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BPP-14-1731 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-233433 Permit Number: BPP-8-14-1731 Inspection Date: May 26, 2015 Permit Type: Pools/Whirlpools/Hot Tubs Inspector: Dacquisto, David Inspection Type: Survey Final Owner: LA HOZ, NOEMI Work Classification: New Job Address: 1180 NE 100 Street Miami Shores, FL 33138- Phone Number Project: <NONE> Parcel Number 1132050190390 Contractor: ESSIG POOLS INC Phone: 305-949-0000 Building Department Comments NEW SWIMMING POOL, SPA AND PAVER DECK. Infractio Passed Comments INSPECTOR COMMENTS False 0) 0_1 �) Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-231936. CREATED AS REINSPECTION FOR INSP-231824. 04-08-15 Ismael Naranjo, B.O. The survey provided is incomplete. Provide a survey reflecting the setback Failed El of the deck, pool equipment pad and pool. 4/24/2015 Correction Needed ❑ POOL DECK MUST BE LOCATED NOT LESS THAN 5 FT FROM REAR PLOT LINE-,SEE ORIGINAL PLAN. Ilk Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 May 26,2015 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-233433 Permit Number: BPP-8-14-1731 Inspection Date: May 26, 2015 Permit Type: Pools/Whirlpools/Hot Tubs Inspector: Dacquisto, David Inspection Type: Survey Final Owner: LA HOZ, NOEMI Work Classification: New Job Address: 1180 NE 100 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132050190390 Project: <NONE> Contractor: ESSIG POOLS INC Phone: 305-949-0000 Building Department Comments NEW SWIMMING POOL, SPA AND PAVER DECK. Infractio Passed comments INSPECTOR COMMENTS False -., � �I`' Inspector Comments Passed � CREATED AS REINSPECTION FOR INSP-231936. CREATED AS lj I REINSPECTION FOR INSP-231824. 04-08-15 Ismael Naranjo, B.O. The survey provided is incomplete. Provide a survey reflecting the setback Failed of the deck, pool equipment pad and pool. 4/24/2015 Correction ❑ Needed POOL DECK MUST BE LOCATED NOT LESS THAN 5 FT FROM REAR PLOT LINE, SEE ORIGINAL PLAN. Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 May 26,2015 Pagel of 1 } + 1 LEGEND ' ' ' ' ' • ' ' CERT FlCAIE OF AUIHORIz'm#LB-8023 MAP OF B r 't : 'GARY SLTl�VEY ABBREVIATIONS: +;+ ; : :•: .:. so Survey Pros, Inc. AARC DISTANCE AC = AIR CONDITIONER PAD 8306 MILLS DRIVE SUITE 148, MIAMI, FL. 33183 �� -1 n T� BCR = B BUILDING COUNTY RECORDS .. 1,Y0 •STREET BLDG = BUILDING Tel: 305.767.6802 BMB= BENCH MARK •" + '• ' '•' • • • • • • •• . •• + • • + + +www.survc�y-pros.com + • •• • + •• • •1 OQ BOB = BASIS OF BEARINGS 9 0 •o . • • • • • • • • • r• BOB:N90'00'00"W CBS = CONCRETE BLOCKo& STUCQD • + • • ' - • - V f "• (C) = CALCULATED • + • • • • • • • • • + •++ • 000 • C&G = CURB & GUTTER • •+• • •+• • • CLF = CHAIN LINK FENCE 20'ASPHALT PAVEMENT COL = COLUMN D.E. = DRAINAGE EASEMENT •• • • D.M.E. = DRAINAGE &MAINT�NCE*•• so • • • •+ • • • •. • • • • • EASEMENT • 0 • + + + • + • NORTH ++• • • + % D/W = DRIVEWAY 0 •• + • + • SCALE: 1"=20' • • • • • •• • • EB = ELECTRIC BOX • • •• • • • • • ' • ' • • • • • ENC. = ENCROACHMENT • • • • 0.0 • • • • • • • • • •+• •• EP = EDGE OF PAVEMENT •+ •.• • • • • •• EW= EDGE OF WATER FDH = FOUND DRILL HOLE O O FF = FINISHED FLOOR ELEVATION O O nP = FOUND IRON PIPE(NO ID) O O FIR = FOUND IRON ROD (NO ID) FN = FOUND NAIL(NO ID) 15.0' FPL = FLORIDA POWER & LIGHT TRANSFORMER PAD L.E. = LANDSCAPE EASEMENT L.M.E. = LAKE MAINTENANCE EASEMENT EASURED ESQ, MDCR =MMIAMI-DADE COUNTY RECORDS MH = MAN HOLE ML = MONUMENT LINE PROPERTY ADDRESS: (P) = PLAT 1180 NE 100TH STREET, MIAMI SHORES, FL. 33138 T BOK N90000'00" )l 06.80'±(R) NO CAP PC - PONTAOP CURVATURE PCP - PERMANENT CONTROL POINT PE - POOL EQUIPMENT PAD LEGAL DESCRIPTION'• FIP 1/2" PG = PAGE NO CAP PI POINT OF INTERSECTION LOT 3. BLOCK 178, OF REVISED PLAT OF MIAMI SHORES SECTION B. ACCORDING TO PL = PLANTER THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, PAGE 67, OF THE PUBLIC POB = POINT OF BEGINNING RECORDS OF MIAMI-DADE COUNTY, FLORIDA. POC = POINT OF COMMENCEMENT - PRC = POINT OF REVERSE CURVATURE PRM = PERMANENT REFERENCE U-) U MONUMENT FLOOD ZONE INFORMATION: N N PT= POINT OF TANGENCY BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY R = RADIUS DISTANCE MANAGEMENT AGENCY REVISED ON 09/11/09 AND INDEX MAP REVISED ON 09/11 09 (R) = RECORD / o o R/W= RIGHT-OF-WAY THE GRAPHICALLY DEPICTED BUILDING(S) SHOWN ON THIS MAP OF SURVEY IS WITHIN RES = RESIDENCE ZONE AE. BASE FLOOD ELEVATION 0 COMMUNITY NAME & NUMBER MIAMI SHORES PLANTER SIP = SIP LB#8023 120652 MAP & PANEL NUMBER 12066CO306 SUFFIX L. 15.7' 70 SND = SET NAIL & DISK LB#8023 .0, STL= SURVEY TIE LINE It SIDEWALK= ss PLANTER 6.0' 5.5' - r SM 9.95- 141, o (TYP) = TYPICAL SURVEYOR'S NOTES: o UB = UTILITY BOX 1. ELEVATIONS WHEN SHOWN REFER TO 1929 NATIONAL GEODETIC VERTICAL DATUM U.E. - UTILITY EASEMENT W/F= WOOD FENCE (NGVD 1929). ••� 23,7' ❑ 11n 2. NO ATTEMPT WAS MADE TO LOCATE FOOTINGS/FOUNDATIONS, OR UNDERGROUND N UTILITIES UNLESS OTHERWISE NOTED. PLAT SYMBOLS: 3. THE LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED IN REGARDS TO A/C LIMITS TELEPHONE RISER MATTERS OF INTEREST BY OTHER PARTIES, SUCH AS EASEMENTS, RIGHTS OF WAYS, N 1 = CABLE N RISER RESERVATIONS, ETC. ONLY PLATTED EASEMENTS ARE SHOWN. ® N T V a 0 = WATER METER 4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED OAIE S/OR7 CBS X 0.00 = ELEVATION HEREONANDIS NOT TRANSFERABLE OR ASSIGNABLE WITHOUT WRITTEN CONSENT OF g RES#1180 (00') = ORIGINAL LOT DISTANCE 5. THE INTENT OF THIS SURVEY AS COMMUNICATED BY THE CERTIFIED PARTIES IS A = CENTRAL ANGLE FOR REAL-ESTATE TRANSACTION OR MORTGAGE REFINANCING, THIS SURVEY IS NOT LOT4 Q LOTS = CENTER LINE TO BE USED FOR ANY OTHER PURPOSE OR PARTY(IES) WITHOUT THE WRITTEN AUTHORIZATION OF THIS FIRM. �' BLOCK 178 WV 6. THIS SURVEY IS NOT INTENDED FOR NEITHER DESIGN NOR CONSTRUCTION BLOCK 178 Q ^ X = WATER VALVE PURPOSES, FOR THOSE PURPOSES, A TOPOGRAPHIC SURVEY MAY BE REQUIRED. N = CURB INLET 7. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB#8023. r 8. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL 49.0' n 11.5' = FIRE HYDRANT DESCRIPTION PROVIDED BY THE CLIENT OR ITS REPRESENTATIVE. n 9. FENCE OWNERSHIP IS NOT DETERMINED. 10. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY SOMEONE 6.0' 6J ' J O VV J = LIGHT POLE OTHER THAN THE SIGNING PARTY(IES) 15 PROHIBITED WITHOUT WRITTEN CONSENT OF J THE SIGNING PARTY(IES). M ..l E] = CATCH BASIN 11. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN. THE CENTERLINE OF NE co / Q�7 .(� -C),= UTILITY POLE 100TH STREET HAS BEEN ASSIGNED A BEARING OF N90.00'00"W. 2.0• N = V\\� `' Qp = DRAINAGE MANHOLE 44• = SEWER MANHOLE CERTIFIED TO: ^Ad o = IRON FENCE NOEMI E LA HOZ 11.3' 70.7' r � �� = WOOD FENCE /� e� CHAIN LINK FENCE 0 5097 = OVERHEAD UTILITY WIRE REVISION(S): 735, F7El SETBACK DIMENSIONS FOR: POOL, POOL DECK, AND POOL EQUIPMENT (PE) 04/17/15 (NO FIELD WORK) POOL s.2• �N SPHALT CONCRETE PAVERS TILES 40VEP, MODIFIED PATIO TO COMPLY WITH 5 FOOT SETBACK. 05/19/15 P pE p1Y .n0 SURVEYOR'S CERTIFICATE. I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS DA 7E OF FIELD WORK. 03/12/15 77 JJ' GO �j�1 y� RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET PE ® s ��O r�►v� J>wV FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORID&-n JOBJ..• 15030740 Q_j �� v � ` CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE.W PLAT LIMITS o o + S P�� DRAWN BY.� N/CK AUTHENTIC COPIES OF THIS SEAL / CAD FILE: LA HOZ 0.56' c nAI Flp 1/2" $�P SURVEY SHALL BEAR THE FIR 1/2" NO CAP ORIGINAL SIGNATURE AND SHEET l OF l RAISED SEAL OF THE NICOLAS DEL VENTO NO CAP 1o N ATTESTING REGISTERED PROFESSIONAL SURVEYOR & MAPPER SURVEYOR AND MAPPER STATE OF FLORIDA LIC. # 6945 LEGEND • • • CERTA TE OF AUTHORIZATION @ LB-BO23 MAP O FUO:U: • • ID ARY S ZT RV E Y ABBREVIATIONS: ... ; : :•. .. : Survey Pros, I n c. A = ARC DISTANCE Ac = AIR CONDITIONER PAD 8306 MILLS DRIVE SUITE 148, MIAMI, FL. 33183 BCR = BROWARD COUNTY RECORDS • Ng 1•00,Tff STREET BLDG = BUILDING ••• • ,• , •„ Tel: 305.767.6802 • •:'• • • • •• f1BM = BENCH MARK . .. . . . . . yv w w.survey-pros.c o m 1QQ RfW 808 = BASIS OF BEARINGS.. . . .. . • • • • - •. • • (1• BOB:N90'00'00"W - CBS = CONCRETE BLOCK 8•STUCCO• • • • • • • • - • • � (C) = CALCULATED • • • • • • • • • • • • ••e • •♦• • C&G = CURB & GUTTER • ••• • 009 • • CLF = CHAIN LINK FENCE 20'ASPHALT PAVEMENT COL = COLUMN D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE & MAINTEI"CE ... .. . . .. NORTH • • • • • • • • • EASEMENT • • • • • • • • • ••• • • • • •• • D/W = DRIVEWAY • •• • • • • •• • SCALE: 1"=20' • • • • • •• • • EB = ELECTRIC BOX • • •• • • • • • • 0.0 • • • ENC. = ENCROACHMENT • • • • • • • • 000 • • • • ••• 000 EP = EDGE OF PAVEMENT •• ••• • • • • •• EW= EDGE OF WATER FDH = FOUND DRILL HOLE O O FF= FINISHED FLOOR ELEVATION O O FIP = FOUND IRON PIPE (NO ID) 0 0 FIR = FOUND IRON ROD (NO ID) Ln FN = FOUND NAIL(NO 10) 75.0' FPL = FLORIDA POWER & LIGHT TRANSFORMER PAD L.E. = LANDSCAPE EASEMENT L.M.E. = LAKE MAINTENANCE EASEMENT ASO, MDCR =MEASURED MIAMI-DADE COUNTY RECORDS MH = MAN HOLE ML = MONUMENT LINE PROPERTY ADDRESS: p (P) = PLAT 1180 NE 100TH STREET. MIAMI SHORES, FL. 33138 °00'00" )106.80't(R) NO CAP PC = POINT OFBOOK CURVATURE N90PLAT PCP = PERMANENT CONTROL POINT PE = POOL EQUIPMENT PAD FIP 1/2" PG = PAGE LEGAL DESCRIPTION: NO CAP PI - POINT OF INTERSECTION LOT 3, BLOCK 178, OF REVISED PLAT OF MIAMI SHORES SECTION 8, ACCORDING TO PL = PLANTER THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, PAGE 67, OF THE PUBLIC POB = POINT OF BEGINNING RECORDS OF MIAMI-DADE COUNTY, FLORIDA. POC = POINT OF COMMENCEMENT PRC = POINT OF REVERSE CURVATURE PRM = PERMANENT REFERENCE U MONUMENT FLOOD ZONE INFORMATION: N N \� PT= POINT OF TANGENCY BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY I`` 09® R = RADIUS DISTANCE MANAGEMENT AGENCY REVISED ON 09 11 09 AND INDEX MAP REVISED ON 09/11 0 R) = RECORD / / / R/V! = RIGHT-OF-WAY THE GRAPHICALLY DEPICTED BUILDING(S) SHOWN ON THIS MAP OF SURVEY IS WITHIN "� L1 RES RESIDENCE ZONE AAE BASE FLOOD ELEVATION 5 COMMUNITY NAME & NUMBER MIAMI SHORES PLANTER \ SIP = SIP 1_8#8023 120652 MAP & PANEL NUMBER 1208600306 SUFFIX L 0 15.7' 10.0 SND STL SURVEY NAIL TIE L WE LB# 8023 11 PLANTER 6.0' 1 5.5' SWK = SIDEWALK 9.95 1a.r o (TYP) = TYPICAL SURVEYOR'S NOTES: _ oUB = UTILITY BOX ^ �d m ��• U.E. = UTILITY EASEMENT 1. ELEVATIONS WHEN SHOWN REFER TO 1929 NATIONAL GEODETIC VERTICAL DATUM W/F - WOOD FENCE (NGVD 1929). 23.7' ❑ 2. NO ATTEMPT WAS MADE TO LOCATE FOOTINGS/FOUNDATIONS. OR UNDERGROUND (V UTILITIES UNLESS OTHERWISE NOTED. PLAT SYMBOLS: 3. THE LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED IN REGARDS TO A/C LIMITS ® = TELEPHONE RISER MATTERS OF INTEREST BY OTHER PARTES, SUCH AS EASEMENTS, RIGHTS OF WAYS, O) 04 ® = CABLE TV RISER RESERVATIONS, ETC. ONLY PLATTED EASEMENTS ARE SHOWN. 4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED _ ONE STORY CBS X 0.0 = WATER ON HERTH SE N AND IS NOT TRANSFERABLE OR ASSIGNABLE WITHOUT WRITTEN CONSENT OF ELEVARES#1180 (00') = ORIGINAL LOT DISTANCE 5. THE INTENT OF THIS SURVEY AS COMMUNICATED BY THE CERTIFIED PARTES IS A = CENTRAL ANGLE FOR REAL-ESTATE TRANSACTION OR MORTGAGE REFINANCING. THIS SURVEY IS NOT LOT4 LOTS = CENTER LINE TO BE USED FOR ANY OTHER PURPOSE OR PARTY(IES) WITHOUT THE WRITTEN AUTHORIZATION OF THIS FIRM. BLOCK 178 WV 6. THIS SURVEY IS NOT INTENDED FOR NEITHER DESIGN NOR CONSTRUCTION BLOCK 178 Q i° - >< = WATER VALVE PURPOSES, FOR THOSE PURPOSES, A TOPOGRAPHIC SURVEY MAY BE REQUIRED. N = CURB INLET 7. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB#8023. r B. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL 49.0' 11.5' = FIRE HYDRANT DESCRIPTION PROVIDED BY THE CLIENT OR ITS REPRESENTATIVE. n 9. FENCE OWNERSHIP IS NOT DETERMINED. 8 610. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY SOMEONE 01 I` 6.0' I, LIGHT POLE OTHER THAN THE SIGNING PARTY(IES) IS PROHIBITED WITHOUT WRITTEN CONSENT OFEl' V\`� = CATCH BASIN THE SIGNING PARTY(IES). M n ao pCj 11. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN. THE CENTERLINE OF NE .6 =i G - _ = UTILITY POLE 1?0, / 100TH STREET HAS BEEN ASSIGNED A BEARING OF N90.00'00"W. O ` CJr DO = DRAINAGE MANHOLE 04.4' (® AV�� >" L Q = SEWER MANHOLE CERTIFIED TO: (n iI c = IRON FENCE NOEMI E LA HOZ 11.3' 10.1' ri = WOOD FENCE 97' = CHAIN LINK FENCE REVISION(S)- 0,50 r ;/ ® = OVERHEAD UTILITY WIRE ADDED SETBACK DIMENSIONS FOR: POOL, POOL DECK, AND POOL ❑ F-1 El ElEQUIPMENT (PE) 04/17/15 (NO FIELD WORK) a POOL 4.Z. 1 A _ ASPHALT CONCRETE PAVERS TILES COVER MODIFIED PATIO TO COMPLY WITH 5 FOOT SETBACK. 05/19/15 °?' 14'3a ` GOA` ► ��N� SURVEYOR'S CERTIFICATE: O DATE OF FIELD WORK: 77 � �• � I HEREBY CERTIFY THAT THIS SURVEY LS TRUE AND CORRECT 70 THE BEST OF MY KNOWLEDGE AND BELIEF AS 03112115 ® ® ' 90 RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET O s. �O" P J� FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADM] TRATIVE JOBf/.• 15030740 _ J CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE. O PLAT LIMITSzo.n o_ n �P DRAWN BY. NICK * AUTHENTIC COPIES OF THIS SEAL CAD FILE: LA H02 0.56' p " 1 ' FIP 1/2" SURVEY SHALL BEAR THE FIR 1/2" NO CAP ORIGINAL SIGNATURE AND SHEET 1 OF 1 RAISED SEAL OF THE NICOLAS DEL VENTO NO CAP o N ATTESTING REGISTERED PROFESSIONAL SURVEYOR & MAPPER SURVEYOR AND MAPPER STATE OF FLORIDA LIC. # 6945 r 4 a ` Miami Shores Village y Building Department 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 Nu Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 L13B -y—'j:� - FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No.-B ^ �1-f-h)3 t Permit Type: WELDING Q JOB ADDRESS: I I& ' v E 1C=Z=) City: Miami Shores County: Miami Dade Zip: S Folio/Parcel#: I I - 32-�S e:::>i -=7 , O--!�, -7 Is the Building Historically Designated:Yes NO Flood Zone: t + S OWNER:Name(Fee Simple Titleholder): I� a�s b�� L G1e � Phone#: z3�' 7a Address: State: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ESSIG POOLS, INC Phone#: 305-949-0000 Address: 1800 NE 151 ST City: NORTH MIAMI State: FL Zip: 33162 Qualifier Name: DANIEL ESSIG Phone#: 305-949-0000 State Certification or Registration#: CPCO52505 Certificate of Competency#: Contact Phone#: 305-949-0000Email Address: PERMITS@ESSIGPOOLS.COM DESIGNER•Architect/Engineer. PFEIFFER ENGINEERING Phone#: 786-235-2435 Value of Work for this Permit:$__2SQ OJT Square/Linear Footage of Work: Type of Work: DAddition UAlteration Xew ORepair/Replace ODemolition Description of Work: �' �---�tv--w��v-,.mol ,� � � v. � � ,.rte �►�- � L�T �- Color thru tile: Submittal Fee$ Permit Fee$ CCF$��.�� CO/CCS$-'�� 00 �� Scanning Fee$ ��QQ Radon Fee a DBPR$ 22-• Bond$ Notary$ Training/Education Fee$ jo '� Technology Fee Double Fee$ (h Structural Review$ Q) TOTAL FEE NOW DUE$ Q ' r Bonding Company's Name(if applicable) Bonding Company's Address City State zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurq seven (7) days after the building permit is issued In the ab e of suc notice, the inspection will be approved re' tion fee will be charged Signature Signature l Owner or;A�gent C for The foregoing instrument was wledged before me this The foregoing instrument was acknowledged before me this � day of r Yom,20_�T",by -:-w— day of d ,20—1+ 8. °�— who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification, t to an oath NOT TV. ®�y�q$�aatdBYp � e' NOT Y PUB IC: m�` y�°° Mrwi °• ��`'/�m .= Sept, .0.M= Sign Si M C ssion es: OF OO;.....5�.� mmission �IIp PB!Qai4lq�P�`�\ .*Vzj,AO0RBDB �x�xx�xxx�x�xx�x��x�x��x�x��xx��x:��:��x��xmm��x��x��x�xx�•x�xxx�a��xx�� APPROVED BY ` ! Plans Examiner / /Zoning Structural Review Clerk (Revised 3n2/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3115/09) Local Business Tax Receipt Miami—Dade County, State of Florida THIS IS NOTA BILL - DO NOT PAY i 1927996 BUSINESS NAME/LOCATIOM RECEIPT NO. EXPORES ESSIG POOLS INC RENrEUVAIL SEPTEMBER 30, 2015 1 B00 NE 151 ST 2035160 Must be displayed at place of business NORTH MIAMI FL 33181 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED ESSIG POOLS INC 196 SPECIALTY BUILDING CONTRACTOR eY TAX COLLECTOR Worker(s) 10 CPCO52505 $45.00 07/11/2014 CREDITCARD-14-026256 This Local Business Tax Receipt only confirms payment ofihe Local Business Tax.The Receipt is not a license., permit,or a certification of the holder's qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO.above must;be displayed on all commercial vehicles-Miami-Dade Code Sec 6a-276. For more information,visit www miamidade noy/taxcollectoe s Property Search Application Miami-Dade County http://www.miamidade.gov/propertysearch/indexhtml#/report/summary OFFTmE UF THE PRUPUTY APPRAISER I� Summary Report Generated On:7/16/2014 Property Information Folio: 11-3205-019-0390 Property Address: 1180 NE 100 ST< # • Owner NOEMI E LA HOZ Melling Address 1180 NE 100 ST MIAMI ,FL 33138 Primary Zone 1400 SGL FAMILY-3001-3250 SQ 0101 RESIDENTIAL-SINGLE �r Primary Land Use FAMILY:1 UNIT Beds I Baths I Half 3/2/0 . Floors 1 Living Units 1 w . F Actual Area Sq.Ft Living Area Sq.Ft r �� ` 20bftft ' Adjusted Area 2,382 Sq.Ft ' Lot Size 10,909.92 Sq.Ft Taxable Value Information Year Built 1951 2014 2013 2012 Assessment Information County Year 2014 2013 2012 Exemption Value 1 $50,500 $50,500 $50,500 Land Value $294,975 $199,307 $190,273 Taxable Value 1 $352,316 $346,364 $339,731 School Board Building Value $207,620 $209,195 $237,563 Exemption Value 1 $25,500 $25,500 $25,500 XF Value $1,763 $1,783 $1,981 Taxable Value 1 $377,316 $371,364 $364,731 Market Value $504,358 $410,285 $429,817 City Assessed Value $402,816 $396,864 $390,231 Exemption Value 1 $50,500 $50,500 $50,500 Benefits Information Taxable Value 1 $352,316 $346,364 $339,731 Benefit Type 2014 2013 2012 Regional Save Our Homes Assessment Exemption Value $50,500 $50,500 $50,500 Cap Reduction $101,542 $13,421 Taxable Val 1 $352,316 $346,364 $339,731 Portability Assessment $39,586 Reduction Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous Price OR Qualification Description Second Homestead Exemption $25,000 $25,000 $25,000 Sale Book-Page Widow Exemption $500 $500 $500 12/30/2011 $399,515 27946-3490 Corrective,tax or QCD;min consideration Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 08/02/2010 $499,550 27379-2405 Qua[by exam of deed Board,City,Regional). 06/01/2001 $339,000 19770-0394 2008 and prior year sales;Qual by Short Legal Description exam of deed 5 53 42 08/01/1998 $244,000 18229-2007 2008 and prior year sales;Qual by MIAMI SHORES SEC 8 REV PB 43-67 1 1 1 exam of deed LOT 3 BLK 178 LOT SIZE IRREGULAR OR 19770-0394 06 2001 1 The Office of the Property Appraiser is continually editing and updating the tax roil.This website may not reflect the most current information on record.The Property Appraiser and Mami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govfinfo/disclaimer.asp(http://www.miamidade.govfiinfo/diselaimer.asp) Mersion: 1 of 1 7/16/2014 2:26 PM gB�RFs Miami shores Village -� Building Department mail• almost" 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 `� Page 1 of 1 Permit No: 6 P14 -1-V Structural Critique Sheet STOPPED REVIEW Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Mehdi Asraf 265 South Federal Highway Wayne M Bennett Suite 41 • Deerfield Beach,FL 33441 Wednesday,August 20,2014 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores,FL 33138 ' AUG Re: Reinforcing CalculationsIr; Name: LaHoz Residence Address: 1180 NE 100`x',MS Contractor: Essig Pools To Whom It May Concern, I performed the Reinforcing Calculations based on ACI 318. ACI 318 7.12.2.1, Shrinkage and Temperature Reinforcement calls for a ratio of 0.0020 for the type of steel called out. On my calculations, that will/are be submitted, the ratio of steel is 0.0020 for the slab and 0.0027 for the walls and therefore meets the above code. No mention of two layers of steel is contained in this code section. ACI 318 14.3, Walls. Minimum Reinforcement calls for the same ratio as 7.12.2.1 and therefore does not need to be shown on calculations. Walls more than 10 inches thick require two layers of reinforcement. The pool walls are 9 inches thick. I believe that addresses any potential concerns detailed in the calculations and should not be any issues with these sections of ACI 318. If there are any questions,please contact me. Sincerely, Wayne Markham Bennett, P.E. Professional Engineer* PE 57216 wmbennettpe@gtnail.com (954) 818-3825