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135 NE 94 St (22)o 73 �. 37.50' H f REMAINDER OF LOT 18 V cl NO ID_ [Th , 15' ALLEY 3,S 128.75'(P &M) no O - J1PE F_ O < c? ,P. 25.00' o x o o (-2 f 3( A o o = �47 ; W TOTAL= (: PLAT) 75.00' < 2 D -< 0 FIP 1!2 80.00'(P) 80.12'(M) F I.P 12" - • 50.00'(P &M) 9' ASPHAIIf F.I.P 112" g I / of NO ID. *13 o N Vr0 z m xii 86.00' CM A q. u 32.90' p ° rn o JO v _ D� 19.10' I\ r m o v D r- / -i — *n ` � .z C7 n A 11 1 33 30' , u l -< m 0 0 o \ -4 / / \ , O \ 010' o \ CL o \ 6 ►- II \ D o p w °� D z (11 45.10' < U 1 12.60' = o n B, 9 �,, m (1 O cn o „ - 36.55' O 0 ' 0 �a ` 43 ��p ` > /de (C.S'. L' // 6:54 .- d A % 4' WI RE F 128.75V)&11/1) r- o n o LOT 20 NOT v.1.10 UNLESS E.V3OSSEO w+TH SURVEYOR'S SEAL • REVISED: DATE: 7 --- 01 SCALE: 1 "= 20' DWN. BY: F. fArtco (305) 865 -1200 FLOOD ZONE: p N U' : 0 JOB No. 01- //83 T BOUNDARY SURVEY .: _' •- .r�rrc••�r ate. A3BREVIATIONS: • SCAL E: 1 "= 20' SWK N T = SICE'NAL,t. CBS =CCNC <ETE 3LCCK STRt,CTURE. CLF =CH.LN ::Ni FENCE. Pt= .Pr?CPERrr UNE, DI;E= DRANAGE l;T1LTY EA3ENENt lP= IRC N PIPE. F= FOUND, A./C =aR CONDITICNE:T PAD, P /C= ?r,CPERTY CORNER D(H= DITLLED HOLE 'F= 'NCCCEN FENCE. RES RESCENCE. CL =CLEAR R9 =REBAR US =O 1JTY EASEMENT. CONC= CONCRETE SLA3, R,^N =RIGHT CF 'NAY, DE = DRAINAGE EASEMENT C/t CENTER LINE O= DAMETER Tw= TYPICAL M= MEASURED. R= RECCRCE0, ENCR= ENCRCAClMENT, COMP= CCwJThR A3P� =a3:+ -A1' WO NAJL & DISC. S=SET. FFE= FINISH FLOOR ELEVATION. CIS= Cf FSET. P /P =PCWER POLE. CHP= CVERI PCWERLNE. WM =l'rA =:R W000 "c._ra5orstasedc^ MA S ONRY WALL - -- --- - ---- C9.`1 CO CRETE= `` :'. •:. r • E1ev t• GGVD_I Ya.I Re . N'1'E1'A. VCE & DRENAGE EASECE., — '-�SU t • V r NOTES: UNLESS OTHERWISE SHOWN, THE FOLLOWING NOTES APPLY. Locator Inoex 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 a: d :he same, it any may not be shown on this sketch. 4) Underground portions of Footings, Foundations or other improvvrects were not located. • 5) Elevations are based on National Geodetic Datum, 6) Fence Ties are to the Centerline of the fence. 7) Wall Ties to the face Of the Wall. $ gg;'L,RlCvG h1 1 SHCS•t R TO AN ASSU -ED V,aI,LTE SAID ADIS N. NUNEZ Peg's:ered Land Surveyor NO S 3 e or Florida z rc I HEREBY CERTIFY That the survey represented riereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board ct Land Surveyors pursuant to Sect on 472.027 Florida Statures There are no encroachments. overlaps. easements appearing on the plat or vrsibre easements ctner than as shown hereon 5924 L O C A T I O N S K E T C H . SCALE: N S N.E 1st AVENUE 128.75' 01 rn 128.75' 128.75' 0 15' Li Ln 0 r o N Q G1 0 37.5' CERTIFIED T0: 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 AND THE FAST 30 FT. OF LOT 18 BLOCK 21 OF AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECO?JED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF MIAMI -DADE ;COUNTY, FLORIDA; SINCE 1987 Br NCO SURVEYORS INC. Engineers ' Land.Surve'ors • Planners LB /1 0007059 555 NORTH SHORE DRIVE MIAMI BEACH FL. 33141 Fax : ( 305)865 - -7 SUFFIX : :J DATE: 7 -17 -95 BASF : N fA T T, G 1 G- 0 0 00 GARAGE exist.elec. _panel pantry 24X84 BEDR TC:8 "x12 "CONC TIE GOLUMN,W / VERT & #3 TIES ® 8 "OC;INTO NEW FOOTING. #5 DOWELS © 12 "OC DRILLED Sc EPDXIED 6" 1N 0 CONC.FILL.CELLS. (.01,0)(/ TC:8 "x12 "CONC TIE COLUMN,W / VERT. #3 TIES © 8 "OC;DRI LEO & EPDXIED 6 "INTO XIST CONC.FOOTING. REMODELED y c LIVIMG RM EXISTING 4x10 WD.BEAM OVER CEILING EXISTING 2x8 WD CLNG. JOISTS © 16 "OC INSTALL NEW 1/2"DW BRD. OVER 7 /8 "MTL FURR.; b151 MOULDING & CABINET VALANCE TO MATCH NEW CABINETS PARTITION TO 40 1/2" DINING FROM FIN. FLOOR BEDROOM BEDROOM 0 W U TERRACE PARTIAL PLA\ OF EXIST 1/4" REMOVE SLIDING DOORS REMOVE CABIVETS,APLIANCES CEILING, CLNG.DROPS & MOULDINGS, LINO. FLOORING CUT ANC REMOVE PARTITION 40)2" FROM FIN. FLOOR. NEW 8 NEW 8" CBS HALL PGT IND. ALUM /GLSS SLD.DOOR SERIE S$$GD -7 fm /' IMPACT RESISTANCE NOA No 00 -0628 EXP.1 1 -9 -05 24"x24"x 1 0"CONC. \W/ EACH WAY N FLOOR /SITE PLA\ 1,/4" 128' >> 128' SOIL STATEMENT: GENERAL STRUCTURAL :',!OTES CONTRACTOR SHALL SUBMIT THE FOLLOWING SHOP DRAWINGS: A) REINFORCING STEEL CONTRACTOR SHALL COMPLAY WITH ALL THE PROVISIONS MADE 1\ FLORIDA BUILDING CODE 2001 AND ALL OTHER APPLICABLE CODES, VERIFY CONTRACT DOCUMENTS PRIOR TO CONSTRUCCTION, THEf-L DPA'VIN H.A LL BE WORKED TOGETHER WITH ARCHITECTURAL DRA \WINGS AND SHOP DRAWINGS, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION, ANY VARIATIONS IN ACTUAL FIELD CONDITIONS AND DIMENSIONS FROM THOSE SHOWN ON THE CONTRACT DOCUMENTS (DRAWINGS) SHALL BE REPORTED TO TIIE ENGINEER FOR DETERMINING THE NEED OF REDESIGN PRIOR TO CONSTRUCTION. COORDINATE ALL OPENING, CHASES, SLEEVES, ISTEMS TO BE EMBEDDED IN CONCRETE WITH ARCHITECTURAL, MECHANICAL, 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 AT ALL STAGES OF CONSTRUCTION. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 -89 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING STRUCTURAL CONCRETE SHALT BE NORMAL WEIGHT CONCRETE CONFORMING TO ACI 318 -89 AND SMALL ATTAIN A MINIMUM COMPRESSIVE STRENGHT OF 300 PSI AT 28 DAYS. (U.O.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. SOIL CONDITION AT SITE BY VISUAL INSPECTION INDICATES AN ALLOWABLE BEARING CAPACITY OF 2000 P.S.F. (UNDISTURBED SANDANDIOR ROCK) UPON COMPLETION OF EXCAVATION WE WILL VISUALLY INSPECT THE PRENIISES TO SUBMIT A LETTER CERTIFYNU THAT THE BEST OF OUR PROFESSIONAL KNOWLEGDE AND BELIEF THE CONDITIONS ENCOUNTERED ARE SIMILAR TO THOSE DESCRIBED ABOVE. ALL MASONRY WALLS TO BE CONSTRUCTED IN ACCORDANCE \VITA{ APPLICABLE PROVISIONS OF CONCRETE REINFORCEMENT, CAST -IN -PLACE CONCRETE, AND CONCRETE MASONRY. ALL WALLS SHALL BE CONSTRUCTED ENTIRELY OF UNITS CONFORMING TO ASTM 90, TYPE I, GRADE N -1 WITH \1INIMU \4 COMPRESSIVE STRENGTH OF 2500 P S.[. AND REINFORCED WITH 49 GAGE TRUSSES TYPE HORIZONTAL MASONRY REINFORCING LOCATED AT 16" O.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 INCOLUMN AND BEAMS OVER THE WALLS, EXCEPT AS OTHER\V'1SE 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 POLYTHYLENE 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 '> /z" PREMOLDED JOINT FILLED MATERIAL FOR FULL THICKENESS OF SLAB. REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 318 -83. REINFORCING STEEL SHALL CONFORM TO THE LATEST AST1\1 A615 GRADE 60 AND ASTM A185 FOR WELDED STEEL WIRE FOR CONCRETE REINFORCEMENT. SUPPORTED AT MINIMUM OF 36" O.C. EA. WAY, LAY FABRIC A MINIMUM OF 6" AT THE SIDES. SPLICES IN REBARS SHALL BE A MINIMUM OF 48 BAR DIAM., EXCEPT WHERE OTHERWISE DIMENSIONED. ALL HOOKS ON REBAR SHALL BE STANDARD ACI -38 -89 HOOKS, EXCEPT WHERE OTHERWISE DIMENSIONED. ALL STRUCTURAL WOOD AND SHEATHING SHALL BE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONSOF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE \WITH TI{E LATEST AISC STEEL CONSTRUCTION MANUAL, SHAPES AND PLATES SHALL CONFORM TO ASTM A36. STRUCTURAL TUBING SHALL CONFORM TO ASTM A -500. f■o (L t# -r @cup ROADdIFIRE Sr a IMPACT FEE OT R UIRFO ff ;g MIAMI-DA E C UNTY APPROVED �' REVISIONS BY z 0 w z 0 z 0 O DATE:et zgA SCALE: AS SHO\VN DRAY N: JJ,AL JOB: "" SHEET OF - L SIIEETS + 0.1 in walk /R. 0 /5 A /le 80.01 /.9 PAV //79 . s " .947W. .ST'_ ' o. vi iNH 11 cod 1r ZOCAT/•N PL Scole )4& B, GARRIS CIVIL AND. COINSULTING ENGINEER JANUARY 18th, 1956 No, 1150 Myth, FLORIDA I' hereby . certify that the attached 'sketch of purvey shows a true survey of all of Lot 19 and the East 30 Peet oP'tot 18 B1.00k 21 of the ANFNDED PLAT OF HIM/ SHORES SECTION 1 according to the plat _thereof recorded in plat book =10• at page 70 of the pubiio records of Dade County, Florida, That 'the bound &ries of the above deaorlbed property, have been marked as shown , on the attaohed eketoh. That thin property was vacant on January 13th, 1956 That there are no enoroaohnents on thie propert by any atruoture,; Signed. this 18th day of January A. D. 1956 at Miami,: Florida, N B. GARRI8 Registered Land Surveyor No 952 arr $' State of Florida ' • 30!) alp Cr oc') ( ra 4. • F s s . ;"-k • // G r Kura y �F a■k tA ■. t) q.St `4 4 6.) d a < t 1 .r:• : • ", '.' ; ar r 41/4,1-+ /1C1 • • ,iJ,... y ,•�.•,re,,,.y r ....,�.y._ R . • • 1 X-- CONTRACT �' ' SF ATU • DATE 01 Fi4l+.4.NOf Y,e WIR E$ 'OTARY P % L rise . C&44 52 -t "R• ,. MY OOMMISSA:N EXPIRES 0 F EC MAY 26 2003 //tote4T/illa BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138.2382 TELEPHONE (305) 795.220 FAX (3051 756.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFTY ACT I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at 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 considered as committing a misdemeanor of the second degree, punishable by fines up to (i = / u. to 60 days in jail as established in Chapter 775, F.S. C ord l vl OWNER'S SIGNATURE & DATE Date t /7 (9 z Miami Shores Village Building and Zoning Department Attention: Building Official SWIMMING POOL OWNER'S CERTIFICATION certify that I am the legal owner of the property described as 3\- , located at . v /9/ 6 i). / At IR1 Shtor.14 In accordance with Section 33- 12(f), Code of Metropolitan Dade County, I certify that I understand and agree that the sWimning 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 CJ rJ 1 V 4 Yckh Note: This certification is to be submitted with a swimming pool permit application in duplicate. a10,214e.d EXIST, BED EXIST. SCREEN FM TO NEW FLA. Oh o 2. AS Coat FLOOR PLAN EXIST LIV. RM Q2E. DUE. EX.Val". L. L. D' F (NB.. [ t / -- Ja= e...o c Rt.til POLY'S t 2 ) 7.'5 ALIC:f U I t3 X I F S t Ti 41 ( 'I TO C1.' .17.7rIM w•ta.,.*simV===4.11,.1.741.1="." 2 JJ u) • 4' • ..7." " Xillialatig6gr";-- EXIST,, DIN. 'DCt' EXIST. `Yr te.i..1C -r OR ti.`. Vd. aril a I ',It!. 1..1 ` VI, C fr---- --- i -----.....,. FI VV i6FtS C.14 AA 13L, t Gil. 3 ' e.:. ......................6,..............te...a..... ...rat ari. ----.= .............- ..m.,........... E _ X , c e 1 L . 'RI?: A..1 EN ;`-‘, °-.I, STUCCO - ift=1. 4 SECTION 3 /4: • 23 X 12- CDP3C CA, 1. Dr.p.0 TO la" C 0/qr. IA.LO 1/1.." D't.UALL. 01‘.) 1 P.T. LI Cei EX 1'5 r. d '4 c../) or— LA la x lo x a ) "Le at, L LLt Y N 1' 2,9. PLOT PLAN .06 ••■••■■• • ■•■•• • • 0. • E. 9 /i s T LO • SECT 10 N TO DADE C Orr) Or). 11111 a 4 4 7 A • SCREEN ROOM CONVERSION,FOM MF3 ROBBIE S. LOONEY, 135 N.E.941" MIAMI SHO ES. C717377*-- +N.*.. 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WINDOWS, EXTERIOR DOORS AND STORM SHUTTERS SHALL HAVE THE SEAL OF APPROVAL OF THE PRODUCT CONTROL DEPT. OF THE DADE COUNTY BUILDING & ZONING DEPT. U LLJ exist.elec. ,a anel . VOD P 29 GFI pantry • FAMILY RM exist. ref36 VIEW TO LIVI \G- 9I \I \G \/ 28Iow volt 31,GFI I 28Iow volt BFI PD L- CTR CAL PLA\ 1 /4" O I , LEGEND $3 n o 1 ' - 4 "partition header to remain from existinc partitions. FANELB0 NOTE: New circuits are shown as labeled on panel; new circuits No.25, 28,29 &31 are labeled spare and space. NOTE: NOT ALL SYMBOLS ARE NECESSARILY USED. SEE FLOOR PLAN FOR ACTUAL SYMBOLS USED WALL SWITCH – 15 AMP – 120 VOLT – 4' –O" A.F.L. 3 12" A. WAY WALL SWITCH – 15 AMP – 120 VOLT -e SINGLE RECEPTACLE – 20 AMP –120 VOLT 4'-0" A.F.L. DUPLEX RECEPTACLE – 20 AMP – 125 VOLTS GROUND 12" A.F.L. 4 DUPLEX RECEPTACLE – 20 AMP – 125 VOLTS ABOVE A COUNTER GROUND OR HIGH MOUNTED AT 48 A.F.F. DUPLEX – 20 GROUND 12" A.F.L. L HALF CON 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. 1 TELEPHONE OUTLET ® +18" A.F.F. OR AS NOTED TELEVISION OUTLETS 3 low voltage la 1/2 TL �n p s use existing 4" exhaust duct F.F.E. EXIST.DECK FFE — 3 –NEW AL.& G NEW 8x18WF x201. STEEL BM. ORS AND WALL ENCLOSURE 4'- 0 "Wx6' -8 "-1 - DORS. I NE AC ORCION HLRRICANE SHUTTERS EAC SIDE C F SLIDING DOORS BY RO INGIELD OR OTHER APPROVED BY DOD PRODUCTCONTROL SS SLIDING FAMILY FFE 5 /8 "EXT.GRA, PLWD. SHEAT. NEW OPENING EXIST. FFE 1 NEW TC I NEW C 3 "WD TFt VIHW TO GARAGE VODIFI CROSS S CTIO\ "A" 1/2" ED REAR ELEVATIO\ 1/4" VIEW TO WI \SOW EXISTING ROOF FRAMING STRUCTURE 6x2 W BOLTS POOL DECK FFE EXIST.10 "x 16" CON FTNG W/2 #5 &8 "CB.STE WALL NE. 2 4'x24 "x10 "NE TC i CO .FOOTING BEYON NEW 2x4 WD.VERT. LAPPED NAILED , TO WD JOISTS FRA 2x4 WD.BLQC(< 3— AL.FRAME & GLASS SLIDING DOOR PANEL,4' -0 "W x 6' -8 "H B.OF BM. G. NE . ► 18W x20'L. STEEL BM. (VE LENGTH AT WORK SITE) 5 /8 "EXI. GRADE PLWD.SHEATING, W/5/8 "STUCCO ON EXP.MESH Sc ASPHALT FELT MAILED TO SHEAT. JOB: SHEET - e OF — 2 SHEETS SIN (EXISTING) . ^ BRANCH i v,rnrs 1-PHASE 3-WIRE 240/120 VOLT SURFACE MOUNTED MANUFACTURER GE. GOLD LOAD CENTER TYPE Q0 SCIC CIRCUIT LOAD BREAKER CIRCUIT No. .. .::.:.: BREAKER LOAD BRANCH CIRCUIT W I R E c 0 N 0 DESCRIPTION K y A F ..... : R A M E T R I P y"> . s T R 1 P F R A M E K V A DESCRIPTION W I R E C 0 N D A/C A.H.U. 90 2 40 A/C C.U. 90 3 4 40 Living Recep 20 5 6 15 Garage Lights,Recep Washer 20 7 8 „.14'... _s. Refrigerator Water Heater 20 9 10 15 Front Bedroom Family Lights ! 15 11 12 15 Front Bath Lite Rec. Back Brm Lite Rec 15 13 14 20 Back Bdrm Recept. �f'�`"� �' Back Bath Lite Rec. 15 15 15 >,+' . Kitchen Ut. Dinning Sprinkler Pump I 20 17 18 40 Dryer 20 19 20 40 Oven 30 21 22 40 Cook Top #12 /' 30 23 24 40 New Micro. /Hood 20 25 26 20 Living Room #12 W Front Bedroom. 15 27 28 15 New Kitchen Lights 412 /" #12 W New Kitchen GFI 20 29 30 30 Pool Pump New Kitchen GFI 20 31 32 30 11 /"fJCi t - refti fi 4 $ .Jf 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. U LLJ exist.elec. ,a anel . VOD P 29 GFI pantry • FAMILY RM exist. ref36 VIEW TO LIVI \G- 9I \I \G \/ 28Iow volt 31,GFI I 28Iow volt BFI PD L- CTR CAL PLA\ 1 /4" O I , LEGEND $3 n o 1 ' - 4 "partition header to remain from existinc partitions. FANELB0 NOTE: New circuits are shown as labeled on panel; new circuits No.25, 28,29 &31 are labeled spare and space. NOTE: NOT ALL SYMBOLS ARE NECESSARILY USED. SEE FLOOR PLAN FOR ACTUAL SYMBOLS USED WALL SWITCH – 15 AMP – 120 VOLT – 4' –O" A.F.L. 3 12" A. WAY WALL SWITCH – 15 AMP – 120 VOLT -e SINGLE RECEPTACLE – 20 AMP –120 VOLT 4'-0" A.F.L. DUPLEX RECEPTACLE – 20 AMP – 125 VOLTS GROUND 12" A.F.L. 4 DUPLEX RECEPTACLE – 20 AMP – 125 VOLTS ABOVE A COUNTER GROUND OR HIGH MOUNTED AT 48 A.F.F. DUPLEX – 20 GROUND 12" A.F.L. L HALF CON 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. 1 TELEPHONE OUTLET ® +18" A.F.F. OR AS NOTED TELEVISION OUTLETS 3 low voltage la 1/2 TL �n p s use existing 4" exhaust duct F.F.E. EXIST.DECK FFE — 3 –NEW AL.& G NEW 8x18WF x201. STEEL BM. ORS AND WALL ENCLOSURE 4'- 0 "Wx6' -8 "-1 - DORS. I NE AC ORCION HLRRICANE SHUTTERS EAC SIDE C F SLIDING DOORS BY RO INGIELD OR OTHER APPROVED BY DOD PRODUCTCONTROL SS SLIDING FAMILY FFE 5 /8 "EXT.GRA, PLWD. SHEAT. NEW OPENING EXIST. FFE 1 NEW TC I NEW C 3 "WD TFt VIHW TO GARAGE VODIFI CROSS S CTIO\ "A" 1/2" ED REAR ELEVATIO\ 1/4" VIEW TO WI \SOW EXISTING ROOF FRAMING STRUCTURE 6x2 W BOLTS POOL DECK FFE EXIST.10 "x 16" CON FTNG W/2 #5 &8 "CB.STE WALL NE. 2 4'x24 "x10 "NE TC i CO .FOOTING BEYON NEW 2x4 WD.VERT. LAPPED NAILED , TO WD JOISTS FRA 2x4 WD.BLQC(< 3— AL.FRAME & GLASS SLIDING DOOR PANEL,4' -0 "W x 6' -8 "H B.OF BM. G. NE . ► 18W x20'L. STEEL BM. (VE LENGTH AT WORK SITE) 5 /8 "EXI. GRADE PLWD.SHEATING, W/5/8 "STUCCO ON EXP.MESH Sc ASPHALT FELT MAILED TO SHEAT. JOB: SHEET - e OF — 2 SHEETS ELEV. TOP OF POOL WALL 1.0 / DEPTH OF POOL 5.0 5 ELEV. TOP OP MAINDRAIN 2.0 v FLOOD CRITERIA 55 - ELEV. TOP OF MAINDRAIN 2.0 POOL IN FLOOD CRITERIA 35 ,, LESS 2'0" HYDROSTATIC VALVE 1.5 SLAB THICKNESS REQUIRED 6" SURFACE AREA (SQ. FT) 340 VOLUME (GALLONS) 10000 TURNOVER (HOURS) 5 PERIMETER (FEET) 19 DECK AREA (8Q. FT.) 442 • • • •• . FPL. METER 200A DISC. - 2P -30P TIMER t SWITCH 3 "12 THWN N 1/2" CONDUIT PLUMBING NOTES: ELECTRICAL NOTE STRUCTURAL NOTES: BRICK OR STONE 6" CERAMICS WATER LEVEL COPING 6" THICK SHOTCRETE WALLS REINFORCED WITH • 3 BARS AT 10 " CENTERS BOTH WAYS 6" THICK SHOTCRETE FLOOR SLAB REINFORCE q' WITH e 3 BARS AT 10 " CENTERS BOTH WAYS. ✓ 3 1 "10 THUN 4 1- 2P -20A UN IN "44" " COND. ND. 1- IP -15A GPI II AQUADYNE PANEL 2"14 THWN + I '12 TI-11.1..N IN 1/2 " COND. 110V /i2 V 2• •' TOWN +I.12 THWN IN 1" COND. J IGHT L TYP OF 2 I HP PUMP 28 V. D.C. GENERATOR SFORSIER TO CHLORMATIC ELECTRIC RISER DIAGRAM NOTE: BASED ON INFORMATION PROVIDED THIS OFFICE, THE EXISTING SERVICE I5 ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD. NO SCALE NOTE: PROVIDE '"5 BARE COPPER BOND WIRE CONTINUOUS FROM LIGHT t0 POOL STEEL. (2 POINTS ISO DEGREES APART) TO DECK STEEL (WHERE PROVIDED) TO EQUIPMENT BONDING. 1. 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 1 I/2 DIAMETER UNLESS OTHERWISE NOTED. 4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS. 5. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. 6. POOL VACUUM SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. I. 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 PSI. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE F'LAN8) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 4. THE DESIGN OF 1H1S PROJECT HAS INCORPORATED A RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. ANTI VORTEX MAINDRAIN 1 1/2" HYDROSTATIC VALVE SET IN 3/4" WASHED ROCK BED POOL SECTION ••'12 FOR 150W SAM NO SCALE I. ALL POOL ELECTRICAL WORK 54-IALL 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. POOL COPING SAME THIC AS WALL MAX. PRESSURE VELOCITY LESS THAN 10' /SEC MAX. SUCTION VELOCITY LESS THAN 8' /SEC SWIMOUT DETAIL SAFETY NOTES: AIR RELIEF VALVE 1 1/2" POOL WASTE TO SPRINKLER \ RECIRCULATION PUMP 1 HP, 50 GPM AT 60' TDH SELF - PRIMING WATER LEVEL 0iIE 2" TILE STRIP OF CONTRASTING COLOR NO SCALE SOIL NOTE: BASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE J FOR THE DESIGN BEARING CAPACITY OF 2000 PSF. HOWEVER, IF DURING EXCAVATION, CONDITIONS OTHER TH4N ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. EQUIPMENT ISOMETRIC MIN. 18" BELOW WATER LEVEL T 2 •3 BARS ACROSS NICHE 1. A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE POOL AREA N 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: POOL FILTER WITH 100 SQUARE FEET OF FILTER SURFACE AREA CARTRIDGE NO SCALE POOL WALL STEEL I" NON METALIC CONDUIT TO JUNCTION BOX LIGHT BODY BOND WIRE TO POOL STEEL UNDERWATER LIGHT DETAIL NO SCALE 6 "x6" CERAMIC HANDHOLD ON MAXIMUM 4'0" CENTERS. �� TFR1� HANDHOLD DETAIL TO SE ACCOMPLIBNED BY OTHERS. POOL BARRIER REQUIREMENTS: THE POOL SHALL BE COMPLETELY CIRCUMSCRIBED BY .4 FENCE OR BARRIER IN COMPLIANCE WITH ARTICLE 4242.11 OF THE FLORIDA BUILDING CODE. ACCESS t4ROUGH THE BARRIER SHALL BE THROUGH SELF CLOSING, SELF LATCHING GATES COMPLYING WITH THE ABOVE INDICATED ARTICLE. IF A PART OF THE HOUSE 18 TO BE USED AS THE BARRIER, ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO TI-4E POOL 61-4ALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2011 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dB A AT 10 FEET AND 18 EITHER HARD !JARED OR OF THE PLUG -IN TYPE. TINE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE AL4 1 SHALL SOUND IMMEDIATELY AFTER THE DOOR 15 OPENED AND BE CAPABLE OP BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. T1-4E 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 6INALL 8E LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD Off THE DOOR THERE 15 NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT 15 STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION 8E 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 I5 OPEN. 4. THE POOL AND /OR SPA SHALL NOT BE FILLED WITH WATER UNTIL A SEPARATE PERMIT 1-IA8 BEEN OBTAINED FOR AN APPROVED SAFETY BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GATE. NO SCALE TEE SAME SIZE A8 PUMP SUCTION POOL DATA: r.G &tEP STEEL Not RE .2UIR_E MAINDRAIN DETAIL NO SCALE e „ WATER LEVEL 18" '2" 12" WEIR TURBO BOO6T INLET STEP DETAIL NO SCALE POOL COPING SKIMMER SECTION 1 /2" HYDROSTATIC RELIEF TUBE. ONLY ONE REQUIRED POOL DECK PROVIDE SCREEN MESH AT JOINT 4 RISERS AT 10 " EACH OPTIONAL 2" TILE OF CONTRASTING COLOR VENT DST HYDROSTATIC UPLIFT MIN. 15 SQ. IN. BASKET 1 TURBO RETURN 2" SUCTION NO SCALE TOP OF POOL OR SPA COPING, WHICHEVER HIGHER NO SC NOTE: IF THE POOL IN FLOOD CRITERIA 18 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. Q 0 - 4 uL ILI In U z Lu _Q f- w ) Ot m I O cal WATER SEWER SITE FLAN SCALE : 1/20 "21' -0" PANEL 0 INTERLOCKING BRICK 2" SAND BED - ROCK BABE - RESIDENCE POOL WALL NE 94th STREET 1 Mill =i ce 111111= 111111= 111111 =11111 uiii- mui -uuii= . 151RICK ON SAND DETAIL POOL WALL POOL COPING EQUIP 4' CHAIN LINK FENCE SHEER DESCENT DETAIL NO SCALE NO SCALE 'xIS" BENCH SOL R RET ' RN INLE BULLNOSE COPING MAIN DRAIN 5' DEEP TURBO SKIMMER OVER HEAD BRICK ON SAND EXISTING PATIO WEATHERPROOF GPI RECEPTACLE LOCATED 10 -20 FEET FROM POOL WATER EDGE PLANTER EXISTING RESIDENCE ELEV: +6" POOL EQUIPMENT ELEV: +12" HANDHOLDS 4' SHEER DESCENT 5'x18" SWIMOUT