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Swimming PoolPERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 6' .. ? (9° Job Address (/�a / s / o / 5 73' eel Tax Folio Legal Description L0 /a 6/ O CK 3 Historically Designated: Yes O w n e r / L e s s e e / Tenant) / V / 9 7 7 1 e 5 / - / A c e . 4 4 - / ' O 1 ° /( NexanitMaster Permit # S /7 2 1 /3 J � Phone O) 7 �( - 7 8 ) 0 Owner's Address / 2/ N E / 0 - ��{. ee t 1 Sti.cre. 5s Contracting Co. a A - ✓L ( S Lc' l 0 CIO 1-r Qualifier 0,A A cc,/e. 5 co yo c. vr Phone 965 96 - /5/ zX State # ( (0 93/ Municipal # Competency # Ins. Co. Architec 2 v.Tft K Q / 1-- 5,5l 0 P A ddress (o a 0 w Tt0 v>o /R c-� t9 �Qq t A) Bonding Company Mortgagor Address Permit Type (circle on BU ELECTRIC WORK DESCRIPTION / v e- „A.> t oo. L PO 0 Square Ft. Estimated Cost (value) 02 0, OOd. 00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work wi, be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work s Notary as to Owner My Commission E FEES: PERMIT owner and/or Condo 6 d 4 ,s7 3,`3 61 / � L � T 3 /a� SEAL es: O LADY5 J VILLAR NOTARY PUBLIC STATE OP FLORIDA COMMISSION NO. CC714103 MY COMMISSION EXP. MAR. 1,2002 0 RADON APPROVED: (e.--/WILP � 7/2/0 Zoning Building Mechanical Plumbing v fid Address Address 7/ O N 7 o / e-re -K_ MECHANICAL ROOFING PAVING FENCE SIGN /04-7 cfc tractor or • . er- Builder G/i42les Notary o Contracto . Owner- Builder My Commission Expir ANGELA MASSIM0 TA—NI _ ,. My Comm Exp. 5/26/2001 No. CC 767554 P ersonally Known 11 Other I,D, C.C.F. NOTARY.) BOND TOTAL DUE No y o �o rrJ 00 Date Date Electrical /X d �'�CObYG'G� Structural Engineer /v 7/z /, Date , r p4 v- e( 11 . f1 r l-12s 7 / o Al 7 TOO / 1 y L k ) 0 Permit # Tax Folio # By L . Y O C- / -e vc ri` O , �/• 3 3 2 NOTICE QE _COMMENCEMENT State of Florida, County of Broward VAC. Mlles NOTil eoi 1 01410 DOI MCMIN t The undersigned hereby pivot notice that Improvement will b• made to certain real property. and In accordance whh Section 713.13 of tr Florlda Statutes, the following Information Is provided In MI. Notice of Commencement. 1. Description of Property: Legal Deactlpt ►on: n Lot /02 Block � Subdivision r` e / Other 6f1 Y f!i F5 /' / Sueot Addy...: /y / N L 0/ 57 2. Genets, Description of Improvement: 3. Owner Information: Full Name: 3r c ( ( _ 7 cf MaAingAddress: / S / ' z /, /V / i v i s e fvli' fn , S S 1 3 3 / / Interest In Property: ( foe simple l 1 Name and Address of fee simple tJUehotder flf other than owned: 4. Contractor None and Addraaa: 6. Su/sty Name and Addresa: 6. Lender Name and Address: 8. In eddhIon to himself. Owner dwlgnate• of STATE OF FLORIDA, COUNTY OF URQ ()HEREBY CERTIFY that this is a tr of the original Ir° d n this Office on day of I L I 1 20 a E t E ; S M + � elh c�al "I. f: <e R o/ / - County Courts Ev Ave t l D.C. • • cc) -:c) 0 L -7 " PA v -e ✓ / l C /C �l�/KC.Ie Go yo Go f'r'I 71 o A/ 1 • "4-0 y ,re, -i 3 3 O z_y 7. Neon* within tho State of Florida (Names and Addreeaee) de /lgNted'by Owner upon whom nodal or odw docvn»nta may be served es provided by Section 713.1311114 7., Florlda Statuta: to r.o.Ne a copy of the Llenor'e Notice as provided In Section 713.13(11(b). Florlda Statues. . Expiration data of Notice of Com emo.'st; (the oxpkat$on data Is one year from date of recordutp unl.aa a different data Is speclfled 1 Signature of Owner:. C�1A.Ad.wI .�► dtL, Printed Name: Signature of Owner: Printed Name; SWORN TO AND SUBSCRIBED before me this / 3 ay of /'1:14-i- 1 �' - tl - . Signature of Notary' Arbil Printed Name: My Commission Explr;s: . . . c7`4 C f= kit e 0! tR24 F's 543 2000 )IM 23 09:02 • / ; c.) r C.S Phone y S S 1 7 5 - 7 8 / 0 Amount of bond • 11 ' ..1:u , ,....,;I PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT' SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance with aft Federal. State. County, Vfltage (ales and tegcdatfoas; Wage auucaes no responslbtitty for accuracy oflor mutts from these plans Z. Thts copy of plans moat ba arallabla on Iwtiding Me or no Inspection t(Tt ba conducted. JOB ADDRESS a / `f I fJEJb/ 5 T � APPLICANT .ar � S ! oc 4 - CRITIQUE SHEET PHONE It APPUCATION # SHEET OF MISCELLANEOUS DATE Z.oxv/NG COMMENTS INITIALS d of per vers eYl,Lc d rear >t scc \nu DEPTH DESCRIPTION OF MATERIALS SAMPLE NUMBER HAMMER BLOWS ON SAMPLER "N" 2 0" to 6" : TOPSOIL & GRASS 2 2 8 17 12 25 6" to 5' : TAN MEDIUM SAND WITH ROCK FRAGMES 4 NC 6 8 8 5 16 4 5.' to 6'- 6" : GRAY SILTY SAND WITH ROCK FRAGMEN^S 6 6 5 . 4 5 9 6 6'- 6" to 7' : 1 GRAY'MEDIUM SAND 8 '3 1 1 1 2 8 10 7' to 10'- 6" : GRAY SILT. 1 1 1 1 2 9 10 10'- 6" to 25' : TANNISH /WHITE SANDY LIMEROCK 12 8 9 9 12 18 11 12 14 - 11 6 9 16 15 13 14 16 - 12 10 10 10 20 15 16 18 12 11 12 12 23 17 18 20 10 11 12 10 23 19 20 22 9 8 8 8 16 21 22 24 9 . 6 7 8 15 23 24 26 8 8 25 26 28 27 28 - 30 29 30 32 31 32 34 33 34 36 35 36 38 37 38 GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS MINN 1E Ili MEW TEST BORING REPORT WATER LEVEL: S ' - U BELOW SURFACE DYNATECH ENGINEERING CORP. CLIENT : Mr. Janell Howard PROJECT : Proposed Pool - ADDRESS : 1421 NE 101st Street, Miami Shores:, FL LOCATION : See attached plan As a mutual protection to clients. The Public and Ourselves All reports are submitted u the confidential property of clients, and authorization for publicatioa of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING DATE: 03 -02 -00 HOLE NO.: 1 DRILLER: MG 750 West 84 Street, Hialeah, FL 33014 -3618 .Phone (305) 828 -7499 .Fax (305) 828 -9598 Stone Pavers Garage L NORTH 4d <:? 66 101 Street Client: Mr. Janell Howard Project: I)YNATECII ENGINEERING CORP. Proposed Pool C 1421 NE 101 Street, Miami Shores, FL N.T.S. SeuI.: 1/,,,,,, 3 -3 -2000 Drown nr: YM 11.•iw,d: WN Appendix Drilling Procedures The borings are conducted in accordance with procedures outlined for standard penetration test and split spoon sampling of soils by ASTM D -1586. A two (2) feet long, two (2) inch O.D. split spoon sampler was driven into the ground by successive blows with a 140 lbs, hammer dropping thirty (30) inches. The soil sampler was driven (2) at a time, then extracted for visual examination and classification of the retained soil samples. The number of blows required for one (1) foot penetration of the sampler is designated as "N" (known as the Standard Penetration Resistance Value). The "N" value provides an indication of the relative density of non cohesive soils and the consistency of cohesive soils. It is general practice that the sum of the number of blows required for the second and third six (6) inches penetration area added to determine the "N" value. Suitable corrections are applied to this number, in order to include the effects of soil overburden pressure and other factors. A general evaluation of soils is made from the established correlation between "N" and the relative density of consistency of soils. This dynamic method of soil testing has been widely accepted by foundation Engineers and Architects, to conservatively evaluate the bearing capacity of soils. A continuous drilling and sampling procedure was used.. Therefore the samples were taken at intervals of two (2) feet, or at every change in soils characteristics. Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. • r • SOFT 1�DIL1'i • H OERATELY NaRD . VERY PJ.PD • Ap9roxiaate Fines Content 5% to 12% 12% to 30% 30% to 50% .• .. • s-- t.Z• • 1 RCCX HARDNESS DESCRIPTION MODIFIERS KEY CTA55IFI■TION Rock core crumbles vhen handled 1740 Can break core vith your lands. -SANDS 41-00 41 -00 Over 120 Thin edges of rock core can.be broken-vith fingers Thin edges oC rock core cannot be broken vith fingers SILTS Rock core rings when struck vith AND YS a harmer (cherts) . AND - 5YNE 11 i Tfoditicrs Slightly Silty or Slightly:clayey Silty or clayey Very Silty or Very Clayey . 11..4•~14 4044W,16'04, CORRaa)1ION OF PF2ZZR?ITION RESISTA RELATIVE DENSITY AND CONSI5TE Penetration Tests Rg /O 0 -3 4-9 10 -17 10 -31 32-GO Over GO Standard Penetration Tests blovs/Ft: 0-4; '5 -10' 11 -20 21 -30 31 -50 Ve Fi • Ve De Cc 0 -2 VE 3 -4 Sc 5 -0 • :Fi 9 -15 St 1G 20 Vc 31c50' 11 rARTICLE SIZE Boulder )- in. Cobble 3 to 12 in. Gravel 4.76srs to 3 Sand \ 0.074. -n to Silt 0.005cra to Clay . < 0.005= • • • Ia ,. V..< O3 3L GY GC s�tr rrJl• r fso • /71 ..•Iva■ a•yr r..t., y ..111.d at..t .4. 1v.. 1 f.L<h T volts N ...... 1•l.11y.d4 r ..zI 1-4 FIN r r•. fi.w ►.�Ir I.�•d r ..t• •..d (•/ • r... � ..1 ..:•IM N. Flt.* r wti.w .LI P..dl y d 4 M..d. •rJ y ..rt y r•d.. fonto r .. f +.. IL.. ay r •••.}....I r1.4y ..•••• M11. r ••• frw s,M t•.'.1.. 1. . •_t1 ash. a.... SC CLT.y t.-d•. r•J<t.y rf. n.... w rssk 41,.. r... Y . a•..1,. «� ffw.. 1Rt7 r atorsly a.+ ...J. af..• or t.-.N (fire. ..+1r .f•y% Orr ('.7' . •" t1• Os- a .ana..lrr f a .•.• 44./. 41 fr ri•.44l• t• ▪ 11.1■t.... 17.. 11.1. .TL. awl./ .1ta i.r••■• d.r..f leek . 0.nLRr. W d.re owl or ordf,... • is 0...14ilv CC OM i • ct..v<.1••• Cr•t.■ • C. • D. • 3 O if C ut..N.+ a 1 re. -.... 1 rd 3 � C. 1 0 • b 14 . t r ...1., book t m.... t.+ G l+ A1...l+I 4..04 r.1 b.1...'A - C-.. r Di.w<•.y _a..• L-. It+— 4 •I1. ..... r<1 • A«.'A - I.... 0.4 <•.r _d• • r. •11. f1... r C.•0 & plate C..61..v.+i f C • • N i r•. -w 1 rJ 3 1••1 ......1 %..n •IN•.•• Ir SM • u_ t..' r..... 1. t.... 'A' I*. •11.t. -f •••:11 041 d. •..'A •d v.*. 41 _.,..• r ....• t w 7 • 4..••1.t.•• a•••. =— —1— r .....-..- .dmorm■'.■ ■ ■ PO — .. r •••- Y i.LiroJ VIA 0 R -C 0OOL. DATA & EQUIPMENT SIZE & DEPTH: 16' X 31' 3' TO 6' CAPACITY: 14,002 GALLONS PERIMETER: 82 LF 416 SF PUMP:1 1/2 HP FILTER: 100 SF CARTRIDGE QTY RETURNS: 3 TILE: 6" STANDARD UGHTS: 12V, 100W COPING: BULLNOSE —BRICK SWIMOUT: 18" CLEANING LINE: YES CHLORINATOR: NONE - HEATER: NONE TYPE OF PATIO: PAVERS DOD: NONE EXIT RAILINGS: NONE SCREEN: NONE POOL FINISH: DIAMOND BRITE TURNOVER 12 HOURS ( MAXIMUM ) 3 HR MISC: 2 JETS PAVER DETAIL TILE - (TYP.) INTERLOCKING BRICK PATIO SET IN SAND ON COMPACTED FILL 18" � I SWIMOUT DETAIL N.T.S. N.T.S. ELEVATION OF DECK IN RELATION TO HOUSE: MIN. 4" BELOW FIN. FL. R' -6" 18" BENCH W/ TILE EDGE EXISTING PAVERS 19'-7" RESIDENCE POOL PLAN SCALE: 1/8" = 1' -0" NORTH 1 , • II II II II II II II II II I .4 1 /2 2" . YE OF KAV gh TATE 0 FLORIDA YEKTA KAVASOGLU P.E. # 41310 F F < < m 2 ▪ L Z z 0 0 ca q c. 0 3 U cc o 0 ° 0 0 0 m I N w J U N ce co U Ire V) M w cr. z � w 0 0 , l(1 0 W aD A �1 ct, „..44„ '18" X 48" RECESSED SWIMOUT W/ TILED EDGE.: 1" COVER TOP BARS 2" COVER BOTT. BARS 6" MIN GENERAL NOTES — REINFORCING STEEL SHALL COMPLY WITH ASTM 615 _GRADE 60. — CONCRETE SHALL BE PNEUMATICALLY APPLIED WITH A 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. — PILING SHALL BE 14" DIA. AUGER CAST WITH A SAFE BEARING CAPACITY OF 40000 LBS. COPING CENTER TOP MAT OVER EACH PAD 13 #3 E.W. ® 6" O/C X 6' LONG ADD ADDITIONAL REINF. IN POOL WHERE SHOWN ON PLAN. 1L —6" SLAB — 3000 P.S.I. CONC REINFORCED SLABS / W / #3 ® 6" 0 /C., E.W. V 12" DIAMOND BRITE FINISH MIN. 3' -0" *EXTEND PILE REINF. 18" MIN. HOOK & TIE TO MAT. SEE PILE LAYOUT 6" TILE 8" TYPICAL WALL SECTION 4 #3 E.W. BOTTOM IN CAP. PILING (PATIO SHALL NOT BE TIED TO NOR SUPPORTED BY THE POOL) 4 X 8" BOND BEAM W/ 2 #3 CONT MIN. #4 PIPE SUPPORT BARS W/ APPROVED HANGERS ® 5' 0/C t0 6" THICK GUNITED WALLS W / #3 ®$1 o/c E.W. STEELTEX OR EQUIV. FORM THRU —OUT CENTER STEEL IN WALL. PAD THICKNESS VARIES, MIN. THICKNESS= 12" MIN. CONC. COVER TIP OF PILE= 12" NOTE: PIPE SUPPORT BARS W/ HANGERS NOT REQUIRED IF PIPE IS SUPPORTED ON SUITABLE SOIL. N.T.S. EXISTING PAVERS PILING PLAN — SCALE: 1/8" = 1' -0" RESIDENCE NORTH r it JUN ttneratifs o � 0 YEKTA KAVASOGLU P.E. # 41310 m O ids • w <o C b CV LL (1) W 0 GENERAL NOTES: .1. ALL FLOORS & WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 2. ALL REINF. STEEL TO CONFORM TO A.S.T.M. 615 GRADE 3. ALL POOL PIPING TO BE SCHED 40 PVC BEARING NSF A•PROVAL 4. SOIL STATEMENT: NO POOL CONSTRUCTION SHALL BEAR ON ANY TYPE SOILS EXCEPT CLEAN SANDS OR ROCK. THIS PROJECT IS IN THE VICINTY OF PROJECTS THAT THIS FIRM HAS PREVIOUSLY DESIGNED. THE SOIL IS SANDY IN NATURE AND ADEQUATE TO SUPPORT THIS SWIMMING POOL. IF OTHER CONDITIONS ARE ENCOUNTERED THE CONTRACTOR SHALL NOTIFY THIS OFFICE FOR INSPECTION AND INSTRUCTIONS. 5. THE POOL CONTRACTOR SHALL ALWAYS TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEETING AND /OR SHORING OR OTHER METHODS THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILTY FOR THE SAFTEY OF EXISTING STRUCTURES. 6. THIS DESIGN ENGINEER ASSUMES ND RESPONSIBLITY FOR POOL CONSTRUCTION IN EASMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED.THE POOL CONTRATOR SHALL VERIFY ALL DIMENSIONS IN THE HELD. AND ESTABLISH LOT LINES. 7 . THE POOL CONTRACTOR SHALL ESTABLISH LOCATIONS OF ALL UTILITIES AT THE SITE. MIN. CLEARANCE DIMENSIONS SHALL BE HELD AS REQUIRED BY THE LOCAL REGULATORY AGENCY. IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL WATER. 8. TEMPERATURE OF THE WATER SHALL BE SET SO THAT MAX. WATER TEMP. = 102 DEGREES F. 9. ALL U' FENCE, ED POO SELF—LOCKING GATES, REQUIRED AROUND 10. THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED WITH CLEAN SANDS, FREE OF ORGANIC MATERIAL AND SHALL BE PLACED IN 12" THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER. 11. WHERE PATIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN NOTES SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY.THE PATIO DESIGN IS BY OTHERS. 12. WARNING: TO EMPTY POOL AFTER CONSTRUCTION, FOR REPAIRS OR ANY OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL CONTRACTOR OR POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. v1— 12" 12" DETAIL OF STEPS 18" 1 3 © 12 "O.C. EA WAY (SEE TYPICAL WALL SECTION) N.T.S. HYDROSTATIC VALVE .1 1/2" WELL POINT eany WELL POINT DETAIL "X 8" BOND BM 2 — #3 CONT., COPT TILE WATER UNE M 4" TO 6" MIN VERTICAL 2' —3" SHALLOW END 3' -0" DEEP END '9 APPROVED ` FINISH GRATE TO BE FASTENED WITH SCREWS. MIN. TYPICAL WALL SECTION ( FOR DEPTHS TO 6' -0" ) IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN 8' -0" DEEP AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING. ROCK BED N.T.S. 25' 4" CONC DECK W/ SLIP RESISTANT TOPPING (W /6 X 6— W1.4 X W1 SIWF ON COMPACTED FILL WITH ALL ORGANIC MATERIALS REMOVED ( SEE GENE NOTES) STEELTEX ' • RM, KRAFTBOARD •R EQUIV. #3 AT 12" O.C. E.W. BOTT. CENTERED 31' o� J w m SLOPE LONGITUDINAL POOL SECTION 100 WATT LIGHT W/ LOW WATER CUT OFF DEVICE 8 "X8" CONC. FTG W/ 1 #5 CONT. 2" COVER (CENTER) " TOP & 6" BOTTOM W ; 3 AT 12" 0.C. EAC WAY. 6' N.T.S. 1:7 MAXIMUM SLOPE WATER LINE IN SHALLOW END MAIN DRAIN m TO SERVICE PANEL WPGF110'TO 20' FROM WATER F 48" MIN 8 " MIN. TIME CLOCK N.T.S. ' OOL DECK JUNCT. BOX SPST TOGGLE SWITCH ELECTRICAL DIAGRAM WP MANUAL STARTER SWITCH PUMP FRAME FILTER TANK MOUNT 1 3/4" x 3/16" TAP CON. • EINFORCED CONCRETE SLAB 1BI II FILTER P OOL PUMP, FILTER ANCHOR POINTS (TYP.) NOTES: ANCHOR B //OLTS) THROUGH BASE (1 (TAP CON) / FOR POO6 " PUMP & FILTER POOL EQUIPMENT ANCHORING N.T.S. PRESSURE GAUGE AND IR RELIEF VALVE PUMP MOTOR 12V TRANS. 3 12 IN 1/2 CO IN POOL AREA GROUND 1" NON — CORROSIVE ALL BOXES, RAILS, LIGHT, COND. MOTOR, ECT. W/ #8 WIRE PIPING SCHEMATIC UMP w •m w 2 o ] F .zei? 0 0 0 0 N n 1D PUMP W/ co \ -HAIR & LINT M STRAINER ry N.T.S. NOTE: ALL ELECTRICAL SHALL CONFORM W/ N.E.C. ART. 680 YEKTA KAVASOGLU P.E. # 41310 G 4. r1' cti • S yS T ATE OF FLO RIDA #41310 d 4 cn 3 0 ;r a A ft A �IIIIIIII�I @i�" 2) 3) 4) 5) 6) LOCATION • MAP Lot 12, Block 3, REPLAT OF TRACT A OF MIAMI SHORES BAY PARK ESTATES, according to the plat thereof, as recorded in Plat Book 56, at Page 86, of the Public Records of Dade County, Florida. • 1 HEREBY CERTIFY: That the 'PLAN OF SURVEY`. represents the above deserted property and It was completed under my supervision and/or drectiort to the best of my knowledge and beast. and It also compotes with the PRM • Minton Technical Standards set forth by TFE FLORIDA BOARD OF LAND SURVEYORS, pursuant to Chapter 21 P HI-I-6. Florida Administrative Code and Chapter 472027. Florida Statutes. PC SURVEYOR'S MOTES: PT PRC 1) There may be addtiond i Restr ti r nshawl n shawl on the survey V may at m be toad a the Pubic Records of this County. Eumiatbn 4 . d ABSTRACT OF TITLE wit have to be made to determine recorded iwumerta. ( any effectig the pro " Y• Location and idertfesten d UUlies and or adjacent to We property ere not sewed it such itormatJon was not requested SEC Ownership Y subject to OP* ON OF TITLE INVP Typed Survey: BOUNDARY. - _ ROE Va Unless orw se noted. this Firm has not ettermpted lo locate- Fodlrg$ arxllor Foundations (uhdu¢arhd). B.M. This PLAN OF SURVEY. hes been prepared for the exclusive we the utilises name hereon The Certificate doss not extend ass to wy trammed party. Cone Set . — — . CA. NOT VAUD UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL • Scale: 1' =100 LEGAL DESCRIPTION For Mr.*& Mrs. Peter G. & Ellen Jensen MARIO PRATS JR. & ASSOCIATES, INC. LAND SURVEYORS - LAND PLANNERS 300 S.W. 107th. Avenue Suite 214 Miami, Florida 33174 (305) 551 -6000 Fax: (305) 221 -1239 Proferolonal State d Florida FOR POOL LOCATION ONLY • AaeRE1MT1O : RAY - Rig (-d -Way Res. - Residence H - North E - East 5 - South W -West STY - Mary Permanent Reference Monument Permanent Control Pont Point of Beginning - Point d Cwat:re - Point d Tangency • Point d Reverse Curvature • oeaa • Tattled Distance • Section -Township • Rave • Bon Mark - Canada Block Structure • Concrete • Mdse .& • Catarina . Dos: March 24,1992 • JK: 5476 'Fo u 1 21 IA • R c FoQL►o. I ' h l 1 go+.1 - PI P E —�--� 1Z . L:3o 4 =.: LAN OF SURVEY Scale: t" _ • 0.35• n a 0y.c1L l 1 1 • 0.1 _ _�_ _ � P _ � _ v ` E R S - 1 1 I i" T 1 1 1 7.2' 1 r l m 1 6.y' m a:1 ta.so .• 14.4• 0 Ile•20 1 33.00 • r` 0 tr N 3■ 37' I I I j L I 1 1 1 1 1 ill t 1 1 1 ` • 21.35' 7.55' 3o•to' h .6.6P DCLWEwdY 16.90 • S1ovi e. ova tht_. Q= 1595.40' . �jQ' p atz►�w,s pl Ip Fe SeC- crc; J • .•�e lKC S U 7(,/t( w 36. v 2o.reo • 2o. co P1o•, {er 13.50• 0.4os .00\Jc..v■a.-1'✓ 1\h oI z' I c.a OR PO =BS- \0 10.62 ST FooL o '/2" \pW►i Ptp 0 .25 • A. YEKTA KAVASOGLU, P.E. 6500 W. Rogers Cir. Ste #8000 • Boca Raton FL 33487 TAE OF FLORIDA 4 ATION ONLY Foyuo 1' tip,o14 p N lam LUANG 01 LIPA! SUBJECT Ti) COEt-i;:Ti-i ALL FEDEP.141., STATE:AM COUMTY C,EGUATII Mft 3:1.CfiES111:.!fif.iE RF.TIT:;.1BiLITIES FOR ACCURACY OF (b PLANS. COMPI.IANS W:TP. T: CODE. AS ADOPTED BY ii!t: Af;CI:.:TI:f.7. BUILDER & SUB f.;0OTtES 'THE OF ALL BUILDING RECULAIIONS SPECECALLY 1 1 .`:DICAT;:i0 HERON. Miami Shores Village, Fla. OWNER c�FW DATE ADDRESS l INSPECTION TIME READY P- 101.AA PERMIT NO. 91 CONTRACTOR TELEPHONE NO. CIS INSPECTOR /,�, ,/ 4 ` L DATE Miami Shores Village, Fla. OWNER ADDRESS INSPECTION TIME READY PERMIT NO. L.) [ D CONTRACTOR TELEPHONE NO INSPECT DATE Miami Shores Village, Fla, OWNER ADDRESS INSPECTION TIME READY PERMIT NO. CONTRACTOR TELEPHONE NO. INSPECTOR DATE DATE l-Q /ot'ida, ttuirie 5l aceZ.J6' • A t .Soutk Building Department Miami Shores Village Florida Gentlemen: INC. 0.11.1 ALE. JO Sr We are enclosing Builder's Bond #2587. All work has been completed on this job and we would appreciate a refund. MIAMI WI 5- 4148•PALM BEACH 832-7888•BOCA RATON 395 -3813 Yours truly, 7eeneda Iai9eat Poo€ euacte't February 12, 1964 PACE POOLS, INC. 6 .) Bookkeeper Catherine M. Williams, Bookkeeper Ice Pools, Inc. 807 11, W. 8th Avenue Fort Lauderdale, Florida Dear Miss Williams: We are in receipt of your letter of February 12th, 1964 enclosing Builder's Bond #2587 for refund. Please be advised that we are unable to make refund on this Bond for the following reasons: When these 2 items are taken care of we will then be in a position to make refund on this Bond. • WRB /abc 1. There was never a permit se*. cured for the electrical work on this job. The Electrical Contractor must have a Miami Shores Village li.. cense in order to secure this permit. 2. There was never a request made to this office for a Final Inspection. sb k il Very truly yours, WM. R. BRADFORD, DIRECTOR BUILDING & ZONING DEPT. February 13th, 1964 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date i 9 60 Job Address /4 2 / /1/ E.. /o / 5" Tax Folio Legal Description CD /" / Z /J Q / C- k . 3 Historically Designated: Yes No Owner/Lessee / Tenant 3 4/V. LL 70 w 4 r d Master Permit # ) 7336 Owner's Address PI a( NE. /0/ s' i /, � ) � „ 5/to j - s Phone JO 5 75 4, - 7 / 8 / 0 Contracting Co. /- /l? QJ. Ql )(4 r`I7 /E l e/' /r, �C./0 ct e Address S o! t 1 C4) ' / 41 - - /cr / 1 A14(je d 6-A- Qualifier 3 R. Q\-- -/ LL) 1 l.rN1Qd Phone 9S5 V3/8?? State # 200 i 353 5 Municipal # 33 -(1(1 k)9, S7 Competency # op u Ins. Co. .. a FAr Architect(ngineei) yea 16.4 1/4- S o g / u P Address 6.50 o tAl ✓...t 4-- 6 /L�t. 5 '`” 'Do 0 Bonding Company - Address C Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. Estimated Cost (value) ( °2 0 ' WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. At. a Signature of owner an or Condo President Date Notary as to Owner and/or Condo President Date Notary My Commission Expires: My Co ssion Expire s: _. FEES: PERMIT r ® 412. RADON C.C.F7» 2 ) NOTARY of Co ctor o er- Builder N i _ .n� : or +r Ir NOTARY o nn PUBLIC BOND ANGELA MASSIMO TAM My Comm Exp. 5/26/2001 No. CC 76 554 f 1 Personally Known ether I.D. Date Date APPROVED: TOTAL DUE Zoning Building Electrical P 7 %'/ "�� Mechanical Plumbing Structural Engineer Lo40 Cp /c,4-fa,o 026,00 sc r?z-x3— 7 so e oZ ' 41,4-1( 4-6 = 3 , 6 o 1 G.t/4//u,v(M6= 2,0 00 /- D, S X w4J62„‹ _ o /- L,�,,,,,�r _ /, S 0 0 /- Dr S ° FAA,G4- _ /), I CiACU 2,' P,Mp = 12-0 o 0 7... PaoL- Pueq = �- t- k -- P„rf y0 4 17,7•60 I S, 00 0 32, 71 HAGERMAN'S QUALITY ELECTRIC SERVICE INC 5611 S. W. 195 TERR FT. LAUDERDALE , FLA • J & 7 tV A9eto,vo 14.a '0 /3,f, peaxF L ORD CA c.1/9-7 1 11-4/c;"7 \ Qua A 1ie4., ; J'E , # R 9r/'irJ,r00 o26©o s F,L 7,8 ©0 SmAil 'Pt. = 3,0 f ' k'4 //uvr /9C= 20 ov l� Stu -a�Le� _ /� © o Dr I 2/� = 5 o 0 Lv4 -k,c. 44 = 5 0 (" l2A/uG f_ _ /2, 0 o 0 J,9c,uz2,' 1 20 1 c )O 0 0 0 c -k.1• L)7, 7$0 15,0oo 32 7150 HAGERMAN'S QUALITY ELECTRIC SERVICE INC 5611 S. W. 195 TERR FT. LAUDERDALE , FLA g ozAi4 "0 LS/ pare. �ln —