b / N • d , PROPERTY OF: Markus, NQtwali¢ utiles* embossed wi t h, Striveyor's, &ea l,- v ° 1 • - \ \_ • r V t, ,:> / k =' - 3\ ✓ s� �l e r7 1A BOUNDARY SURVEY I hereby certify that the survey repre- sented hereon meets the minimum technical standards set forth by the Board of Land Surveyors pursuant to Section 472.027, Fla. Statutes. There are no encroachments,overfaps,e. ments appeari' ; on the Plat, of . than as show,1.ereto. 1 / Fla. Reg. Lan Surveyor No. ca s r Or\ .J , •Q17teil FLOOD INFORMATION Community No.: 125098 Panel No.: 93 Suffix: F Date Of Firm: 11 -4 -87 Base Elevation: +8.00 N.G.V.L . — F• - /1.4—r (0,10 v yL, S' - -. __"1/4 1 .a C 1190 N.E. 92nd L,treet, Miami DATE • C t"r :11 " 4 ' 4 G1f 0 -:: - /G'•/ Note: Underground encroachments and utilities, if any, not located. -----) • . '/' : :1 »" j SELF. - CLOSING/ SELF-LOCKING GATES REQUIRED FENCE: 4' HIGH (MIN.) AND NON - CLIMBABLE IF AND REMOVE FENCE/ f WALL, OWNER MUST REPLACE: WITH A 4' FENCE ON 1 OWNER'S PROPERTY 9 1, 1 ' V LANNES and GARCIA, INC. ENGINEERS - LAND SURVEYORS - LAND PLANNERS Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134 Mailing address: P.O. Box 561131, Miami, Florida 33156 SC z /2 e d •y° y 71, ' l / G ip. t v as' Shores, Florida. DRAWN BY ,&Lva/2 DRWG. NO 191 -2197 P> E A M S C 1-1 ED U L MARK 1:.1.• TOP O1r e, -A141 __ 517.E. RV-.1 21 r9 % c. INCI. 3TElrl- r;3. }STIARVPS <, RE.MAikt<$, �T 6 -"$T TOP N= SPA Pal 1� 2. o'- 10" V. O $ , X 1‹, 3 1 - 3a ' to M. 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NOT E5 T A` ,I■1it t1'N- GONT1ti V ou G.3-40S Date I ‘— L Miami Shores Village Building and Zoning Department Attention: Building Official frf D NIL SWIMMING POOL OWNER'S CERTIFICATION I certify that I am the legal owner of the property described as , located at \ \'16 )\)� `\ L �'- , In accordance with Section 33- 12(f), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until a separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting an approved barrier prior to final inspecti•n and use of the pool. Legal Owner Note: This certification is to be submitted with a swimming pool permit application in duplicate. tR � �-• -. F' " .'. 5 r7 (( . _ • .�y� . 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F1., and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. (please initial the method(s) to be used) .. -U:9 �Pub BUILDING DEPARTMENT 10050 H.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138•2352 TELEPHONE (305) 795.2204 FAX (305) 755.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFTY ACT The pool will be isolated from access from the home by an enclosure that meets the pool barrier requirments of Florida Statute 515.29; The pool will be equipped with an approved safty cover that complies with ASTM F1346 -91; All doors and windows providing direct access from the home to the pool will be equiped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self - closing, self - latching devices with release mechanisms placed no lower than 54" above the floor or deck; I understand that not having one of the above installed at the time of final inspection, or when pool is completed for contract purposes, will constitute a violation of Chapter 515, e - • - committing a misdemeanor of the second degree, punishable t 60-days in jail as established in ha • ter 775, F.S. F.S. and will be c. • - KENN C E.9s/ ; • PLEASE PRINT) iSNERMAN ;e at Florida M exp. May 24, 2003 Corm. too. CC819725 OWNER' SIG • TURF & DATE / 1� ttoritt OWNER'S Alit EA. E PRINT) NENN SHERMAN BLIC ida My comm. exp. May 24, 2003 rnri CC819725 MIAMI SHCIRGNfi"LLACE BUILDING INSPEQTIQ( -D EPARTMENT APPLICATION FOR #3UILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of MiamL Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications mist be kept at building during progress of the work. Date 1-e k, Owner's Nar}ie and Address t1__ f I ` `"f / i I fl'1 a b1 No. Registered; // Architect and /or Engineer kit v W ii' d Ili ! €. _ � fit e i? Name and address of licensed contractor .' 0 ! -1 ('I?P - /2 ' 5 Aft S' C — Location and a1 description of lot to b b t on: Lot le Block ' , - r Su division �] 41 y 4.--_/,-/ 4.--_/,-/ r--) Street and Number where work is to be done i �I� 11 0 / a' 1 State work to be done and purpose_ of building (by floors) / �s / ti r{' j ` '- • T StreetCf/ (4t/U 7&' /t b/"r . s3 19 �/ and for no other purpose. New Building Remodeling Addition Repairs No. of tories Otr, "1 ' 'Q U rYt - ---- f Co_lxring 6. / Estimated Total cost of improvements $ A mount of Permit $__` Zone cubage required — , Oil a Tian Cubage Distance to net nearest building .1 d_4 / Size of Building Lot � , )( 1 3 Maximum live load to be borne by each floor STATE OF FLORIDA, COUNTY OF DADE. ss. Disapproved Date (Signed) I hereby submit all the plans and s ecifications for said building. All notices with reference to the building arid its constr�i ction may, be sent to 0 �. r / S � r+ / 3 /V, . g �' s -t /�' �T 1 �1.;� / / The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of Iabor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and, has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by hire in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcont (tors, on work to be nee formed under this permit, as are licensed by Miami Shores Village. i Remarks____ _ (Signed)._ /�4 3!� r` Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman _ Member Member Member Member Member Council Approved Date Disapproved ', Date TOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval ,has been obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials g.nd /or workrnanship. Ygnii? '4>1. . '.....'''' , 11,,11 1 . 4' .,, ' r'•".t .,1, 11,4t.,,, , ., Pt ! op =;,q,‘,ky'';'f'id,ag 0 .. 5 , 6 ,, ,I''ii4P.Ilo1ic . .Reoo.x.cip..,,r.of .p. ,..,;* ..).,; .J' t '.,, 1. .1 Dacl.;M.;ountyi .' ' F.LOOD:1:)ZONE:' ,' (t17 ! ''''" !•,,.• ; • ; 1 •,4 4i , 4Ajlft,41 I . r.e■ .s..;,; .. r, ,. , ,, . . ,, , , M , )•NrrAttle , Servi nsur i Inc. , ' nul,onw.0 -. : 11 i a , • e . ance Company' and ,,:......,,„,,,, ,, 4 v ...' ;. r 1.■ ',.. ' ..' .' t. 14;1' (v. 14 ,,, . ,... , • . . , ' . 4 its success AP „.. ' • , SURVEY, 1,hirlby certify that the survey repre.‘ seed j,hereoni meet; the rnInImum.; Ite,11'nfcal; startclards set forth by the.. lifiRipELand,Sun., pursuant to St'etfOn'472,027, Ffa State There ere are ! : menu, O tu verta pi, e ments Per):: 0 No, Y eni t , ; A J;;;',4.•:, • .! :0 t+ 4• frriZ 11 1}'CV, • ;, h;:r; , • , ••:„r1, n 1 'A. FLOOD "INFORMATION ';` i( 1:0•1•0 e Community No.: 125098 ' Panel No.: 93 Suffix: "‘; •,•N • Date Of Firm: 11-4-87 11 Base Elevation: +8.00;', N.G.V. , ;‘) , 71',1,4: ,,, ,Ii,,,t,1;? t) ;c.lq,!1 ,I a rs ',:' '!?:'.11P,P ." • '. „, 1. 'I, ,:.,,',,,TS'',1,j. ,, i ■ ', ' toe /f(Ce , . . ' ■:. j ■ r 6 !. 'ee % I.,,j'),i , i.);!;': '. NOte 9,1,1_ : __:::; • 1 ' not l'Obat I4 i( •"" '''; ' •;;; v., 4i4 V .•"'; ‘ ;c1 , ,;, „•; : 1 j °c() dfri 4t3A,0 . ' • ; f' r ' • ,,, ;',...1,4).r.„1";', ' , •, 0 : 1:.1 1` S' , ,,.,1;;ntr •1. 4 11 ■ . H 1 ,. r „ .;.i"..4 r 1:1 1 11' 1, I : ' I ,' '' r ii ri '''t rh ; 0 4 r 61 1... ,, 1 , , '; :i.‘',,l,''„' . ' ' ::l!,,.1,ir j'YI ' 1. : 1-1':, k, , I 1..i . 1 ■, ' : (I • ) ; , ', !' ,,''' . :,1'i• ,, ,,' ,.., , ,,,,.. , .,,4i4;.! 1 r,P,,i1*..■. A . ;, ; I , ,:f • ,14,■';'' ,,',, ,,,•;11,10 1 . 1. ri . ,; . .:,.'; , .4,, —, ,,,'■;', • ' t, .,' ' J'i ;' ',• ;t"' i .?Yk`;', , it."&•)), ,, ,_‘ , "1 •,,, 4 -". „0, t'..t ,.. ;,1 •,.\, l l ' r i • 1 ) 4,7 4; •r, 411h ■;10, ,14 ": 'r I •■•■ " ; ' cAe.e.,A) e O F'oCI c 2)00 esNe.0 ?1)12,c (4 1 2 7°c' tflef4 ELe SS. 0 Ic___G_Co 1c r 'eo 5.35 Y. t'2.,C,1 32 0, q C5,3 4 1 1 2.1 - je 5' 'ir i5 4,4 •••+‘ t 55,o Oqt_(•__ r Lainc 2 7 Yo . oko L.11 42. A ; P D " 5 CI v - '7 - T P. a. , C/. 9 • r • P r• 1.4 ________ - , ; - ; j r 4 , • • 4 4 r 1 o \\") 4 — - T t 2 t \ _ • 0 ;1. . • • & 1: v t (') 0 J _ F .3 ;4; r - 7 4 ' -- /I L_ - , , I 1 1 'f c; rL 4 i. (-? 1 ,1) A • • t r..: a ,._). , MO 92 3 - s. L CA TIQN SKETCH SCALE: 1 ' Reproductions of this drawing are not valid unless embossed with the surveyors seal. ,vF 7 - 7 1 I� 1 f 1 SKETCH OF SURVEY For Gillermo Pino E. R. BROWNELL & ASSOC.. INC. F 13 . • 42 3 -66 3152 Coral Way Septe a.4, 1918 Miami, Florida 90 ai -- v S1' 75' Lot 2, Block 3, I3AY LURE, according to the plat thereof recorded in Plat Book 44 at Page 63 of the Public Records of Dade County, Florida. Phone 116 -3311 Scales as Shown ifi .IS TO CERTIFY to the aiwve named firm and /or persons that the 'SKETCH OF SURVEY' of the herein described property is true and correct to the best of our knowledge and belief as recently suavey -�i and platted under our direction, also that there are no visible encroachments other than those shown. E: R.13 0 VNELL & ASSOC., INC. 6 l'�.s/,,,i'�sfrtgn e- 13y: E. R. Ilrowr.ell Professional Land Surveyor /09A\ State of 'rlorjda SKETCH OF SURVEY \ CALE: 3' /9 r f 4 SI s' /r) /-) 04K TREE -? 22 /t. 04X 7-,e 48" , ��_ GAK jR cc: r�s Do1g fi� ^7 - 'x 2.7 .a / ?f. r „J /v IN,. • 3p 75.00 N c ) 6f: vb +1 . , ”, )/ia,,$ r34/'re'/ • (4 N.G. V Uo, /I.r7. (4S'! , /9 ?9) • Y 1 Pi= N. \•: P. / 141 1••s 10 V-• 11?> =,�i 14 SKETCH , OF SU1W T Lot 8, Block 3, MT LURB, according to the Plat thereof,'recorded in Plat Book 44, at page 63, of the Public 4ecords of Dade County, Florida. Order 44095 January 30, 1951. F.B. #5646 - scales shorn Y HBREBY CERTIFY! That the attached "SKCH 07 SURYBYM of-the above desoribed property is true and correct to t best of ay knowledge and belief, recently• surveyed and platted under 741 /40i b., f 75 • G• ' \ \ C \ \ \ ° 10 11 Y 1 Pi= N. \•: P. / 141 1••s 10 V-• 11?> =,�i 14 SKETCH , OF SU1W T Lot 8, Block 3, MT LURB, according to the Plat thereof,'recorded in Plat Book 44, at page 63, of the Public 4ecords of Dade County, Florida. Order 44095 January 30, 1951. F.B. #5646 - scales shorn Y HBREBY CERTIFY! That the attached "SKCH 07 SURYBYM of-the above desoribed property is true and correct to t best of ay knowledge and belief, recently• surveyed and platted under 741 /40i b., f sata_3 3t1011N1.1r40 -Noti 1tt/1`1Y @ LN1a i • d01 -ins/ moor 14�( •• 4rd cgv 14% ,} 4.534 id1 f c3 1.13 0944 ton ,Lt at.aaty 63b' @ °tea • - 8 1 1.“ '1.1`1.1'0% 11'21' .t' 0%' 014' 4% 6 ' 9 Vol "a 'oil V t ,o1S ',g r-+ 1C , tKoiS -40 Ni sto + z 111 • 1 + -- S - -- LS —� LS - 53% 01'01'c y 01 0 1' n 1' O ►`r et 'J) opc W 01 • 01 -1 • 1r -1 i>'. Z x a1 140o14 etv'e'e%4 •wtvr Ol l tV3 N S s • rt. 11 1`itssod - loss1+M s -, ""^ 0 9 1 1 -1 o`3 -1 (3% x 141-1 b - I 532)'8 ZI -Z 1 n 1 -1 9 t•Z Va - e it g � 1 -1 „ 4L -1 fie x S •yZxg S m11 '4'- 3`d 'A001 •" 3 •s iog 'Y"u'11 ” . 171 01 -I: ' -1, * - 1, r S2 s9 „V -3 ZI `a 412 x 8 .Z -,1 1 ( P9 1 -Z +Z )( ' ,,-* --,1 a 0j • S ).vn\ 'd;11'l•� . 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S 3 . -1.11• • 5 $ d .'L I Y . t % 'kl Od S d t N 9 4 - J - 1 1 c1) ;o % 1� 0 ► -- 430:i 9 J t ){ O F 40 7.11'o 1d V "'>tv A. b'J'S/ - sls 1 , - 316 01. N'a `� Q '3111'3P `4o N - 1/w110 3 `1 - 1tiHS s3`lld '3 S.153`11'41 5111. 4 \ -- •4-4 - all\\ 11n`�7 1 .4 ]_•iI 1d'3'S %03 N -Lt7 t•4 - 1 - 1 1, r 4 L. 3e" . 9 Q S 5 ► 1. 4� / ra �i` S - I - 1t I .31 y .L1 mod + Sa of ti<o1 ?i tp a - V 1a 11 n1 qai- •••es 'J 3c 3-1,vHs sa-1►d •'3 Q 97, £ 1 ;d O09S 40 F\ -L.,ta 13.1.% v - a S of XWS N 1 1-is 0HA% •`avn ci inobdav I AV 0 - 1o'diNO ')s - a Pi \ :1 -en0d `s311d c1a 3c3 `V1'/ S�`lid it a,a-a 4,143 >`v JO. 0 14-31 ve • 1 w(',3 t cam t _ t "t 2 c- d ( "MI L29 11 41'11 °1 V-114tt •xtw •N%•bti 2. <3 - 1 - lv t,c _1_=7 ONO %ter JAI 9" A:11ra • - ;,II-,O S1 47 WV '3� . e0 >1Zi d 0.L ' "11 _ IS it1 -Z O s1/\ 1:1 -17.1 -a - 1 1`111 -ao } •• •• • 4' CHAIN LINK FENCE SELF CLOSING SELF LATCHING GATE _L INTERLOCKING BRICK 2" SAND BED - ROCK BASE — 4' CHAIN LINK FENCE 3128 PANEL WATER 200 A. U.G. SERVICE S I - rE FLAN SCALE : 1/20 " =1' -0" 1 r 111111 = 111111= 111111 =11111 11•1•No• lliiIi- 111111= IITII(_= . POOL WALL 15' 4 15 POOL COPING BRICK ON SAND ID ETA IL NO SCALE 13.58 fi` POOL DECK EL: 8.24' ALARMS RESIDENCE F.F. EL: 8.14' SEWER NE 92nd STREET )2.58 /- I2.50 - .10.00) EQUI 0 92.60 N 4' CHAIN LINK FENCE TI' SELF CLOSING SELF LATCHING GATE • R —, FOOL. FLAN SCALE : 1/4" =1' -0" 12" N *4 BAR *3 BARS AT 12" C/C EACH WAY E4M ET4IL NO SCALE EXISTING PATIO +6 1" ELEV: +12" LINE FOR WATERFALL POOL REQUIREMENTS: SELF - CLOSING/ SELF- LOCKING GATES REQUIRED FENCE: 4' HIGH (MIN.) AND NON - CLIMBABLE IF NEIGHBORS REMOVE FENCE/ WALL, OWNER MUST REPLACE WITH A 4' FENCE ON OWNER'S PROPERTY EXISTING RESIDENCE n • • • • • lk • ••• SEER DESCENT DETAIL NO SCALE WEATHERPROOF GFI RECEPTACLE LOCATED 10 -20 FEET FROM POOL WATER EDGE POOL REtUINt::k'r SELF - CLOSING/ SELF -L GATES REQUIRE: FENCE: 4' HIGH (MIN.) AND NON- CLIMBABLE IF NEIGHBORS REMOVE FENCE/ ALL, OWNER MUST REPLACE WITH A 4' FENCE ON OWNER'S PROPERTY POOL EQUIPMENT W o0 0 4 N <r. • i , 1r 4 7, .1 ' • ". • • IMINI1116611•01.1111R - ELEV. TOP OP POOL WALL 82 DEPTH OF POOL 6.0 ELEV. TOP OF MAINDRAIN 22 FLOOD CRITERIA 5.0 ELEV. TOP OF MAINDRAIN 22 POOL IN FLOOD CRITERIA 2.8 LESS 2'0" HYDROSTATIC VALVE 0.8 BLAB THICKNESS REQUIRED 6" SURFACE AREA (SQ. FT.) 419 VOLUME (GALLONS) 12000 TURNOVER (HOURS) 5 PERIMETER (FEET) 88 DECK AREA (SQ. FT.) 450 In oa 0 z 0 w F.P.L. METER 6" CERAMICS IIIIIF 411, 1IlIlI 6" THICK SHOTCRETE WALLS REINFORCED WITH N 3 BARS AT 10 " CENTERS BOTH WAYS 6" THICK SHOTCRETE FLOOR SLAB REINFORCED WITH » 3 BARS AT 10 " CENTERS BOTH WAYS. 2 0 6 THUN + 1 2"10 THUN IN 1 -2P -204 3 44" COND. I -IP -154 GFI 1504 \ DISC. AQUADYNE PANEL O • 1 • 1- 2P -60P TIMER 4 SWITCH 3 '12 THUN IN 1 CONDUIT 2 "14 THWN + 1.12 tHUN IN 1 '2 " COND. 110V/12 V TRANSFORMER JUNCTION POOL BOX L (GHT 1 HP PUMP NOTE: BASED ON INFORMATION PROVIDED T1-118 OFFICE, 71-4E EXISTING SERVICE IS ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD. PLUMBING NOTES: ELECTRICAL NOTES: STRUCTURAL NOTES: BRICK OR STONE WATER LEVEL COPING 3 •8 THWN IN 3 4" COND. 5 HP HEAT PUMP ELECTRIC RISER DIAGRAM NO SCALE I. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC -PIU, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4'0" CENTERS WITH CLEVIS HANGERS. 2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 3. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL PRESSURE PIPING 1 1/2" DIAMETER UNLESS OTHERWISE NOTED. 4. POOL WATER DISPOSAL SHALL BE TO DRAINAGE WELL N ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS. 5. ANTI VORTEX MAINDRANS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. 6. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 1. ALL PIPING SHALL BE INSTALLED N ACCORDANCE WITH THE FLORIDA BUILDING CODE - PLUMBING SECTION 309 AS IT PER- TAINS TO BOUYANCY. i/ ANTI VORTEX MAINDRAIN 1 1/2" HYDROSTATIC VALVE SET IN 3/4" WASHED ROCK BED POOL SECTION NO SCALE 01 0 12 FOR 150W SAM 2 • " THWN + 1.12 THWN IN 1" COND. 1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH FLORIDA BUILDING CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM WITH THE FLORIDA BUILDING CODE. 3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0" OF POOL'S WATER EDGE. 4. SHOULD THE ELECTRICAL RISER DIAGRAM Not ACCURATELY DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB- MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION WITH ADDITONAL BERYICE AND LOAD CALCULATIONS, IF NECESSARY. 1. ALL FOOL CONCRETE 814ALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P8!. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 P8!. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL NAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 P8!. 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED .4 RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. POOL COPING V• „ �` 24" MAX ' r 2" TILE STRIP OF SAME TI IIGKNE86 A8 WALL CONTRASTING COLOR SUJIMOUT DETAIL, NO SCALE TO BE ACCOMPLISHED BY OTHERS. POOL BARRIER REQUIREMENTS: TI-4E POOL 81-IALL BE COMPLETELY CIRCUMSCRIBED BY A FENCE OR BARRIER IN COMPLIANCE WITH ARTICLE 4242.11 OF THE FLORIDA BUILDING CODE. ACCESS THROUGH 71-4E BARRIER 81-4ALL BE THROUGH SELF CLOSING, SELF LATCHING GATES COMPLYING WITH 71-E ABOVE INDICATED ARTICLE. IF A PART OF THE HOUSE 18 TO BE USED A8 THE BARRIER, ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2011 THAT 1-4A8 A MINIMUM SOUND PRESSURE RATING OF 85 dB .4 AT 10 FEET AND IS EITHER HARD WIRED OR OF THE PLUG -IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN 71-4E DOOR AND ITS SCREEN ARE OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR 18 OPENED AND BE CAPABLE or BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS 70 TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO LONGER THAN 15 SECONDS. 71-4E DEACTIVATION SWITCH 81-1ALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OP THE DOOR SAFETY NOTES: SOIL NOTE: WATER LEVEL AIR RELIEF VALVE 1 1/2 " POOL WASTE TO SPRINKLER \ RECIRCULATION PUMP 11/2 HP, 15 GPM A7 60' TDH SELF-PRIMING - e o \ EQUIPMENT ISOMETRIC O , NO SCALE MAX. PRESSURE VELOCITY LESS THAN 10' /SEC MAX. SUCTION VELOCITY LESS THAN 8' /SEC MIN. 18" BELOW WATER LEVEL 2 '3 BARS ACROSS NICHE I 11 I 1 11 A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT ALL SWIMMING POOL. AND SPA AREAS READILY VISIBLE FROM 71-4E POOL AREA IN ACCORDANCE W17H APENDIX F ANSI/N8PI -5 -95. 2. THE WARNING SIGN, 48 PER ITEM 1 ABOVE, SHALL WARN AGAINST SHALLOW WATER DIVING, 71-4E PREVENTION OF DROWNING AND 81-1ALL INCLUDE THE FOLLOWING STATEMENT: THERE 18 NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT 18 STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPU)." 3. ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL AREA SHALL BEEQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN 71-4E DOOR OR 178 SCREEN 18 OPEN. 4. THE POOL AND /OR SPA SHALL NOT BE FILLED WITH WATER UNTIL A SEPARATE PERMIT H48 BEEN OBTAINED FOR AN APPROVED SAFETY BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GATE. BASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SAND,ARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 PBF. HOWEVER, IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. POOL FILTER WITH 150 SQUARE FEET OF FILTER SURFACE AREA CARTRIDGE POOL WALL STEEL 1" NON METALIC CONDUIT TO JUNCTION BOX LIGHT BOUY BOND WIRE TO POOL STEEL UNDERUJ4TER LICz4T DETAIL NO SCALE 5 HP HEAT PUMP W/ INTERNAL BYPASS POOL DATA: NOTE: 13TE? 8TFk'. NOT REQUIRED LOAD CALCULATIONS: GENERAL LIGHTING: 2300 SQ. FT. x 3 WATTS / SQ. FT. = 6900 WATTS APPLIANCE AND LAUNDRY ROOM = 4500 WATTS RANGE = 12000 WATTS DISPOSAL = 800 WATTS DISHWASHER = 1200 WATTS REFRIDGERATOR = 1200 WATTS DRYER = 5000 WATTS WATER HEATER = 4500 WATTS TOTAL = 36100 WATTS POOL LIGHTING = 150 WATTS TOTAL 36250 WATTS FIRST 10 KW AT 100% = 10000 WATTS 26250 WATTS AT 40% • 10500 WATTS TOTAL = 20500 WATTS AIR HANDLERS = 1500 WATTS HEAT PUMP = 5500 WATTS POOL PUMP = 2100 WATTS TOTAL = 35600 WATTS / 240 VOLTS = 14834 AMPS • -4/ r/ 0/4 ��Ni� SAME TEE �� co+ `'^f AS PUMP AO" :E •-c-A38 SUCTION 18" 1'. "12" • V No SCALE SKIMMER SECTION NO SCALE 1 /z HYDROSTATIC RELIEF TUBE. ONLY ONE REQUIRED N DETAIL NO SCALE HYDROSTATIC UPLIFT 4 RI85R8 At 10 " EACH OPTIONAL 2" TILE OF - CONTRASTING COLOR POOL COPING POOL DECK WATER LEVEL WEIR 11 1 TURBO BOOST INLET PROVIDE SCREEN MESH AT JOINT MIN. 15 SQ. IN. BASKET ,. 11/2" TURBO RETURN 2" SUCTION TOP OF POOL OR SPA - COPING, WHICHEVER HIGHER VENT DETAIL NO uCALE NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM 6" AT THE SHALLOW END TO THAT INDICATED ABOVE A8 SLAB THICKNESS REQUIRED. Date ©� � Miami Shores Village Building and Zoning Department Attention: Building Official SWIMMING POOL OWNER'S CERTIFICATION I certify that I am the legal owner of the property described as (e D, aiv- 3 , located at W16 AG 'A 2 3\' In accordance with Section 33- 12(f), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until a separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting an approved barrier prior to final inspectn and use of the pool. Legal Owner Note: This certification is to be submitted with a swimming pool permit application in duplicate. CONTRACT co i L� Or Gi onroN NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFTY ACT I (We) acknowl de that a newawimming pool, spa or hot tub will be constructed or installed at /1 7 u � c.- c S< Miami Shores,. Fl., and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. (please initial the method(s) to be used) The pool will be isolated from access from the home by an enclosure that meets the pool barrier requirments of Florida Statute 515.29; The pool will be equipped with an approved safty cover that complies with ASTM F1346 -91; All doors and windows providing direct access from the home to the pool will be equiped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self - closing, self - latching devices with release mechanisms placed no lower than 54" above the floor or deck; I understand that not having one of the above installed at the time of final inspection, or when pool is completed for contract purposes, will constitute a violation of Chapter 515, F.S. and will be c. • -'. e -41 committing a misdemeanor of the second degree, punishable by fines up t. 01 a - / r ty 60-days in jail as established in , ha • ter 775, F.S. PLEASE PRINT) • / /cam iej KENN kRSNERMAN • ublic State of Florida My'comm. exp. May 24, 2003 Comm, No. CC819125 A ia,tru; /wtet/ar BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIOA 33138•2382 TELEPHONE (305) 795.2204 FAX (305) 750.5972 OWNER' - SIG TURE & DATE kfaltt E PRINT) OWNER'S Buc )(FAWN SHERMAN —NotirifftbA7State ut ftorlda My comm. exp. May 24, 2003 rnmm F ly CC819725 • h.�. GD •1•1 ss o Lot 8, Block 3, BAY LURB, according to the Plat thereof, recorded in Plat Book 44, at page 63, of the Pubiio Records of Dade County, Florida. Order #4093 F.B. #56— ?6 SUMO 07 SWAM df January 30, 1951 8cales show 1 HHREBY CERTIFY: That the attached 'SKETCH OF SURVBT of-the above described property N is true and correct to the blest of r* knowledge and belief,,*•" eq¢n_.t1y surveyed and platted under 4 1 4u.; `a . C.f8chwebke Regi4 r tad' Surveyor # 602 •.` 04 of Florida 1 . 0 \ \\ \ • � - � �" ► % -,s • h.�. GD •1•1 ss o Lot 8, Block 3, BAY LURB, according to the Plat thereof, recorded in Plat Book 44, at page 63, of the Pubiio Records of Dade County, Florida. Order #4093 F.B. #56— ?6 SUMO 07 SWAM df January 30, 1951 8cales show 1 HHREBY CERTIFY: That the attached 'SKETCH OF SURVBT of-the above described property N is true and correct to the blest of r* knowledge and belief,,*•" eq¢n_.t1y surveyed and platted under 4 1 4u.; `a . C.f8chwebke Regi4 r tad' Surveyor # 602 •.` 04 of Florida DATE SCALE LANNES and GARCIA, INC. ENGINEERS - LAND SURVEYORS - LAND PLANNERS Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134 Mailing address: P.O. Box 561131, Miami, Florida 33156 DRAWN BY A- e:!/AiZ ELF DRWG. NO 191 -2197 This property described as: Lot 8, Block 3, BAY LURE, according to the Plat thereof, as recorded in Plat Book 44, Page 63 of the Public Records of Dade County, Florida. FLOOD ZONE: AE Certified To: M And M Title Services, Inc., Commonwealth Land 'i'itle Insurance Company and Universal American Mortgage Company, its successors and /or assigns. 1.} / �r;eK l 1 ffi�•iQ . v �''' Iy'.r�?�d . a. w 1! O, i •fit ? r , r r !c • `r / S I N PROPERTY OF: Markus, Nce.A) dugless- embossed wit ftsu. veyor's- $eal.-„ )7-7 • j Note: Underground r •� U J � '� .encroachments and 1rl 4. utilities, if any, not located. coi t.t) 1 / A 4'. rt • . r n / 4' • (r(" (do'. A 13OUNDARY SURVEY I hereby certify that the survey repre- sented hereon meets the minimum technical standards set forth by the Board of land Surveyors pursuant to Section 472.027, Fla. Statutes. There are noencroachments,overlaps,e ments appearf.: on the Plt, o).hc than as) show•d•ereto• ;'' J ! • rno Fla, Reg. Lan • Surveyor No. e pry J , iernefi FLOOD INI'ORMATION Community No.: 125098 Panel No.: 93 Suffix: F Date Of Firm: 11 -4 -87 Base Elevation: +8.00 N.G.V.fj. 0, nom• „L. wax) 2 /2 d .'vim .7. � -z_c ' vs FS, POOL REQUIREMENTS: SELF-CLOSING/ SG REQUIRED QU RED FENCE: 4' HIGH (MIN.) AND NON- CLIMBABLE IF NEIGHBORS REMOVE FENCE/ WALL, OWNER MUST REPLACE WITH A 4' FENCE ON OWNER'S PROPERTY 8S' L'L7? 4- /),4Gr !d 1190 N.E. 92nd street, Miami Shores, Florida. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date ______t s. 19`___ Owner's Name and Address �L��'. i'' "'• _ No Street, Registered Architect and /or Engineer '1 /-n /c s cr - f 1'— Name and address of licensed contractor .__ __.1 ` °x _' ' `` Location and legal description of lot to bc�,built on: i 44� 1 -- ,.,,- / Lot .2 Block { Subdivision . _ Street and Number where work is to be done 1�_ State work to be done and purpose of building (by floors) __— f-- . '' 1 / `"' - '' t and for no other purpose. `�' New Building Remodeling Addition Repairs No. of Stories To be constructed of i ' { Kind of foundation___ / 2' / / / " ' r 1 f Cowing a Amount of Permit $ -,_ Estimated Total cost of improvements $ ' J " 4Z Zone cubage required ''''' a ' :.__..____ Flan Cubage Distance to next nearest building 2 •: Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may ' - t -. // r be be sent to • '• 4 ' -=i ? -s - - - - -- t • ....... s. a The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcont on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks. (Signed) . Disapproved Date ( Signed) --------------------- - - - - -- Chairman Member Member —_ Council Approved Date NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. MIAMI S H O R Vi LLAG E BUILDING INSPECT1ONS- -DEPARTMENT APPLICATION FOR •33UILDING PERMIT A j .t C PLANNING BOARD DATE Notary Public, State of Florida STATE OF FLORIDA, t COUNTY OF DADE. y ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared -- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date Read, Sworn to and Subscribed before me. Building Inspector My Commission Expires Member Member Member Disapproved ' Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty N.G.V.D. 110‘;'!. • .• 'BOUNDARY SURVEY ;. cortIfy,that the survey repre. j tented j.hereoni meets the • mIntrnum.; kh'nfcal.; standards set forth by the., ? 411J pursuant to ,SectfcSn'172,027 Ffa 'Statutes, There are '. •0 ments ': , ,I n t,;. .1 . 1,rl i a,t, o . , VO !!„,1 • f •• • . 00, -- rox.cA - FO2K: 130 ; cr—PaeS:-MS) ?Do,c:,t) V 6 1 c,` ,(•?. ,- # 20 L(De (1 (-i 01> ss.0 = 11'7 / 1'2> 32o,? v 5 Oq • (0 11 I) .1' (;3 - re r /. V)30 'Arch 2,00 - - -- - - " T ••• rz 4 : 4 -) ;( 3 x 3I I 1 313 2. x 10.(6=.3 - 1'►� 4� 2:1711 x I(��u 3 - 366 5, 3 C MZc . z. : .,) .," ' r) 1 \„, i ' ' - -,.........—...--si-Its _-..: -.... -- 'SI 0 2,.1..g. ' I . - ,.,--- , 4 ,. ..*. I'"? ' '`":‘ • -f 1;A rt.,... . , -*, 7: - A, ',"±'• 7,7 ± , ' , • , . • . .4' 44 . 24 • CiF* T o - • ..„ . Ta ockcoll C ' t . . , 4-4 0_ s s 4 4 4: _a GrpA oot, a 000 ATO -- • t z ..t 13v , 1 esti. *To t L o A-t Lh94 e- S I J!..) (..P\P 4 4 - 1 eptFkit*,(i0 Q.t tiltS 41%1444 aiv„opt v41), tesi olii , . :ot • e , A - m6t.(4. a ??$ ,