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oT 37.50' REMAINDER OF LOT 18 V NO ID. 0) t 5' ALLEY 3 0 123.75'(P &M)° �� 1 ,- - F co c?�, s ue'' 25.00' i4 w n o 30 00' o ° - b co - / TOTAL. 7500' . PLAT) O D D < — r \ 6 L 80.00'(P &M) 9' ASPHAYi F.I.P 1;2' g 1 / 61 NO ID. � . �� c o V r D — I 86.00' z o 32 90 0 N� -.- D < x m = D o m ; V * D N D' O 1 I ! -I 3330' It s ij c '" O� 6 <0 m — 5 7 ,N I , \ / u / / \ O \ , T+ VT�TT« '(M � r--39 c) co o D I m 45.10' u i 12.60' ± n 895' D » m ,;, G) p o ' o 3 36. 55' 0 O� ev- ,•� O r �r �^ ,, ,,.4 co ,, H -- // �� LOT 20 i __Z./.._ 4' WIRE F �� REVISED: or vJ.rO UNLESS EVBOSSEO W+TH SURVEYOR'S SEAL '? T BOUNDARY SURVEY - ABBREVIATIONS: SwK= S+CENAUt, C35 = CONCETE 3LOCx STRUCTURE. CLF =Cr.A,N ,:r,x FENCE. PL= PICK::17Y UNE. DUE= DRANAGE ;;TILTY EaSEVEY. IP =[RCN PIPE. F.;04. .ND. NC =AA CONOmCNE:R PAD. PIC= ?cCPER7i CORNER. D-1= DRILLED HCtE. W'F ='+vCOCEN FENCE. RES= R£SeENCE. CL =CLEAR R9 =REXAR UE= UTILITY EASEMENT. CONC= CONCRETE 9.r3, R;W =f7GHT CF WAY, DE =DR,WGE EASEMENT C /L= CENTER'„NE. O= DAMETER. TYP =rrPrcAL M= MF,aSURED, R= RECC?CEO. ENCR =ENCRCACH!v'ENT. COMP= COMPUTE1 ASP- =a5P'-.AL' N/D =NM. i D4$C. S= SET. FFE =FINISH FLOOR ELF /ATICN, Ors= CFFS£T, P /P= W1:R PCIE. OHP= CVRhEAD PCV E2L.NE. WV =NA =:R YE E'? WDOO FENCE . a` - .. • =,a5o ,s ';'7 c - , MASONRY WALL- -- - --- - -- — r C9.N! CONCRETE= vv r.',: ;. ' . • ...b . T Elev . NV D_ru NAmm —\ANCE & DRE AGE EASer..vf =�� E NOTES: UNLESS OTHERWISE SHOWN, THE FOLLOWING NOTES APPLY.: Locator Index r 1) Record and measured calls are In substantial agreement. 2) Bearings, if shown are based on Plat data. 3) The lands shown hereon were not abstracted for Easements or other recorded emcumbrances not shown on the plat and the same, it any may not be shown on this sketch. 4) Underground portions of Footings, Foundations or other improver eats were not located. • 5) Elevations are based on National Geodetic Datum, 6) Fence Ties are to the Centerline of the fan,:e. 7) Wat) Ties to the face of the Wall. - Be iv?�,:; J SHCtJ A.R� RE' ERE TO AN ASSLT VAT.L? SAID F 3 F CS • DWN. BY: F.'g(Ar4CO SUFFIX ::J L O C A T I O N S K ETC H SCALE: NTS 125-75' (7) CJl - • 128.75' 1 28.75' 128.75 0 15' 0 0 0 O 0 O 37.5' 0 CERTIFIED TO: FLORENCE BLACK— GORDON AND CORDINEL GORDON,135 N.E. 94TH ST., MIAMI SHORES, FLORIDA 33138., DANA F. CHARLES, P.A., ATTORNEYS' TITLE INSURANCE FUND, INC., SIB MORTGAGE CORP., ITS SUCCESSORS AND /OR ASSIGNS, ATIMA. LEGAL DESCRIPTION: LOT 19 ANT) THE FAST 30 FT. OF LOT 18 BLOCK 21 OF AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 ACCORDING TO THE PLAT THEREOF AS RECO,PJED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF MIAMI —DADE COUNTY, FLORIDA. dem SINCE 1987 Br NCO SURVEYORS INC. Engineers • Land,Surve'Ors • Planners LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH FL. 33141 I HEREBY CERTIFY That the survey represented hereon meets the mnirnum lechnical req' rements adopted by the STATE OF FLORIDA Board cl Land Sur.eyors pursuant to Section 472.027 Honda Sta ut:s There are no encroachments. overlaps. easements appearing on the plat or v easements ether Ihan as ShCNn hEreon ADIS N. NUNEZ Peg store, Land St.:r eyor No 5924 S'a'e Of Florida 305) 865 --1200 N.E 1st AVENUE SUBDIVISION Fax : (305)865 -- 7810 DATE: 7 -17 -95 BASF :ti' - A TTM R . 1 2OrSs3 No. 01- /783 _LEEL'IS 4;t76 z41716 . 1\1 ITIVHdSV REVISIONS BY aq ,... g c- - JORGE I. MANTILLA ARCHITECT Mid co AMI DATE:Cc Zi,)C� SCALE: AS SHOWN DRAWN: J.I.M. JOB: �G,e() 0 SHEET 4 OF - L SIIEETS TERR \ \ C 9 '_ 0 „ AL PLA\ REMOVE OF I - XST \\ 1 /4" GARAGE SLIDING DOORS REMOVE CABI\IETS,APLIANCES CEILING, CLNp.DROPS & MOULDINGS, LINO. FLOORING NEW 8" CBS CUT ANC REMOVE PARTITION 40y2" FROM FIN. FLOOR. P IND. ALUM /GLASS SLD.DOOR SERIE SSGD -7 IMPACT RESISTANCE NOA No 00 -0628 EXP.1 1 —9 -05 NEW 8 C wALL 24 "x24 "x10 "CONC. W/ EACH WAY ALL 0) J \ J Iso exist.elec. _panel z N- I rn F T TC b2 NEW FAMILY foy,o,ci TC:8' x12' CONC TIE COLUMN,W / VERT.• #3 TIES © 8 "OC;DRI LED & EPDXIED 6 "INTO EXIST CONC.FOOTING. I bk5 30E 4 REMODELED KITCHEN `4 . 4x2 3 /'xc b24X2 FLOOR /SIT 10 -0" b(new) oktop 00 cp BEDR�N TC:8 "x12 "CONC TIE _C_OLLIMN, \N/Y5 VERT & #3 TIES © 8 "OC;INTO NEW FOOTING. #5 DOWELS © 12T0 DRILLED & EPDXIED 6" 1N 0 CON0.FILL.0ELLS. 0) sic b 4j ref .16 2 b151 PLAN L`.ST N ENCLOSE PARTITON OPEN NG W /NEW 4" D.W. f NEW PART.EXTNSION \ `V 0) I N O INSTALL NEW CERAMIC TILE W /THIN SET. OVER WD. FLOOR 1 /4" 128' BATH LIVIMG RM CLST n EXISTING 4x10 WD.BEAM OVER CEILING EXISTING 2x8 WD CLNG. JOISTS © 16 "0C INSTALL NEW 1/2"DW BRD. OVER 7 /8 "MTL FURR.; MOULDING & CABINET VALANCE TO MATCH NEW CABINETS PARTITION TO 40 1/2" DINING FROM FIN. FLOOR 128' > BEDROOM W.I.C. BATH CONTRACTOR SHALL CO \1PLAY W 1TH ALL THE PROVISIONS MADE IN FLORIDA BUILDING CODE 2001 AND ALL OTHER APPLICABLE CODES. VERIFY CONTRACT DOCUMENTS PRIOR TO CONSTRUCTION, THE fE DRA!VINpS yH BE \V($RKED'fOGETHER WITH ARCHITECTURAL DRAWINGS AND SHOP DRAWINGS, ANY DISCREPANCIES SI- LAtt :Bg BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION, ANY VARIATIONS IN ACTUAL FIELD CONDITIONS AND DIMENSIONS FROM THOSE SHOWN ON TELE CONTRACT DOCUMENTS (DRAWINGS) SHALL BE REPORTED TO TIIE ENGINEER FOR DETERMINING TILE NEED OF REDESIGN PRIOR TO CONSTRUCTION. COORDINATE ALL OPENING, CHASES, SLEEVES, ISTEMS TO BE EMBEDDED IN CONCRETE WITH ARCHITECTURAL, MECIIANICAL, AND ELECTRICAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING AND SHORING OF STRUCTURAL MEMBERS, WALLS AND NON- STRUCTURAL ITEMS DURING CONSTRUCTION, AS REQUIRED, PROCEDURES AND SEQUENCES CF CONSTRUCTION ARE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE Al' ALL STAGES OF CONSTRUCTION. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 3G1 -89 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING STRUCTURAL CONCRETE SHALL BE NORMAL W'EIGETT CONCRETE CONFORMING TO ACI 318 -89 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENCHT OF 300 PSI AT 28 DAYS. (U.0.N.) CONCRETE SLUMP 3" - 1" FOR FOOTING AND SLAB ON FILL, AND 4" - 1" FOR ALL OTHER CONCRETE. MAKE SLUMP TESTS WHEN CYLINDERS ARE MADE AND AT OTHER TIMES AS NECESSARY TO VERIFY SLUMP 7 GENERAL STRUCTURAL :1!OTES , • • SOIL STATEMENT: SOIL CONDITION AT SITE BY VISUAL INSPECTION INDICATES AN ALLOWABLE BEARING CAPACITY OF 2000 P.S.P. (UNDISTURBED SAND ANDIOR ROCK) UPON CO \MPLETION OF EXCAVATION WE WILL VI SUALLY INSPECT THE PRE \USES "1'O SUBMIT A LETTER CERTIFYNG THAT THE BEST OF OUR PROFESSIONAL KNO\VLEGDE AND BELIEF THE CONDITIONS ENCOUNTERED'ARE SIMILAR TO TIIOSE DESCRIBED ABOVE. ALL MASONRY WALLS TO BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE PROVISIONS OF CONCRETE REINFORCEMENT, CAST- IN- PLAcIE CONCRETE, AND CONCRETE MASONRY. ALL WALLS SIIALL BE CONSTRUCTED ENTIRELY OF UNITS CONFORMING TO ASTM 90, TYPE I, GRADE N -1 WITH MINIMUM COMPRESSIVE STRENGTH OF 2500 P. S.[. AND REINFORCED \VITII #9 GAGE TRUSSES TYPE HORIZONTAL MASONRY REINFORCING LOCATED AT 16" 0.C. AND EXTENDED 6" INTO ALL ABBUTING COLUMNS. ALL MASONRY \VALLS SHOWN ON STRUCTURAL PLANS SHALL BE IN PLACE PRIOR TO FORMING OR PLACING CONCRETE INCCLU\IN AND BEAMS OVER THE WALLS, EXCEPT AS OTHERWISE SPECIFIED. PROVIDE VERTICAL REINFORCING IN BLOCK CELLS AND FILL CELLS WITH CONCRETE AS INDICATED ON THE DRAWINGS THE CONTRACTOR SHALL COMPLY WITH ALL THE MANUFACTURER'S AND MATERIAL SPECIFICATIONS. FOR SLAB ON FILL, MOISTEN AND RECOMPACT SUBGRADE AFTER UNDERGROUND UTILITIES HAVE BEING BACKFILLED AND JUST BEFORE PLACING POLYTHY',ENE SHEETING_ PROVIDE 0 006" THICK SHEETING UNDER ALL INTERIOR SLABS ON FILL, TAPE ALL JOINTS, SEPARATE SLAB ON FILL FROM WALLS, COLUMN AND OTHER ITEMS PENETRATING SLAB WITH .(i" PREMOLDED JOINT FILLED \IATERLAL FOR FULL TELICKENESS OF SLAB. REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 318 -33. REINFORCING STEEL SHALL CONFORM TO TIIE LATEST ASTM A615 GRADE 60 AND ASTM A185 FOR WELDED STEEL WIRE FOR CONCRETE REINFORCEMENT. SUPPORTED AT MINIMUM OF 36" O.C. EA. \VAY, LAY FABRIC A MINIMUM OF 6" AT TILE SIDES. S ?LICES IN REBARS SIIALL BE A \- 41NIMUM OF 48 BAR DIAM., EXCEPT \VIIERE OTILER\VISE DIMENSICONED. ALL HOOKS CN REBAR SHALL BE STANDARD ACI -38 -89 HOOKS, EXCEPT WHERE OTHER \VISE DIMENSIONED. ALL STRUCTURAL WOOD AND SHEATHING SHALL BE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. STRUCTURAL STEEL SHALL BE DETAILED. FABRICATED AND ERECTED IN ACCORDANCE \VITA TIIE LATEST AISC STEEL CONSTRUCTION MANUAL, SHAPES AND PLATES SHALL CONFORM TO ASTM A36. STRUCTURAL TUBING SHALL CONFORM TO ASTM A -500. CONTRACTOR SHALL SUBMIT THE FOLLOWING SHOP DRAWINGS: A) REINFORCING STEEL BEDROOM ya((. euto 0 0 00 ROADAailir IMPACT FOT aoo5 Rk� UIREo AP CO s �PROVgV14- =711 MIAMI -DADE C UNTY ED .G ifWalk o ,0 /5 Alley :11%q/ < 8Q "abe - Po ✓/i? 8 0.0 / • /'9 •°� =w4A Iw we Nee , OCAT %0N 11. B1 GARRI$ CIVIL AND CONSULTING:` ENGINEER, JANUWRX 18th, 1956 o, 1150 : FLORIDA • I . hereby certify that the - attached aketoh of survey:;. shows, 'a { true survey of all of I.ot 19 and the East 30 Peet of Lot 18 Biock 21. " of the . AMENDED: PLAT OF MIAMI SHORES SECTION 1 according to. the plat thereof recorded in plat book , 10 -at page 70 of the publio records of Dade County, Florida, That 'the boundaries of the above deeorjbed property have been marked ad shown on the attaohed aketoh. That . this property rag vaoant on January 13th, 1956. That there are. no encroachments on. this property by any etru Signed this 18th day of January A. D. 1956. at Miami,: Florida. M. B GARR I$ err Registered Land Surydyor No 952 State of Florida ' EXIST, BED •• X C Oat , COL. T.A r.L.E.c... - I f."./ Arun. -....•■••••••••••••• 4 ( • st T 1.4.) FLOOR PLAN 'W 1.11 1-0 ...■ ._ _ et ....,...x.... ,....e.......r../10....r. ......**Ilel...y.. 0•••■■ -.....d......... • • ........-Ist..••••••••.........•..............r 7 c12 Er ON.1 E ▪ . D' f4.'5 F 1- - r/ Co" — cT P. til A 1 EXIST LIV.. RM. EXIST. SCREEN RM TO NEW FLA. PM.. •••••••••■••••_,..•••••••••••••••••,.......... • • 1: 2 I 2 'S / iJ u) IUXICJA 1 g NO tH ELEV. '1,4:` £/ S'"IATUCCO 'DU' COL–. EX 1ST. GAR EXIST,, DIN. E.X1 ' r, trec u ?APIS C.. VA Ps Ea, .. SECTION — CP EX ' fL Z 01 1 El x LtDKIC . t/1 4 ..1" 4 Dr) '01.) TO 1 A" (.`. 0 Air. PALO 1 1 I. t: IA L L. OA) 1 ;‹ 'Z. Ps Ts C 1 G_1 1 EX 1 A. ea-, or... , 1 L A k 1 4) • PA /V.!, 1 S. -r-r• ------ A? a ro ' t A I .7. 7 7 4{'C.; ir in ...-r.Are r's r • ,Arr e " e•••••, ••••• • • , • • ,•_••• ^. • r •, , V yr • 4-- ••■ V • 7 rir ty - - ,„ e.x -vr o c.2.-3 g o' e. N.) E. 9 ..•••••••• •••• 4 1.3 Ar- 24 .eat i t 1 t PLOT PLAN ■.■ T 1 15.0: lit le) ss. ..-••••••• LO 19, Biaots IV a l IL , MIANL SECT _10 N. ij L22P E C i r.14 14 1. k 0 15370 W. DIXIE.: I-1 W Y N. MB.,F .!* SCREEN ROOM CONVERSION,F014 MR\MRS ROBBIE S. LOONEY, 135 N.E.941 MIAMI SHOPS. Kir)V. 11 drawn by SOLAR BUILDFFS 6 D EC ORATORS, IN JP! \ »: t \ ice: Li \! * / *- \ fr ¥ w& \ } \ ' . . . a . a ,.. .. . ... .w:/ ." PANELBOARD MAINS TYPE SLUGS 150 AI4PS 1 -PHASE 3 -WIRE 2401120 VOLT SURFACE MOUNTED SIN (EXISTING) ^ ^^^ MANUFACTURER GE. GOLD LOAD CENTER TYPE QO SCIC BRANCH CIRCUIT LOAD BREAKER CIRCUIT No. BREAKER LOAD W I R E C 0 N 0 ■ DESCRIPTION A/C A. -1.U. « � — �8 LLRa2w T R I p osmageom ommemme n o 1 ref36 1 1 remain ' -4 "partition heccer to from existinc partitions. U �� 90 1 2 40 A/C C.U. 90 3 4 40 PANELBOARD MAINS TYPE SLUGS 150 AI4PS 1 -PHASE 3 -WIRE 2401120 VOLT SURFACE MOUNTED SIN (EXISTING) ^ ^^^ MANUFACTURER GE. GOLD LOAD CENTER TYPE QO SCIC BRANCH CIRCUIT LOAD BREAKER CIRCUIT No. BREAKER LOAD W I R E C 0 N 0 ■ DESCRIPTION A/C A. -1.U. K V A LLRa2w T R I p osmageom ommemme I-a - d LL cea2W Y9at DESCRIPTION U �� 90 1 2 40 A/C C.U. 90 3 4 40 Living Recep 20 5 6 15 Garage Lig'hts,Recep Washer 20 7 8 15 Refrigerator L Water Heater 20 9 10 15 Front Bedroom Family Lghts 15 11 12 15 Front Bath Lite Rec. Back O,rm Lite Rec 15 13 14 20 Back Bdrm Recept. Back bath Lite Rec. 15 15 16 15 Kitchen Ut. Cinn ng Spr nkler Pump 20 17 18 40 Dryer 20 19 20 40 Oven 30 21 22 40 Cook Top 30 23 24 40 #12 Y :' New 'v4icro. /Hood 20 25 26 20 Living Room Front $edroom. 15 27 28 15 New Kitchen Lights #12 %" #12 '.' New Ktchen GFI 20 29 30 30 Pool Pump #12 'A' New Kitchen GFI 20 31 32 30 I NOTE ON WINDOWS AND EXTERIOR DOORS 1. ALL WINDOWS AND EXTERIOR DOORS UNDER SEPARATE PERMIT. 2. ALL WINDOWS AND EXTERIOR DOORS TO BE PROTECTED BY IMPACT RESISTANT STORM SHUTTERS; UNLESS IMPACT RESISTANT WINDOWS ARE INSTALLED. 3. WINDOWS, EXTERIOR DOORS AND STORM SHUTTERS SHALL HAVE THE SEAL OF APPROVAL OF THE PRODUCT CONTROL DEPT. OF THE DADE COUNTY BUILDING & ZONING DEPT. IMPACT RESISTANCE SOLAR GREY TINTED GLASS CONNECT TO EXIST 4 —TON CARRIER AH UNIT SER -13 MODEL 3593A02812 b w exist elec. ?anel z MOD P VII- W TO L exist. 6 6 "x6 "CL DIF.4W- 31,GFI 1281ow volt 31,GFI f- 3 FL- CTR I CAL P LA\ 1 /4 " D \G 1 /2" ow voltage a mps A B $3 WP� GFI NOTE: New circuit are shown as labeled on panel; new circuits No.25, 28;29 &31 are labeled spare and space. LEGEND NOTE: NOT ALL SYMBOLS ARE NECESSARILY USED. SEE FLOOR PLAN FOR ACTUAL SYMBOLS USED WALL SWITCH — '15 AMP — 120 VOLT — 4' -0" A.F.L. 3 — WAY WALL SWITCH — 15 AMP — 120 VOLT 12" A.F.L. -0 SINGLE RECEPTACLE — 20 AMP —120 VOLT 4'-0" A.F.L. DUPLEX RECEPTACLE — 20 AMP — 125 VOLTS GROUND 12" A.F,L. DUPLEX RECEPTACLE — 20 AMP — 125 VOLTS ABOVE A COUNTER GROUND OR HIGH MOUNTED AT 48T A.F.F. DUPLEX RECEPTACLE — 20 AMP — 125 VOLTS GROUND 12" A.F L. HALF CONTROLLED BY SWITCH DUPLEX RECEPTACLE — 20 AMP — 125 VOLTS GROUND 12" A.F L. WEATHER PROOF WITH GFI PROTECTION DRYER RECEPTACLE — 30 AMP — 3 POLE — 240 VOLT 4'-0" A.F.L. RANGE RECEPTACLE — 50 AMP — 3 POLE 4' -0" A.F.L. • TELEPHONE OUTLET 0 +18" A.F.F. OR AS NOTED TELEVISION OUTLETS S HL micro/hood 30 "xcooktop U use existing PW TO GARAG - VAT F.F.E. exhaust duct O\S t NOM it 2- 5 /8 "x4 "x 1Y2" J BOLTS WELDED TO BM BOTT. AT EACH 8 "x12" SIDE OPNG. CO NC. CLM BM.CONNECTION DETAIL EXIST.DECK FFE _J w z NEW TB NEW CBS oven 3/4" 1 -1—sv° 1/2" 5 /8 "EXT.GRADE SHEAT. 1 /2 "DW.BRD.ON 1 NAILED TO PLWD. • EXISTING ROOF FRAMING STRUCTURE mons, �I !`:al 1 l ! cos NEW SLIDING DOORS AND WALL ENCLOSURE CO -CT pantry ON , 1_ 1_ 1—J —1 —1_ _l__ ____ L L_ NEW 8x18WF x20'L. STEEL BM. +43.5psi - 47.7psi/ PGT IND. ALUM /GLASS SLD.D00? SERIE SSGC -70 IMPACT RESISTANCE ---\ NOA No D0 -0628 EX II .1 1 -905 J > EXISFAMILY FFE VI O D fI 3 NEW TC — NEW CBS R 1/2 -AR V - L -VAT 1/4" W TO W 0\ window 0 " \DOW 2x4 WD.BLOCK 1/2 NEW 2x4 WD.VERT. LAPPED AND NAILED TO WD. JOISTS FRAMING © 1 6"O.C. 6x2 WD.BLOCK T. &B.OF BM. W / / "0 x2) ? THRU BOLTS © 24" STAGG. NEW 8x18WF x20'L. STEEL BM. (VERIFY LENGTH AT WORK SITE) 5 /8 "EXT. GRADE PLWD.SHEATING, W/5/8 "STUCCO ON EXP.MESH & ASPHALT FELT NAILED TO SHEAT. 3- AL.FRAME & GLASS SLIDING DOOR PANEL,4' -0 "W x 6' -8 "H POOL DECK FFE EXIST.10 "x 1 6" CO NT FTNG W/2 #5 &8 "CB.STEM WALL f NEW 24'x24 "x10 "NEW TC CONC.FOOTING BEYOND. REVISIONS DATE: (2// /O4— SCALE: AS SHOWN DRAWN: J.I.M. JOB: �v >J SHEET z O C7 z 0 d W Z 0 0 OF — SHEETS BY REMODELING TO RESIDENCE AT: 135 N.E. 94th ST. MIAMI SHORES FLORIDA STATE OF FLORIDA LICENSE No 3177 PH.(786 ) 293 8004 11921 S. DIXIE HIGHWAY SUITE 204 MIAMI FLORIDA PANELBOARD MAINS TYPE SLUGS 150 AMPS 1 -PHASE 3-WIRE 240/120 VOLT SURFACE MCUNTED SiN (EXISTING) MANUFACTURER GE. GOLD LOAD CENTER TYPE QO SCIC BRANCH CIRCUIT LOAD BREAKER CIRCUIT No. BREAKER LOAD w I R E C 0 N D DESCRIPTION I K V A F R A M E T R I P `. F te a[ — a LLct 22 x >a DESCRIPTION 00Z 0 NC A.H.U. SCALE: 1S SHOWN 00 1 2 40 A ..ef OF - 2 SHEETS A/C C.U. 90 3 4 40 Lining Recep 20 5 6 15 Garage Lights,Recep Washer 20 7 8 „J :�; c Refrigerator Water Heater 20 9 10 15 Front Bedroom Family L ghts 15 11 12 15 Front Bath Lite Rec. Back Brm Lite Rec 15 13 14 20 Back Bdrm Recept. Back Bath Lite Rec. 15 15 16 s' Kitchen Ut. Dinning CiP/) ,r'f'+'.f', Sprinkler Pump 20 17 18 40 I Dryer 20 19 20 40 Over 30 21 22 40 Cook Top 30 23 24 40 #12 W New Micro. /Hood 20 25 26 20 Living Room Front Bedroom. 15 27 28 15 New Kitchen Lights #12 YA #12 '/.' New Kitchen GFI 20 29 30 30 Pool Pump #12 i/.' New Kitchen GFI 20 31 32 30 r', .rtCi f.- . r.) - .x a )1 I REVISIONS BY JORGE I. MANTILLA ARCHITECT 1921 S. DIXIE HIGHWAY SUITE 2W MIAMI FLORIDA STATE OF FLORIDA LICENSE No 3177 PH. (786) 293 8004 [O REST AMI SHOT DATE: ,,,,-.. A i SCALE: 1S SHOWN DRAWN: J.I.M. JOB; Jaza6-4 SHEET A ..ef OF - 2 SHEETS NOTE ON WINDOWS AND EXTERIOR DOORS 1. ALL WINDOWS AND EXTERIOR DOORS UNDER SEPARATE PERMIT. 2. ALL WINDOWS AND EXTERIOR DOORS TO BE PROTECTED BY IMPACT RESISTANT STORNI SHUTTERS; UNLESS IMPACT RESISTANT WINDOWS ARE INSTALLED. 3. WINDOWS, EXTERIOR DOORS AND STORM SHUTTERS SHALL HAVE THE SEAL OF APPROVAL OF THE PRODUCT CONTROL DEPT. OF THE DADE COUNTY BUILDING & ZONING DEPT. 0 W exist elec. 'Dane' ' FAMILY RM exist. v ref36 28 6 -W TO LV 3 31,GFI 31,GFI volt /) 6 F' t / I 281ow volt 31,GFI 281ow volt 0 II \G VIODIFIFD FLFCTRICAL PLA\ 1 /4 99 D S3 1 \I \G 3 o voltage la 1 /2" 1'- 4 "partition header to remain; from existing partitions. mps is NOTE: New circuits are shown as labeled on panel; new circuits No.25, 28,29 &31 are labeled spare and space. LEGEND NOTE: NOT ALL SYMBOLS ARE NECESSARILY USED. SEE FLOOR PLAN FOR ACTUAL SYMBOLS USED WALL SWITCH - 15 AMP - 120 VOLT - 4' -0" A.F.L. 3 - WAY WALL SWTCH - 15 AMP - 120 VOLT 12" A.F.L. -e SINGLE RECEPTACLE - 20 AMP -120 VOLT 4 A.F.L. DUPLEX RECEPTACLE - 20 AMP - 125 VOLTS GROUND 12" A.F.L. A) DUPLEX RECEPTACLE - 20 AMP - 125 VOLTS ABOVE A COUNTER GROUND OR HIGH MOUNTED AT 48 A.F.F. 4, DUPLEX RECEPTACLE - 20 AMP - 125 VOLTS GROUND 12" A.F.L. HALF CONTROLLED BY SWITCH DUPLEX RECEPTACLE - 20 AMP - 125 VOLTS GROUND 12" A.F.L. WEATHER PROOF WITH GFI PROTECTION 4 DRYER RECEPTACLE - 30 AMP - 3 POLE - 240 VOLT 4 A.F.L. RANGE RECEPTACLE - 50 AMP - 3 POLE 4 A.F.L. TELEPHONE OUTLET ® +18" A.F.F. OR AS NOTED TELEVISION OUTLETS \ CAB use existing micro /h V 1, F.F.E. EXIST.DECK FFE NEW CBS 3 —NEW AL.& G � - EXIS +43.5psi — 47.7psi 4'- 0 "Wx6' -8" A SS SLIDING FAMILY FFE OORS. 5 /8 "EXT.GRACE SHEAT. 1 /2 "DW.BRD.ON 1 NAILED TO PLWD. NEW OPENING EXIST.FFE 3 "WD TRI {. exhaust duct DA/ TO GARAGE O\ oven 1 9 CROSS S L- pantry 9 9 9 ORS AND WALL ENCLOSURE NEW 8x18WF x20'L. STEEL BM. VODIFIF -D R 1 /2" r - NEW TC NEW CBS -AR NEW AC ORC EACH SIDE C ROLILING HIE BY MDBP PR VI r EXISTING ROOF FRAMING STRUCTURE ION HURRICANE SHUTTERS F SLIDING DOORS BY D OR OTHER APPROVED ODUCT CONTROL - LEVATIO\ 1 /4" O 0 c C window TO W \ D O W 0 NEW 2x4 WD.VERT. LAPPED NAILED .TO WD. JOISTS FRA 2x4 WD.BLOCK 6x2 W BOLTS POOL DECK FFE EXIST.10 "x 1 6" CON FTNG W/2 #5 &8 "CB.STEN WALL NE 24'x24"x 1 0"NE TC CO .FOOTING BEYON — NE ► 18W x20'L. STEEL BM. (VE LENGTH AT WORK SITE) 6 W 5 /8 "EX1. GRADE PLWD.SHEATING, /5/8 "STUCCO ON EXP.MESH & ASPHALT FELT AILED TO SHEAT. 3— AL.FRAME & GLASS SLIDING DOOR PANEL,4' -0 "W x 6' -8 "H 1 /2" Date 7/ 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 .1 O e ` l ` � ,5\7 , located at /1/ k 1/ att l4 Sha✓ In accordance with Section 33- 12(f), Code of Metropolitan Dade County, 1 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 inspection and use of the pool. legal Owner C0 r d I v 4 C d Note: This certification is to be submitted with a swimming pool permit application in duplicate. CONTRACT X-- NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAII'Y ACT I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at Miami Shores,. 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) 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 considered as committing a misdemeanor of the second degree, punishable by fines up to to days in jail as established in Chapter 775, F.S. CONTRACTOR'S N E PRINT DATE 'OTARY P Ct.:1340452 9 /F Q� FAY tN mIS ION F,xPIPES OFF\ 0 MAY 26 2003 //tAataTisa BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33139•2392 TELEPHONE (305) 795.2204 FAX (305) 758.9972 A" _Cord I v / CUr'O OWNER'S SIGNATURE & DATE O > R'S NAME NOT GAY CCXA }A1$$ION Er, OF F - MAY 26,20'03. 45.60 33 .60 WATER SEWER PANEL Z SITE PL SCALE : 1/20" = I' -0" INTERLOCKING BRICK 2" SAND BED - ROCK BASE - POOL WALL RESIDENCE NE 94th STREET f r �� =111111= 111111= 111111 =11111 Il.!Iiiii- 111111- 111111= , POOL WALL POOL COPING 4' CHAIN LINK FENCE 51-1 F 51-1EFIR IDESCENT 1DET4IL NO SCALE FOOL FLAN SCALE :1/4"21 TURBO SKIMMER DECK -O- DRAIN OVER HEAD BRICK ON SAND EXISTING PATIO WEATHERPROOF GFI RECEPTACLE LOCATED 10 -20 FEET FROM POOL WATER EDGE 'x18" BENCH PLANTER EXISTING RESIDENCE SOL R RETLRN INLE I'i2 " VENT HANDHOLDS 4' SHEER DESCENT POOL EQUIPMENT 5'x18" SWIMOUT ELEV. TOP OF POOL WALL 1.0 , DEPTH OF POOL 5.0 v ELEV. TOP OF MAINDRAIN 2.0 v FLOOD CRITERIA 55 ELEV. TOP OP MAINDRAIN 2.0 POOL IN FLOOD CRITERIA 3.5 LESS 2'0" 1- 4YDROSTATIC VALVE 1.5 SLAB THICKNESS REQUIRED 6" i SURFACE AREA (SQ. FT.) 340 VOLUME (GALLONS) 10000 TURNOVER (HOURS) 5 PERIMETER (FEET) 19 DECK AREA (SQ. FT.) 442 • • •• • F.P-L. METER BRICK OR STONE 6" CERAMICS WATER LEVEL COPING �unir� 6" THICK SHOTCRETE WALLS REINFORCED WITH • 3 BARS AT 10 " CENTERS BOTH WAYS 6" THICK SHOTCRETE FLOOR SLAB REINFORCE q WITH * 3 BARS AT 10 " CENTERS BOTH WAYS. ✓ 2004 DISC. PLUMBING NOTES: STRUCTURAL NOTES: 3 w0 THIN + 1 -2P -104 1 4 10 THU,N IN 1 - 1P - 15A GFI 'mss" COND. AQUADYNE PANEL I- 2P -30P TIMER 4 SWITCH 3 "12 THU.N IN 1 '2" CONDUIT 28 V. , D.G. GENRATOR ELECTRIC RIfi D IACIRAM NOTE: BASED ON INFORMATION PROVI ED THIS OFFICE, THE EXISTING SERVICE I ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD. ELECTRICAL NOTES: 2"14 THUN +I"12THWN IN 1 /2" COND. 110V/12 V 2 •• THLJN +I"12 THWN IN 1" COND. POOL TYP OF 2 J1NCTI BoX — LIGHT 1 HP PUMP SFORMER TO CI-LORMATIC NO SCALE NOTE: PROVIDE "8 BARE COPPER ND WIRE CONTINUOUS FROM LIGHT TO POOL STEEL. (2 POINTS 180 DEGREES APART) TO DECK STEEL (WHERE PROVIDED) TO EQUIPMENT BONDING. +• *12 FOR 150W SAM 1. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC -PUJ, 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 BEND* 3. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL PRESSURE PIPING 1 1(2" DIAM UNLESS OTHERWISE NOTED. 4. POOL WATER DISPOSAL S-4 LL BE IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS. 5. ANTI VORTEX MAINDRAINS4HALL HAVE ITS PLATE SECURELY FASTENED WITH TAMF'ERPRO SCREWS. 6. POOL VACUUM SHALL COMF LY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 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 SHAQWING 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 60,000 PS I. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL HAVE A MINIMUM 28 DAY PRESSIVE STRENGTH OF 2500 PSI. 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED .4 RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. ANTI VORTEX f � MAINDRAIN 1 1/2" HYDROSTATIC VALVE SET IN 3/4" WASHED ROCK BED POOL SECTION NO SCALE POOL COPING SAME THICKNESS AS WALL AIR RELIEF VALVE �-- 1 1/2" POOL WASTE �p,� _ TO SPRINKLER \ h RECIRCULATION PUMP 1 HP, 50 GPM AT 60' TDH SELF - PRIMING POOL FILTER WITH 100 SQUARE FEET OP FILTER SURFACE AREA CARTRIDGE L-\ J 5p\° ti� \\h SA �v ° EQUIPMENT ISOMETRIC MAX. PRESSURE VELOCITY LESS THAN 10' /SEC MAX. SUCTION VELOCITY LESS THAN 8' /SEC MAX. 0 WATER LEVEL 2" TILE STRIP OF CONTRASTING COLOR SUJIMOUT DETAIL NO SCALE SAFETY NOTES: SOIL NOTE: BASED ON A VISUAL INSPECTION OF TI-4E SITE, SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE f FOR THE DESIGN BEARING CAPACITY OF 2000 PSP. HOWEVER, IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. MIN. 18" BELOW WATER LEVEL T 2*3BARS ACROSS NICHE 1. A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/NSPI -5 -95. 2. THE WANING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL INCLUDE THE FOLLOWING STATEMENT: NO SCALE POOL WALL STEEL 1" NON METAL-IC CONDUIT TO JUNCTION BOX LIGHT BOUY BOND WIRE TO POOL STEEL UNDERUJATER LIG-1T DETAIL TO BE ACCCt1PLI6HED SY OTHERS. POOL BARRIER REQUIREMENTS: THE POOL SHALL BE COMPLETELY CIRCUMSCRIBED BY 4 FENCE OR BARRIER N COMPLIANCE WITH ARTICLE 4242.11 OF THE FLORIDA BUILDING CODE. ACCESS TI ;TROUGH THE BARRIER SHALL BE THROUGH SELF CLOSING, SELF LATCHING GATES COMPLYING WITH TI-4E ABOVE INDICATED ARTICLE. IP A PART OF THE HOUSE IS 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 HAS .4 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 81-4ALL SOUND IMMEDIATELY AFTER THE DOOR IS OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE NOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM 81-IALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LA87 NO LONGER THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR THERE IS NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT IS 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 THE DOOR OR ITS SCREEN IS OPEN. 4. THE POOL AND /OR SPA SHALL NOT SE FILLED WITH WATER UNTIL A SEPARATE PERMIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY BARRIER INCLUDING A SPRING -LOCK SELF - CLOSING GATE. NO SCALE - 6 "x6" CERAMIC HANDHOLD N ON MAXIMUM 4'0" CENTERS. ��7, 11 NANDNOLD DETAIL � < NO SCALE 11 v � / �, >> r r� " T TEE SAME SIZE AS PUMP SUCTION POOL DATA: &1 P CTEEL NOT REQUIRED WATER LEVEL 3 , 18" '2" 12" WEIR TURBO Boost INLET STEP DET,41L. No SCALE POOL COPING SKIMMER SECTION 0/2" HYDROSTATIC RELIEF TUBE. ONLY ONE REQUIRED DDD TAIL NO SCALE I- 41'DROSTATIC UPLIFT PROVIDE SCREEN MESH A7 JOINT OPTIONAL 2" TfLE OF CONTRASTING COLOR POOL DECK TOP OF POOL OR SPA T COPING, WHICHEVER HIGHER MIN. 15 SQ. IN. BASKET 1l/2" TURBO RETURN 2 " SUCTION NO SCALE VENT DET NO SC NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN 6.7 FEET THEN THE FLOOR SLAB SHALL TAPER FROM 6" AT THE SHALLOW END TO THAT INDICATED ABOVE AS SLAB THICKNESS REQUIRED. F- al LU ry �q61 z �0 co a QC 0 _.1. W O 1 a g 1 0 k