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925 NE 91 Terr (9)ti . 3 % 1 / 36% 4 1 81" 35 e r14+-e2-14J 1:047k.va 04 ex M QA tb p A-7; --- tat', ,-10+44. r id t 18 " 6ike-e-p/v5A- tkpJ at - IAA4-4 pot t - rt-5,4c i & (4 3_c A-2.E (e0 41 —Da ) -12_0c4 I I I tt 5 b (11 N S 4 1 1 - - ' �s 3 11 1 4 -4 o In 9 deb Kr t1 u -- *I r d - V . 'g j, bl „ 90 d ,rb / 1 0C s_rti tyA4 f\LQQ 1 B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATICN(S) NUMBER .25. SUFFIX B6. FIRM INDEX DATE ETFECTNEMEVISED DATE 88. FLOOD ZONE(S) (Zone AO, use depth of fI ng) 12025C0093 J 7/17/95 3/2/94 X N/A • .. • • • • • • 090 • . • • • • .: • FIDE: AL EMERGENCY MANAGEMENT AGENCY • NA$IONAL FLOOD PROGRAM • • • . •• • •• • • • • _ • Top:wait Read the instructions on pages 1-7. • • • • S OR! A - PROPERTY OWNER INFORMATION • • • BUILDING OWNER'g .TUAN CARLOS PIEDRAHITA BUILDING STREET ADOt3ESS yrlviuding Apt., Unik,6itt, u Lnd/or Bldg. No.) OR P.O. ROUE AND BOX NO. 925 N.E. 91ST'2EKI;: . • • • • • • • C • STATE MTAMT •• • • • �• FLORIDA PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LA µ TITUDE/LLO � N y GITUDE (OPTIONAL) ( ttir - 1M - ##.TI,I or ##. SIGNA S ORE DRIVE FEMA Form 81 -31, January 2003 HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 81. NFIP COMMUNITY NAME 8 CCMAttlTY NJMBER VILLAGE OF MIAMI SHORES 120652 41 05 -2080 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 22 COWTi NAME MIAMI –DADE O.M.B. No. 3067 -0077 Expires December 31, 2005 I ZIP CODE 33138 For Irsuramz Company U: Policy Number Company NAIC Number SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. 133. STATE FLORIDA B10. Indicate the source dine Base Flood Elevation (BFE) data a base flood depth entered in B9. ❑ F1S Profile ® FIRM ❑ Carrnuriy Determined ❑ Other (Describe): B11. Indcate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Desailie): — B12. Is the bulci g located in a Coastal Barrier Resources System (CBRS) area a Otherwise Protected Area (OPA)? ❑ Yes ® No Desighation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Busking elerrations are based on ❑ Construction Drawings' ❑ Bilking Under Castrrdkhn* ® Finished Const dion • 'A new Elerra6on Certificate xd be requied when corstn -Mon of the buidng is camide. C2. Bulking Diagram Nnrnber 1 (Selert the buldng dagaam most sutler to the bnildng fa which this oatifrcate is being canpleled - we pages 6 and 7. If no dagarn axuatey represents the hiking, provide a sketch a photogaph.) C3. Elevations – Zones A1-A30, AE, AH, A (with BFE), VE, V1 V30, V (wtlh BFE), AR ARIA, AR/AE, AR/A1 -A30, AR/AH, AR/A0 Complete Items C3. -a-i below aooadrg to the buidng dagram specified in tten C2. State the dahrn used If the datum is dfferentfrom the datum used for the BFE in Section B, convert the datum to that used for the BFE Shaer field measurements and datmn conversion calculation. Use the some provided or the Garments area d Section D a Serdion G, as appropriate, to doament the datum conversion. Datun NGVD ConversicoiCcrrrnents Elevation reference mart used BM Does the elevation reference manic used appear on the FIRM? ® Yes ❑ No a) Top of bottom floor (mdufng basement a erncloskre) 12.52 t(m) a b) Top of next higher floor IATR(m) Ti m c) Bottom of lowest horizontal struchral mart er (V zones ably) L _f(m) i M d ) Matted garacje ( ofs ) 1 ,( 8 4_ 1 4m) E I S Wm e) Lowest elevation of machinery ard+a equiprrtent i m Ong t>e bu id g (Dbe in a Canmenls area) 11.24_14m) f) Lowest adiacerd g� (LAG) • 9_13.4_1(m) z J g) Ficjhest aimed (finished) (FLAG) 1.0...24_t(m) r 12/1/05 h) No. of permanent openings (flood vents) within 111. above adlaoent Bade 0 _ ) Tonal area d al permanent openings (Brood vents) in C3.h O SQ . IN . ( SQ . CM ) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This - certification is to be signed and sealed by a and surveyor, engineer, or architect authorized by Taw to certify elevation inforrnation. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER ADIS N. NUNEZ 5924 TITLE COMPANY NAME REGISTERED LAND SURVEYOR BLANCO SURVEYORS, INC. ADDRESS CITY STATE ZIP CODE 555 NORT MIAMI BEACH FLORIDA 33141 DATE TELEPHONE 12/1/05 (305) 865 -1200 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding Intonation from Section A. BUILDING STREET ADDRESS (IncAxfng ApL, lk Suite, ardor Bt. No.) OR P.O. ROUTE AND BOX NO 925 N.E. 91ST TERR. CITY MIAMI okcy Numb& STATE • • • ZIP WIDE • C Number FLORIDA • • : 3313$ :: • : • SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CER1iFI Y}ON (COfd1IN D) • : : --t Copy both sides of this Elevation Certif its for (1) community ofd, (2) insurance agantompany, and (3) holding owner. COMMENTS ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) Fa Zone AO and Zane A (withal BFE), airplete Dins El trough E4. If the Elevation Certificate is intended kr use as appaing information far a LOMA or LOMR -F, Section C must be carpeted El . Bulking D i a g r a m Numbs _peed the b.ildng dram mop t soar to the funding fa Wrath this math is being carpeted — see pages 6 and 7. If no darn wan* represents the buidng, provide a sketch a phokrgaph.) E2. The top of the botlom tioor (ndudng basement or endostre) of the baking is _ ft(m) _h(cm) ❑ above or ❑ below (check one) the highest adaaent Bade. (Use natural Bade, f areleble). E3. Fa Bulling Diagarns 6-8 with °perre►„gs (see page 7), the nett higher floor aelevated low (elevation b) dfhe building is _ ft(m) _in.(am) above the highest adjacent gads. Carnpleee Seas C3:h and C3.i an find of torn. E4. The by of the pfaffam d machimuy and or egeipment servicing the bulking is _ ft(m) _ir.(an) ❑ above a ❑ below (check one) the highest ad}acerd gade. (Use natural Bade, if available). E5. Fa Zone AO orry: If no flood depth number's available, is the top of the bot an for elevated in aoxrchnce with the community's food :fain management =trance? ❑ Yes ❑ No ❑ Unnown. The local official mist certify this infdm>abon in Section G. The property owner or owner's authorized representative who carpletes Sections A, B, C (Bons C3.h and C3.i ably), and E tQ Zone A (without a FEMA -sued or amrunity- issued BFE) a Zane A0 must sign here. The statements in Sections A B C, and E ore cored to the best of my lotowledge . PROPERTY OWNER'S OR OWNERS ,AUTHORIZED REPRESENTATIVES NAME ADDRESS SIGNATURE COMMENTS G4. PERMIT NUMBER LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS ' FEMA Form 81 -31, January 2003 •• ••• •• • • • •• CROWN OF ROAD ELEVATION: 8.99' ON CENTERLINE. •ON 61 14FIR :Oh taD • • • BM r1 B - 62 SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION G7. This permit has been issued for ❑ New Construction ❑ S&t tantial Irrprovement G8. Elevation d as -btift lowest floor (Inducing basement) of the bulking is G9. BFE a (in Zone A0) depth of flocking at the buIdng site is: LOCATOR # 3250 S. ELEV. 8.74' CITY ••• • • • ••• • • • • • • • • •. .. • • • • • • : f or Irslance Company Lte: • • 000 • • • • • • • DATE TELEPHONE STATE ZIP CODE ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who s authaiaed by law cr ordnance to adnirrster the carmurrtys Aoodpttain management ordnance can arrplete Sections A. B, C (a E), and G d Ctrs Elevation Certificate. Complete the appicable item(s) and sign below. 01. ❑ The information in Section C was taken frorn other doamentation that has been signed and embossed by a licensed suveyor, engineer, a architect who is alhor¢ed by state a local law to catty elevation intimation. (Indcate the some and date of the elevation data in the Ca rents area be low.) G2. ❑ A oammu ity otfiaai completed Section E fora buicing located in Zone A (withal a FBrtAsued or odnmwrity-issued BFE) or Zone A0. G3. ❑ The foiowtng information (1tarns 04-09) is provided for dammunity Ioodplain management purposes. TITLE TELEPHONE DATE - _ft40 ft(m 05. DATE PERMIT ISSUED G6. DATE CERTIFICATE CF COMPUANCFIOCCUPANCY ISSUED Datum: Dattrn: Replaces all previous editions 120/240 V, 3 WIRE, 1 —PHASE #2/0 THWN, Cu IN 2 1 /2 "C ELECTRICAL SCHEDULE © EXIST'G CIRCUIT DESCRIPTION VOLTS COND. WIRE SZ K/W C.BK. A1-5,7,9 LIGHTS & RECEPT. 120 1/2" 14 6.210 15 A6 Bathrooms (2 Bth ckts) 120 1 / " 12 2.0 20 A8 GFI (W.P.) 120 1/2 14 1 15 A1012 AHU— Exist q. (2.5. tons' 240 3/4" 6 5 20 A1113 AHU— Exist (2.5 tons, 240 3/4" 6 5 20 A14,16 Water Heater 240 3/4" 10 4.5 30 A1517 Dryer 240 3/4" 10 5 30 A18,20 Stove 240 1" 6 12 50 A19 Washer 120 1/2" 12 1.5 20 TOTAL: 42,210 W. LOAD CALCULATIONS SF X 3W /SF= W 2070 #'X 3W = 6210 W 1st 10 KW = 10,000 W REMAINDER @ 40% = 12,884W TOTAL 32,884 W./240V. - 137 AMPS A/C © 125% = 10,000 W. TOTAL 32 884 W. Exist'• demand load 137 amperes ELECTRICAL SCHEDULE © AREA OF ADDITION CIRCUIT DESCRIPTION VOLTS COND. WIRE SZ /W C.BK. B1 Dinning Room (Small Appl.) 120 1/2" 12 1.5 20 B2 General Lights 120 1/2" 14 1.02 15 B3 Small Appliances (GFI) 120 1/2" 12 1.5 20 B4 Refrigirator (relocated) 120 1/7" 12 1.2 20 B5 Dish Washer 120 1/2" 12 1.5 20 TOTAL: 6,720 W. LOAD CALCULATIONS SF X 3W /SF= W 340 X3W = 1020W LOAD CALCULATIONS: TOTAL: 6 720W. 240 V. = 28 Amps. New Demand Load 28A + Exist'. 137= 165 Ames Exist'g 200 Amp service is adequate For Additional 28 Amps. NOTE: INTERRUPT RATING CAPACITY SHALL BE 10,000 AMPS AS PER NEC 110 -9 # 4 Cu GROUND IN 1/2" PVC (TO 5/8" x 10' C.U. ROD (LOOPED) TO FOUNDATION STL. (MIN. 20 L.F.) Exist'g electrical riser (3) #2/0 THWN, Cu IN 2 "C 1 (3) #2/0 THW, Cu IN 2 "C ''1 (1) #4 in 3/4" Cond, to CWP 200 AMP E.P. electrical notes: 1. ALL WORK SHALL COMPLY WITH THE LATEST EDITION ON THE "NATIONAL ELECTRICAL CODE" (NEC) & THE "FLORIDA BUILDING CODE" (FBC). 2. ALL CABLE SHALL BE COPPER UNLESS OTHERWISE NOTED AND APPROVED. 3. INDOORS CONDUIT SHALL BE ROMEX CABLE OR EQUAL. 4-. OUTDOORS UNDERGROUND CONDUITS SHALL BE SCHEDULE-4-0 PVC UNDER PAVED AREAS. 5. CONTRACTOR SHALL FURNISHED ALL LABOR, MATERIALS AND EQUIP. FOR A COMPLETE ELEC. INST. IN ACCORDANCE WITH THE ELECTRICAL DRAWINGS AND APPLICABLE CODES AND REGULATIONS. 6. ELEC. CONTRACTOR TO COORDINATE ALL OUTLET LOCATIONS WITH BLDG. AND ARCH. FIXTURES. 7. ELCT. CONTRACTOR TO PROVIDE EMPTY CONDUITS AS REQD. FOR TELEPHONE LINES & T.V. ANTENA. 8. ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR. 9. ALL LIGHT FIXTURES AND FANS TO BE SELECTED BY OWNER, UNLESS OTHERWISE NOTED. Exist'g 200 A. Meter and Elec. Pnl.� Small Appl. B1 Small Appl. B1 Small Appl. Smal Appl. Small Appl. A18,20 Small B4 REFR. Appl. —a86- Batt -up att. =up PROPOSED ELECTRICAL PLAN SC: 1/4"= 1' -0" BEDROOM LIGHT. (Arc Fault) SMOKE DETECTOR SWITCH 120 V. LIJE SIDE Of SWITCH SWITCH LEG. I� - I PHASE CONDUCTOR NOTE: SMOKE DETECTOR SHALL BE HARDWIRED (110 VOLT TYPE) TO AN ARC FAULT CIRCUIT. WITH BATTERY BACK —UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER. ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED. smoke detector Conn. detail Exist'g 0.H. ELECTRICAL LEGEND SWITCH e DUPLEX RECEPTACLE -- LIGHT FIXTURE GROUND FAULT INTERCEPT CKT. ® SMOKE DETECTOR HARD WIRED TO AN ARC FAULT CIRCUIT ALL TO BE INTER CONECTED. (non— switchoble) E T. u+ 50 CFM EXHAUST FAN CLG. FAN W/ LIGHT & P.C. U.L. LISTED Electrical Note: ADEQUATE SERVICE MUST BE PROVIDED AT ADDITION. 1) ELECTRICAL CONTRACTOR TO NOTIFY CITY IF PANEL NEEDS UPGRADE. 2) PROVIDE ARC FAULT PROTECTION AT THE PANEL FOR ALL BEDROOM CIRCUITS. ELECTRICL SCOPE: A. INSTALL GFI RECEPTACLES SINK COUNTER. RE: ELEC. PLAN B. RELOCATE 220 V. STOVE RECEPTACLE & REFRIG. RECEPT. RE: ELEC. PLAN. C. INSTALL (2) SMALL APPL. RECEPT. © STOVE COUNTER. RE: ELEC. PLAN D. INSTALL (4) SMALL APPL. RECEPT. IN DINING ROOM AREA. E. PROVIDE INTERCONECTED SMOKE DETECTORS INSIDE AND OUTSIDE OF ALL BEDROOMS. r-- (1) c0 z N 0 N 0 G) 0 r) LC) 0 0 0 W U U J LiJ z J a_ J U _ U J LiJ 0 Q 0 0 LLI U Lu 0 LiJ 0 cn REV.# REV.# DATE: 12/08/05 SHEET NO. E --1 GENERAL SPECIFICATION ITEM OESCRIPTION s .. YES NO I Filter System " ,� / / �y■ 2 Filter Housing ilje4. ATracct 3' S?c d , V .V* 3 Tile 3' -10" 5 -2" 4 Coping • Hand rail 3' -9" 6' -3" 5 6 ladder (Grob Rail) $' °Affsc sat'fl - 1.c,Q. Vr . 7 Oivm Board and Stond :: - .te x 8- Decks _ .. s e. rte., ..0 ie' x'. e:..... . 4 .. _r. : t r r ,r iw �% ° 9 Special Fittings 10 Siphon breaker . • 11 Lights V ti 12 Heater 13 Pump 14 Access removals ' 15 Demuck rock ► 16 7 Hydro relief Vacuum cleaner 18 Test kit 19 Time clock and transformers 20 Fence and gate ;i 1 21 Screen enclosure - POOL DATA POOL CAPACITY /r6G06. FILTER AREA ,M' FILTRATION RATE ,33 BACKWASH RATE ,� / / �y■ TURNOVER RATE `y / PUMP SIZE .V* t2 0 SCHEDULE - Board A 8 C :'. • 1 .6" 3 -6 '10 -0 0 -8 4 -4 t2 0 3' -0" 3' -10" 5 -2" 14'.0 4' -0 3' -9" 6' -3" e�F rh NOTE; Steel reinforcing in floors in walls NOTE:, Wall thickness ;, urted conc. =64; Floor thickness poured conc. -- p guntte Stainless Steel 11111111 • 1 e wer level Main Drain LADDER DETAI L • Glazed ceramic tile C i e Breaking point • POOL SECTION WITH DIVING BOWL I'YR.V.C.line to pump- - NOTE: Hydro relief valve TYPICAL CROSS SECTION Water level #3( 12 Stainless steel handrail .. TYPICAL POOL SECTION r Precast conc.or rustproof fiberglass Main Dram • 09 6 it -t'1 i S e a r /adib - � y� - STEPS 8t HANDRAIL DE TAI L 9: • ,I 0 =0') Encose Main Dram Tine in conc. 8.%)24. to ` -- Precost conc. or rustproof fiberglass Main Dram 4 "conc.slob reinf w 6':6 "- 10/10 mesh - Slope 3710' t See deck det, 8 " x 8" cohc.ftT w /t #5cont. _ I op NOTE: Min.width of deck -4 =0" DECK FOOTING & SLAB DETAIL ,-4rl of "Vacuum and Skimmer line"' 17/ Wain V White marble plaster '; St;eltex form or K aft board a ne Tile To Woste , To Pool 1 A i BOAR- D--- - EYE - T-A1t = s6F{EDttt Sight gloss • Hair 2nd lint Str �ne I t8'rrr 4 °slob Co• ing • Pressure gage onc.or copper fight niche TYPICAL W A L L S E C T O N o ?iA9 rne ALT RI T. E._ S ECT I O N %L -- • 6 5'- 6" / /(-S 5'- O" 4'- , 3%6" S-0" 2'.9" Relief valve • Au relief - Filter Junction box 8 "above deck te ! et. ock), tiosTiroci aszAv e . Y &rt.,t5 PtrG(- '6c (t (2 Auxiliary pump line to be ottached when emptying pool during periods of high water ta!es WELL POINT DETAIL -Fine sond Coarse sond Pump Filter To pump "rock collection ed where hydro relief needed Pool To da10o Filter cloth Qisc and spacers Pressure gage and Air relief i. . 1e To Pool Pump Hair and lint Strainer o•Wt3-ste• "? ii "Vacuum and Skimmer line SPIN-O-MATIC FILTER & PIPING DETAIL t--o N Lc N' - c", FILTER 8, PIPING DETAIL c C ot.5 . a sp it- 5, 2J3< Tv Safety Door (Automatic closing 8 locking) 2" mesh max conc.ftg. CHAIN LINK FENCE Fin Grade " • J '=i. ••••1.•••••• ar x n:n f' StIIL. ar •• .....V rt::i.«:.. ° :W4118dF G1 d4 R6 ce cl. a Viiir The A cbite cc anti bn ild,er are . r�i h� (NV) I forsfruc of till h • rit eA`'Fa: sous ash rein. All reinfoUaal t[t"!� .sJo r , e octrtca wiring and roof fia toncealei before inspection. ...__ - _- .h+tRfrtrr �1a ___� . IYe"Moin Dram line /*. . k . Yeet•c c G'QA 1 Pool bottom slob thickness (in) "` .fwt�,4', * <.'.s ,,.,. ia 4 FORMULA AND CHART FOR POOL BOTT. SLAB W/ HYDROSTATIC UPLIFT 12. No open wiring over pool water. hd. GENERAL NOTES: 1. For plan layout, deck dimensions. plot ptan, schedules., pool Location, and special details see Sheet no.2 2. All swimming pools shall bear on rock or undisturbed sond. All walls and floors shall be gunited or poured cone. Concrete shall hove o compressive strength of 3,000 psi - min.€ 28 days. 3. All reinforcing steel shall be ntermediiote grade steel conforming t4 A.S.T. M. A-305. Steel shall be bent, lapped and placed inoccordonce with the A.C.t. standards and specifications. 'Ail pooh piping shall be P.n. Sched.40 and bear the N.S F of 'approval. 5 . flackwosh shall be* to on- under pool sump of 100 sq.ft. rein. area of woshed drain rock', lawn irrigation, waterway, etc. in accordance with local ordenonae. 6z. c 1st cO Spa.t>,+4c��t.�`1�,7 6. Disposal of pool water sholt.�o ft.40 Se.c _5Q44e - gcad�ng sJaaat_ #+ne- pattdiri o poel- w� t et w-H h i n lot h ne s --arid. s .C.b- n 6 n n sbaJ-1- Aal- pe-rsist for, mere - t has -J- hr f t p !r1::s No%A.b 2 tatot7a t7). ` C�c 7 Grote at Main Dram shall have a free area four times the area of the suction line. a AA ■' TtTcas' .6‘` 8. Water supply and disposal shall be installed in o way so that there is no cross connection with o domestic water, supply or water disposal system. Hair and lint strainer shall he removable screen with o free 2reo 3 times the area of the suction line. ,U1Z, 5 5. j 1'444 5 ._ / 10. Cartridge filter shall hove a filtration rate not to exceed 3 G.P.M. per sq.ft. of filter are No backwash required . 11. All metallic conduit, piping system, reinforcing steel, lighting fixtures and fixture housing; metal parts of lodders diving boards and their supports shall be•bonded together and grounded to common ground. The bonding conductor shall not be,smoller than copper.,, • .. ..i11„/ ,�� li. • LE INDUSTRIES, INC. 7451 KW. 63rd Street Miami,Florido 33166 ENG.J.VAZ ^UUr_Z DRAWN BY: A•S °E.Ile9(. OAT E :12 -2966 SWIMMING POOL MASTER DETAIL SHEET DRAWING NO l'\6606 • y., • ••. , • • . • • • • • • , ,,. • , , - MAt i .1,iN4r3iktio r _ 11)1 N .1'. ,$ e.0 Q b)i) , f-3611„.01i4G No, )1 VI O FAWN ay d M. . , ORAWING no, 0 2. FRAC ED t I r i t SCA!. tr:.■ S '1 I.- ) 4 4 . , 7 4. 4 ,-,..!•• • -4 4-4 44.-44.-,...4.-444 1 -9* oct, k_P„,)Jek I rfla I • ' L , ( %I 4 - '4 q !j . 4 1,- • 4.4*7 4 4 ' • • 4* ”" ' • 11 . t , - ' ,. ', ' 4 . ., f_ • , 2- Prdc7-.A.b-t-. C;4c, . 'R.,t.. 1.) t, 4.,., 4 . , oit) 4 dv(pik,0 G" ,,,(,..... e Yr . , 4" ''..--"•' "'"''''''''''''' 'PI' '''' --- ''''''''''"'4' '''''."'''''''" " ''"'" ."-.'" '''''''' '''"",,,... \ s'N •.,-,••••••••—• c, (% virt + etfrreAl • 1 ; A, I - o / 0 b A), RA rt. OA) To ,,," fit a ria Ac-mlit4 X): 4,445 TR 0 : 1 1; p P r ) v td v t, c' e 4 f.:,: e t t 1. 14 /4 : 4. 1 ? u l r v* j :7 4:r 1 1 41 : 44)A f l • ; , .f$ o/ -eeke) tti POc 1'41 ti ,,)Pletel,egA 4 „ • • • • • • ' 2.7 - • P,ifr • • f2- N ' X 'fi , .2 Om Tdicz)tat4 / , I , r I • , t r t \ \e I ra ■ 11•41, 1 t I f atif • s 1" /4141,11' et A 40 " 4 dr, Sz. • 14. A' 44 44 •• T • r4;ri• - ' , I I ' I t ' I 1! • I 1 1. 1 1 1 1 I t e_ 4 . ''''' t '' ' t ' .. • sc, i'"'0 ,!''' . * - , t• ' t 'S " • - • 1 t ••• c,r--lik,..44411,141,t eitictric31ao zo Viirrig;t: lite Architect StAlri 1 "ft \ • • • A • „ ; , * • '. 4•9( 4 ) rr 7 're 7 ' lak' .e - . reitifo t, 01,-aidu i rcsi F:1 gt, -,1„tooaa,„„...ttc.4 , S L , ;..' vita esnaVottiod Detore inspection. ••••,: be , I 46 A r' ezr 4d . 4 ."..-- 7•• c el A• J .,. - , ____ ,_..,, . . _ . 2 ..- - I J . • • . ,1 kei.Wii `,/t • 75: ci to 9' • II” • • ' • • . , 9 ,t1 • - • - , ' • • 1 .• •-• - t'• • • , ; -4•41 _ A . AS. - •- tA.1 a to M A dv9 7 _ off ,frbe , Arkifi? 9 '0 9.,1 RA.#,CPA., 4 144 OR•4tS „ • • .• • • "~L7,.- 4 t . . . • t , •-••••••-• .• • • • - • i HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements odopted oy he STATE CF FLORIDA Board cf Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 (305) 865 -1200 SINCE 1987 BLA CO SURVEYORS INC. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 Fax: (305) 865 -7810 DATE: 12 1 0 SUFFIX: DATE 7 /17/95 BASE: N/A COMMUNITY# 120652 JOB No 05 -2080 FLOOD ZONE: x PANEL: 0093 SCALE: 1 " =20' DWN. BY: F. Blanco O O 0 rti rn W REVISED: r C) co 0) , 140. 35`(R) 14'). NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL cD rn CD .;Q 80' 43.90' N C) A I O 00 o 0 rs m 5 n 15.10' 4.20 3.50' 0 &C C7 2135 -- 38.30' REMAiNDSR l_;� 9 BLK 1 O 8.40' 5.40 o I, 0 ct o O o :D CD 5.40' 143.59'(R &M) SCALE: i ".20' REMA1NOER LOT 1 BLK 1 2730' c' Q o j O 15.40' - 15.70' 27.30' 4' Rock Fe{ c,(13 OA' PL-- 10 g, O ABBREVIATIONS: SV $( =SIDEWALK, CBS = CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINK FENCE, PL= PROPERTY LINE, DUE = DRAINAGE UTILITY EASEM ENT, IP =IRON PIPE, F= FOUND, A/C =AIR CONDITIONER PAD, P /C= PROPERTY CORNER, D /H= DRILLED HOLE, W/F= WOODEN FENCE, RES= RESIDENCE, CL- CLEAR, RB= REB;.R, UE= UTILITY EASEMENT, CONC =CONCRETE SLAB, FM/ =RIGHT OF NAY, DE= DRAINAGE EASEMENT, C/L= CENTER LINE, O= DIAMTER, TYP= TYPICAL, M= MEASURED, R =RECORDED, ENCR= ENCROACHMENT COMP = COMPUTER, ASH =ASPHALT, N/D =NAIL & DISC, S =SET, FEE = FINISH FLOOR ELEVATION, 0 /S= OFFSET, PIP =POWER POLE, OHP= OVERHEAD POV.ERLINE, '4rd =WATER MEIER WOOD FENCE= MASONRY W4LL_L1__L_ r I I I I I 1 ELEVATION BASED ON LOC. # 3250 S. CONCRETE= �• �.,•:.i•.r.:•..�:•:' • •':: • •r•`':� DC BM;# B - _ - MAINTENANCE B DRAINAGE EASEMENT=M&D•E 62 ELV. $, 74 TYp OF SURVEY: BOUNDAFY SURVEY SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATUF E AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IFANY, AFFECTING THIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE Z Z CBS Wail OIVPL 0 O 0 LOCATION SKETCH SCALE: Nil S 2 m l NE 9 A VENUE r SURVEY FOR: JUAN CARLOS PIEDRAHITA, 925 N.E. 91ST TERR., MIAMI, FL. 33138. LEGAL DESCRIPTION: THE WEST 31 FEET OF LOT 7, ALL OF LOT 8 AND THE EAST 2 FEET OF LOT 9, BLOCK '1 EXCEPT THE NORTH 6.75 FEET THEREOF MORE OR LESS, OF BISCAYNE RIDGE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 AT PAGE 41 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. T ------ t ast 2 !=e9.1 9 �(D in 1- a o m - y r O U, A i HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements odopted oy he STATE CF FLORIDA Board cf Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 (305) 865 -1200 SINCE 1987 BLA CO SURVEYORS INC. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 Fax: (305) 865 -7810 DATE: 12 1 0 SUFFIX: DATE 7 /17/95 BASE: N/A COMMUNITY# 120652 JOB No 05 -2080 FLOOD ZONE: x PANEL: 0093 SCALE: 1 " =20' DWN. BY: F. Blanco O O 0 rti rn W REVISED: r C) co 0) , 140. 35`(R) 14'). NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL cD rn CD .;Q 80' 43.90' N C) A I O 00 o 0 rs m 5 n 15.10' 4.20 3.50' 0 &C C7 2135 -- 38.30' REMAiNDSR l_;� 9 BLK 1 O 8.40' 5.40 o I, 0 ct o O o :D CD 5.40' 143.59'(R &M) SCALE: i ".20' REMA1NOER LOT 1 BLK 1 2730' c' Q o j O 15.40' - 15.70' 27.30' 4' Rock Fe{ c,(13 OA' PL-- 10 g, O ABBREVIATIONS: SV $( =SIDEWALK, CBS = CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINK FENCE, PL= PROPERTY LINE, DUE = DRAINAGE UTILITY EASEM ENT, IP =IRON PIPE, F= FOUND, A/C =AIR CONDITIONER PAD, P /C= PROPERTY CORNER, D /H= DRILLED HOLE, W/F= WOODEN FENCE, RES= RESIDENCE, CL- CLEAR, RB= REB;.R, UE= UTILITY EASEMENT, CONC =CONCRETE SLAB, FM/ =RIGHT OF NAY, DE= DRAINAGE EASEMENT, C/L= CENTER LINE, O= DIAMTER, TYP= TYPICAL, M= MEASURED, R =RECORDED, ENCR= ENCROACHMENT COMP = COMPUTER, ASH =ASPHALT, N/D =NAIL & DISC, S =SET, FEE = FINISH FLOOR ELEVATION, 0 /S= OFFSET, PIP =POWER POLE, OHP= OVERHEAD POV.ERLINE, '4rd =WATER MEIER WOOD FENCE= MASONRY W4LL_L1__L_ r I I I I I 1 ELEVATION BASED ON LOC. # 3250 S. CONCRETE= �• �.,•:.i•.r.:•..�:•:' • •':: • •r•`':� DC BM;# B - _ - MAINTENANCE B DRAINAGE EASEMENT=M&D•E 62 ELV. $, 74 TYp OF SURVEY: BOUNDAFY SURVEY SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATUF E AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IFANY, AFFECTING THIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE Z Z CBS Wail OIVPL 0 O 0 LOCATION SKETCH SCALE: Nil S 2 m l NE 9 A VENUE r SURVEY FOR: JUAN CARLOS PIEDRAHITA, 925 N.E. 91ST TERR., MIAMI, FL. 33138. LEGAL DESCRIPTION: THE WEST 31 FEET OF LOT 7, ALL OF LOT 8 AND THE EAST 2 FEET OF LOT 9, BLOCK '1 EXCEPT THE NORTH 6.75 FEET THEREOF MORE OR LESS, OF BISCAYNE RIDGE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 AT PAGE 41 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. ... {`...� `v. Legal Description: THE WEST 31 ft. OF LOT #7, ALL OF LOT 8 & THE EAST 2 ft. OF LOT 9 Block #1 EXCEPT THE NORTH 6.75' THEREOF MORE OR LESS. SUBDIVISION: "PLAT OF BISCAYNE RIDGE" PLAT BOOK #39 PG. 41 OF THE PUBLIC RECORDS OF DADE COUNTY FL. 11.0' 10.07' 24.05' Cr.of Rd. Exist'g Pool Conc. Pool Deck Conc. Patio 1 STORY CBS RES. # 925 FFE:= 12.52' e,a' 11.8' 21.25' n� EXSIT'G CONC. DRIVEWAY N.E. 91st. TERR. 20' Asphalt Road EXIST'G SITE PLAN SCALE: 1"- 20' -0" TOP OF PLATE 2 "X4" WOOD BACKING AT TOP OF VANITY (BINET WALL CABINET Cr.of Rd. 2 "X4" WOOD BACKING AT TOP OF WALL CABINET INTERIOR PARTITION WITH 2" x 4" #2 S.P. WD. STUDS AT ® 16" O.C. z -- 2 "X4" P #S.P. WOO) BACKING AT BOTTOM OF WALL, CABINET AND AT WA .L HUNG PLUMBING FIXTJRE I 'I431! OOD BLOCKING DETAIL —1 SCALE: 1 1/2" = 1' —O" • PROVIDE BACKING FOR WALL CABINET F.B.C. 2905N.1.2 (2.) A MINIMUN 2" X 4" HORIZONTAL WOOD MEMBER, SECCURELY FASTENED TO NOT LESS THAN 2 SUCH STUDS, SHALL BE INSTALLED FOR THE ATTACHEMENT OF EACH WALL HUNG PLUMBING FIXTURE AND WALL CABINET. Install New Cabinets Exist'g Dining Rm Exist'g Wd. steps Exist' Kitche xis IVIV 47 .F. 24 -f (:' =1 8.. S.F. 1 S.F. 0.6 .f. . s.f m gls .:t=9 iA. A. Meter d Elec. Pnl. PROPOSED KITCHEN PLAN SC: 1/4"= 1' -0" GENERAL SCOPE OF DEMOLITION WORK. Exist'g O.H. EXIST'G KITCHEN CABINETS TO BE REMOVED & REPLACED. OWNER TO SELECT STYLE & TYPE. SEE PLAN FOR LAYOUT. REPLACE KITCHEN SINK FIXTURE. LOCATION (St PLUMB'G TO REMAIN. STOVE & REFRIGIRATOR TO BE REPLACED & RELOCATED. SEE PLAN INSTALL 5/8" GYP. BD ON 1x2" FUR'G STRIPS 1 16" O.C. W/ 1X3" FIRESTOP © CEIL'G —WALL INTERSECTIONS TROUGHOUT KITCHEN AND DINING ROOM AREAS. Exist'g 4x10" Wd. Beam Exist'g 37 "x50" Exist'g Dbl French Drs EGRESS TYPE WINDOW NOTES: Exist'g Exist'g 19 "x50" 19 "x50" Exist'g 37 "x50" WINDOW SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDE A CLEAR OPENING OF NOT LESS THAN 2)" IN WIDTH, 24" IN HEIGHT AND 5.7 SQ. FT. IN AREA. THE BOTTOM OF THE WINDOW OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR. NO PART OF THE OPPATING MECHANISM SHALL BE HIGHER THAN 54" OFF THE FLOOR. ELECTRICL SCOPE: SEE SHEET E -1 FOR ELECTRICAL SCOPE. PLUMBING SCOPE: NO PLUMBING WORK TO BE DONE W( THIS PERMIT. MECHANICAL SCOPE: NO MECHANICAL WORK TO BE DONE W/ THIS PERMIT. J U I— U w J U LL E a CD F— N O J aD •5 c')_ J 11) lU 2 O K) F— z J (/) 0 U C 0 a_ Z 0 I— 0 w U) I— w Z m 0 Z J 0 tY 0 Li 0 Z Li < 0 J n_ w W w C7) cn C3 rREv.# REV.# REV.# I DATE: 12/08/05 I SHEET NO. A- 1