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EL-15-1575 tL - 57 :: as sof Miami Shores Village ,� ` Pjot 10050114.E.2nd Avenu NE VStk� strr P+ Miami Shores,FL 3313 0000 Fo 19 Phone: (305)795 2 04 u, p1 , ; Expiration: 02/20/2016 Project Address Parcel Number Applicant 950 NE 95 Street 1132050070120 Miami Shores, FL 33138- Block: Lot: EDUARDO VERA Owner Information Address Phone Cell EDUARDO VERA 950 NE 95 Street MIAMI SHORES FL 33138- kj Contractor(s) Phone Cell Phone Valuation: $ 2,000.00 YORK ELECTRICAL CONTRACTOR C (305)962-0759 Total Sq Feet: 0 Type of Work:ELECTRICAL WORK FOR POOL Available Inspections: Additional Info: Inspection Type: Classification:Residential Final Scanning:1 Light Niche Bonding Review Electrical Alarms Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# EL-5-15-56106 DBPR Fee $2.00 08/19/2015 Credit Card $ 110.20 $0.00 DCA Fee $2.00 Education Surcharge $0.40 Permit Fee-Additions/Alterations $100.00 Scanning Fee $3.00 Technology Fee $1.60 Total: $110.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing inform ion is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the kabove ed r to do the work stated. August 24, 2015 Authorized Signature:Owner / Appli nt / Contractor / Agent ate Building Department Co ply August 24,2015 1 4 p iami Shores Village CRT y o Building Department Ju 5 2015 1 050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2"01 BUILDING Master Permit No..R t (t) t PERMIT APPLICATION sub Permit No. 1-1� ❑BUILDING 0 ELECTRIC Q ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING F-1 MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: !�rj . City: Miami Shores County: Miami Dade zip: .33 3 Folio/Parcel#: I `'' C ) Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:- OWNER:Name(Fee Simple Titleholder): Phone#: Address: 9.50 q5 54 City: l r�O.AI cJ{�(�I/Q State: rL —Zip:..—, Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:cork q LCC4Y 0: ,� w��aG4OC Phone#: 305 -9 Le2-Q�5--N*Address: 10 0 *4 \ S � ( ?O q Gc e2 -u^-%4 ?-.g Ci = �a 6-,-C -4 Zip: 3 3 t S�- ty: State: Qualifier Name: To fA- S Phone#: WS - 551_ 210CP State Certification or Registration#: FC Certificate of Competency#: DESIGNER:Architect/Engineer: b EE UU34-LPhone#: �- Address: 1 5L"3 ``v)�C- City: LA l o,-*,i State: f( Zip: ��19V LJT Value of Work for this Permit:$ V Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alt ration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 4-cs U Specify color of color thru tile: Submittal Fee$ Perrhit Fee$ CCF$ CO/CC$ Scanning Fee$ Radoln Fee$ DBPR$ Notary$ Technology Fee$ TraininglEducation Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) a Bonding Company's Name(if applicable) R y Bonding Company's Address ►l� f� City State Zip Mortgage Lender's Name(if applicable) Pt Mortgage Lender's Address Pt 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature a J. Signature NER or AGENT NTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this J_Lt day of J :� by �Z` —day of �y R- ,20 1 by �- ►ao��® e oL,who is rsonally k n who is ers��as me or who has produced as me or who has produced T 4'W � "32 identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: r Sign: 1- Sign: Print: 2 ��tt Print: 019058 Seal: =$' �GOMMISSIOPd#FF Seal: cam: � ESPIRES: MAY 19,2017 ` 6 Helm!�FFO19058 � W vW.A.A.R0NN0TARY.c�n .•`,oa r P eL' ssemi� pen As ODMMISSION : & EXPIRES: MAY 19.2017 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 4 � � 0 3 r Dw•ER a gam». i Local Miami-Dade Cau ty, s taate of 6rida TWs 9S'NOTAIL -00 NOT PAY 5118542 WnMiWT PMX EXPIRES H ECTWCkL Comudm CORP SEt�' 30. 2015 Ifs?I S�1�6 Sr 75 I � ' � act ofi�sere�,ss -UMPL'33165 W CWrrtq Ccs Ch8PW8A—ArL9&10 SM T"M of Busnaw RECEMM YOtdICBECIRFC�4l.00NTRAa0tCW 5 + ICAI CM BY TAX Vis) 1 PS-00 08J03M14 CREDiTCARD-131146 7WS1=ef T1ft e�y' �&eimTax Bre isasta floeum Id,via peLc►ra � w�e0app�tes� -y lie ii mw1in Goa8 - PsdaSec�-�S P�saare'' v RICK STT,GOVERNOR KEN LAWMN,SEGREEARY STATE OF FLORIDA DE��R OF BUSINESS AND PROFESSIONAL REGULATION CTRICAL CONTRACTORS LICENSING BOARD :tri_ ` a JWV MEN EC The ELECTRICAL CONTRACTOR Named below IS CERTIFIED Under fie proms of Chapter 489 FS. Expiration date: AUG 31,2016 TORRES,LORENZO YORK ELECTRICAL CONTRACTOR CORP 14256 SW 183RD TERRACE MIAMI FL 33977 MUM 0"2rAU DISPLAY AS REQUIRED BY LAW SW# 9141151 5W Frow 0entrust 305 444 8501 06/25/2015 11:15 #298 P.002/002 a ACORO" YORMLE-01 SGONZALEZ CERTIFICATE OF LIABILITY INSURANCEDATE(MMODIY M 612412015 THIS CERTIFICATE IS ISSUED AS A TTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMA Y OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSU CE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATNE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT; If the cate holder is an ADDITIONAL INSURED,the PORcyties)must be endorsed. N SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorseme s. PPAMCwt enTrust ` Chrystal Martinez 701 wast AIB LLC �`�305�444-SM SuiteWaterford Way No 30 4448501 Suite 300 --.._.__ Mhaml,FL 331284682 D u18 AFFORDING COVERAGE l NC$ MSURED omamA:The Travelers Indemnity CompanyCOMpany 25658 York Electrical Contractor Corp ROURERe:Normand Insurance Company 13012 10871 SW 188 Street u1sUREa c Unit 25 MISURER 0: Miami,FL 33137 DUIURBR E: COVERAGESINSURER P CERTIF CATE NUMBER: REVISION NUMBER: THIS 15 TO CERTIFY THAT THE POLICIES (IF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOL IREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLIC EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN IES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, REDUCED BY PAID CLAIMS, L MK OF 1N8URANCE POLICY NUMBER A X commmCIAL GENERAL LIABILITY Lams r•,e.�....srtrnuc a EACH OCCURRENCE OCCUR 6604D446488 $ 1,000,00 07116!2014 0711ftci5 PREM $ 300,00 01 MED EXP are vreesa+) $ 5,00 AGGREGATE PERSONAL B AM MURY $ .000,0001 GEM CtREOATEppL��nN��ff APPLIES PEI oENERALAtiOREl3ATE s 2,000,0 X POs'❑JECT El LOC OTHER PRODUCTS-COMP/OPAGG s 2,000,00 AUTOMOBILE LMBS n Y $ ANYAuro unn $ M AUTOS SCHEDULED BODILY RJURY(Per pe m) $ HIRED AUTOS MaMIED BODILY INJURY(Per=dmr,y $ P c�dJ i UMBAIELLA I'An OCCUR i EXCEBs LIAR CLAIMS MADE EACH OCCURRENCE $ DED RETENTIOPI S ACaOREOATE $ VVORK�C�ENSATION $ AND EMPLOYERS LIABILITY STATUTE B ANYPROPr TOR EXCLUDED? CUT'vE YIN NHFL0015442015 07/22/2015 07/2712018 : yyeeaaInfflq EXCLUDED? N/A E.L.EEACH ACCIDENT $ 1,000, DESCRIPTION of TIONS below E L DISEASE-EA EMPLOYE $ 1,000,0 E L DISEASE•POLICY LJMIT S 11000,000 DESCRIPTION OP OPMA79M I LOCAL I VEMCL"(ACORD 111,AWlBlo�ml RameA:s 8cbadule.m"be sw apae�b License Number.EC13005858 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Attn:Building Department ACCORDANCE WITH THE POUCY PROVISIONS. 10050 NE 2nd Avenue Miami Shores,FL 33138 AutHO=D R6RESENTATW ACORD 25014/01 ®1988 2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD , f . ,SNxcoRFS' v Village sAP Miami hores Building Department 10050 N.E.2nd Avenue �IORiDA Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL,SPA AND HOT TUB SAFETY ACT I (We) acknowledga'that a new swimming pool, spa or hot tub will a constructed or Installed at �O �lJi A5 Sr -j4cpm►9nD(( 1;- -. ami Shores, FL, and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statues and the Florida Building Code R4101.17. Please initial the methods)to be used: The pool will be equipped with an approved safety pool cover that comp lies with ASTM F1346-91.(Submit Manufacturer's Specifications). I'll, , A continuous,one-piece(child)barrier meeting the requirements of Florida Building Code R4101.17.1.15 will protect the pool perimeter.The plans shall show the fence location and method of attachment,including one end that shall not be removable without the aid of tools.(Submit Manufacturer's Specifications). A combination of non-dwelling walls and fences(screen enclosure,child fence,masonry fence walls,chain link or wood fence,etc.)will protect t he pool perimeter.The plans must specify t he type and location of all non dwelling walls.Florida Building Code,R4101.17.1 •••• . . .... ...... Any combination of protection which incorporates dwelling walls with opt3r ma;directly,;;�ttr • pool perimeter and all windows and doors will be equipped with exit alarms complyingmitt�Flerida Buildinj ••"" Code, R4101.17.1.9(Submit Manufacturer's Specifications). •""' %•••• ..... Any combination of protection which incorporates dwelling walls with operlinggdireefirinto the • pool perimeter and all doors will be equipped with a self-latching device with positive nT atikal •• • latching/locking installed a min.54"above the threshold. If this option is selected,subj j p[;p;showing all• • types and location of all perimeter protection.The plans must also show the location a0d tf of all . •••• • openings,and the hardware type for each location.(Submit Manufacturer's Specifications)..• ••• • '000 . • In accordance with the Code,the pool may not be filled with water without compliance with tFie•• Private Swimming Pool Safety Requirements,and upon expiration of the permit,the pool shall be presumed to be unsafe.I understand that not having one of the above installed will constitute a violation of Chapter 515, F.S.,an d will be considered as committing a misdemeanor of the second degree,punishable as provided In Section 775.062 or Section 775.083 F.S.This form must be signed by the own dagent an the prime contractor. CONTRACTOR'S SIGNATURE AND DATE N 'S ftflATURE AND DATE CONTRAMYP��i LESE PRI 4 OWN ' NAME PLEASE PRINT) rS l ia cele aanon . G NOTARY PUBLIC.e`' ?'a pcPiRES: :I�AY 19,201 ?,, °S Www,AARONINOTARYx= ° �,..,,,�°,,,,°°°° MI!4SV.AARONNOTARY.mn ♦�9�'Kc.t�S G goal Miami shores Village may` Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SWIMMING POOL OWNER'S CERTIFICATION Date_ 1 an I`) Miami Shores Village • Building &Zoning Department Attention: Building Official I certify that I am the legal owner of the property described as CW kg0 nr ae� �-�� , located at `i50 KK 9 - t LShr�re.S FL �3 •••• 13.x_. • . . .... ...... In accordance with Section 33-12(fl, Code of Metropolitan Dade Countyftertify that I understand and agree that the swimming pool to be constructed at the abddre*eermot :....' ...* be used or filled with water until separate permit has been obtained for an""" "" •""• �pptoved saf2tyt ••••;• barrier, and such barrier erected, inspected and approved. •' . . . . ...... ...... 1 further understand that this certification, however, does not eliminate the need fbf '' • obtaining a permit and erecting and approved barrier prior to final inspection and use of the pool. Legal Owner Note: This certification Is to be submitted with a swimming pool permit application in duplicate. r OMEN „„, Miami shores Village Ems d Building Department 0R1 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE KNOW ALL MEN BY THESE PRESENTS: WHEREAS,the undersigned t d vcurc)0 \les c, is/are the fee simple owner(s)of the following described property situated and being in Miami Shores Village,Florida: Address: 015() KX 95 S-r . 1.-1°r aa►i YIQc 5 XG Whereas,the undersigned owner(s) desire to utilize said Lot(s)as a single building site,and the undersigned owner(s)do(es)hereby declare and agree as follows: I. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami-Dade County now in effect or hereinafter enacted. II. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for a pool where the required enclosure is not on the subject property where the pool is located. III. That if any of our adjoining neighbors remove any portion of their fence or wall,or if our/my property shall fail to meet code requirements for pool barriers,we,as owners will immediately install a protective enclosure to meet code requirements and will obtain a permit for such fence. IV. That,I/we,as owners)hold Miami Shores Village harmless for any negligence or injury that results fojn0ryot having the enclosure. 6 0 V. If enclosure belongs to said property,I agree to maintain&or replace said enclosuj�in tbtoevent thari's e' 6 6 6 0�s damaged or removed by any case. •• • ••• • • 968.06 .. goes:. NOW,THEREOF,for goad and valuable consideration,the undersigned do(es)hereby declart fhS M'tblshe will not ' convey or cause to be conveyed the title to the above property without requiring the successor in title to a�RJe B f gll terms',apd 6:0 0 conditions set forth herein. ..6.. 9 9608.. 666•9 se... FURTHER,the undersigned declare(s)that this covenant is intended and shall constitute a reskJvrcovenant •• • ”"0 concerning the use,enjoyment and title to the above property and shall constitute a covenant running wittwtii®lewd and shall bd' •0 binding upon the undersigned,his/her successors and assigns and may only be released by Miami Shores VIlagetor its �.. • 000000 '000' successors,in a wdance of said Village then in effect. 0 0 0 000 0 ER RINT � vq OWNER SING&PRINT I H reby Certify that on this day personally appeared before me E111 LI—ac Veno- and has produced ID # 17-L1 O<14-�I�l-P9 as identification and he/she acknowledge that he/she executed the foregoing,freely and voluntarily, for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this !�j: day of Jurxt42015 NOTARY I (Revised 05/2209 ° PIRES: A ,2017 tYWWAARONNOTAItY r , STATE OF FLORIDA PERMIT # DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM EXISTING SYSTEM AND SYSTEM REPAIR EVALUATION •��a we `d• APPLICANT: �--�(.la�� Vera CONTRACTOR / AGENT: I l f- C-1 s. 122"1 LOT: BLOCK: l SUBDIV: ��-- . O CCDyf- LDS " ID#: l ✓2O S C>0-7-0I y� TO BE COMPLETED BY FLORIDA REGISTERED ENGINEER, DEPARTMENT EMPLOYEE, SEPTIC TANK CONTRACTOR OR OTHER CERTIFIED PERSON. SIGN AND SEAL ALL SUBMITTED DOCUMENTS. COMPLETE ALL APPLICABLE ITEMS. COMPLETE TANK CERTIFICATION BELOW OR NOTE IN REMARKS WHY THE TANKS CANNOT BE CERTIFIED. EXISTING TANK INFORMATION [ 00 ] GALLON IC /GPD ATU LEGEND: " MATERIAL: C0Y1C1e4`"" :(j�)/ N] [ ] GALLONS SEPTIC TANK/GPD ATU LEGEND: MATERIAL: BAFFLED: [Y / N] [ ] GALLONS GREASE INTERCEPTOR LEGEND: MATERIAL: I ] GALLONS DOSING TANK LEGEND: MATERIAL: n # PUMPS. [ ] I CERTIFY THAT THE LISTED TANKS WERE PUMPED ON I 0/ ^BY \ l� �S U T"Sa+Se)±,' AVE THE VOLUMES SPECIFIED AS DETERMINED Z IMENSIO FILLING / LEGEND ] , ARE FREE OF OBSERVABLE DEFECTS OR LEAKS Y HAVE A EFLE OUTLET FILTEL DE ICE ] INSTALLED. Jis- SIGNATURE OF LICENSE_D-ZONTRACTOR BUSINESS NAME DATLO EXISTING DRAINFIELD INFORMATION �7 [ �C)O ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM NO. OF TRENCHES [ ] DIMENSIONS: ✓--�X 2� [ ] SQUARE FEET SYSTEM NO. OF TRENCHES [ ] DIMENSIONS: X TYPE OF SYSTEM: [�(I ] STANDARD [ ] FILLED [ ] MOUND [ ] CONFIGURATION: [( ] TRENCH [�] BED [ ] DESIGN: [ ] HEADER [ ] D-BOX GRAVITY SYSTEM [ ] DOSED SYSTEM ELEVATION OF BOTTCOF DRASNFIELD IN RELATION TO EXISTING GRADE INCHES [ ABOVE SYSTEM FAILURE AND REPAIR INFORMATION 0000 • • 0000 •0000• SYSTEM INSTALLATION DATE TYPE OF WASTE TAI DO&MA17C ;••] COMMERCZAL [ 660 ] GPD ESTIMATED SEWAGE FLOW BASED ON [ ] METERED WATER {• j•$ABLE 1�•%4E-66,••AG • 0000 • • • SITE [ ] DRAINAGE STRUCTURES [ ] POOL [ ] PATIO / DECK PARK�NG0 :0900: CONDITIONS: [ ] SLOPING PROPERTY [ ] ••• • 0000• •••••• 0000• NATURE OF • • 900:06 [ ] RAULIC O RLOAD [ ] SOILS ] MAINTE t• 10 SYSTE .•D ?AGE •••••• FAILURE: [ YIRA.INAGE / R O [ ] ROOT ] WATER TAB � � � • •• •• 000.0• FAILURE [ EGE ON GR, [ ] TANK [ ] D BOX/ ER {•�•] 'DRA MELD 000 :6006: SYMPTOM: [ ] PLUMBING BA [ ] • • • REMARKS/ADDITIONAL CRITERIA -'Dk 'M eN,5)C>x-is l*ba&SUBMITTED BY: TITLE/LICENSE oc 1 r„)��j DATE: DH 4015, 08/09 (obsol.etes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 4 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT Permit Application Number ---- --------- ----- --------- PART II -SITEPLAN --------------------- ---- -- Scale: Each block re resents 10 feet and 1 inch = 40 feet. MIT o n 1 41 l Ct i� (�d 00 . 00 ` • • • There are no pertinent features on adjacent properties and or across the street that may affect the New$,jatjc systery installation. •••• Notes: _ 0000 0 ..... 00:90: 000:00 0000* kl 'lila SSP -tr_ �LT� V�q �0�+�k'%a Q`� 00 0000.• • . . . 0 Site Plan submitted by: ..C. f . . Plan Approved Not Approved Date �- I ►�✓ By County Health Department ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT DH 4015,10/96(Replaces H RS-H Form 4016 which may be used) Page 2 of 4 (Stock Number: 5744-002-4015-6) 1 FLO A ENGINEERING & TESTING, INC. Phone: (866) 781-6889•Fax: (866) 784-8550 mw.floridaengineeringandtesting.com 250 S.W.13'h Avenue ♦� Pompano Beach,FL 33069 REPORT OF GEOTECHNICAL EXPLORATION FOR: Eduardo Vera 950 N.E. 95th Street Miami Shores, Florida PREPARED FOR: Proposed Swimming Pool 950 N.E. 95th Street Miami Shores, Florida PREPARED BY: sees . . .e.. Florida Engineering & Testing, Inc. '00 .0 ... . 250 S.W. 13t Avenue 00•:00 ..• 0.9000 sees.. Pompano Beach, Florida 33069 a e.. .e.0% :••••: . . (954) 781-6889 0••• ...•• se:ess 6e06 00000 .. .. 00 0 .0000.0 sees.. . . . . . . . sees.. ON: 000.:. . s :ssso: 00 . 0 ... . March 13, 2015 Qualify ® '.Amrance TABLE OF CONTENTS I.) DISCLAIlVIER H.) COVER LETTER • SOIL STRATAS • WATER LEVELS • FOUNDATION RECOMMENDATIONS III.) STANDARD (DYNAMIC CONE) PENETRATION LOG(S) IV.) FIELD SKETCH V.) MAP OF SUBJECT SITE VI.) GENERAL NOTES • KEY CLASSIFICATIONS & SYMBOLS VII.) LIMITATIONS OF LIABILITY DISCLAIMER Our report findings are based on present onsite soil conditions encountered. It is imperative that you read our reports in their entirety and follow all recommendations as listed. Failure to follow our recommendations, may result in delays and additional costs due to permitting agencies �DvMding . .... 0000.. Department,etc.)withholding a Certificate of Occupancy for your proposed structA ; ••• •• 000.00 .. 0000.. All recommendations shall be followed in order to receive a final certification, whicY may include but .... not be limited to density testing per lift of fill material, demucking verifications, pili'n'g inspections•In ••••• . . 0000.. 0000 0000. addition, these reports are for foundation analysis only and shall not be used for exoavaAg, bAiAlig, •••••• 0000.. or pricing estimates. . . . . ...... 0000.. . . 0000.. Please schedule us at least 24 hours in advance for all tests and inspections. If you choasvto gse • another engineering firm for further testing and inspections, it is your responsibility to ensure that they provide you0 with the proper certification in writing,as outlined in our report. FLO A ENGINEERING & TESTING, INC. Phone: (866)781-6889 Wax: (866) 784-8550 wfifi tloridaengineeringandtesting.com 250 S.W.13'h Avenue Pompano Beach,FL 33069 March 13,2015 Job Order No.: 15-919 Eduardo Vera 950 N.E. 95"Street Miami Shores,Florida RE: SUBSOIL INVESTIGATION Proposed Swimming Pool 950 N.E. 95th Street Miami Shores,Florida Dear Sir or Madam; Pursuant to your request, Florida Engineering&Testing, Inc., has completed a subsoil investigation on March 12, 2015, at the above referenced site. The purpose of our investigation was to verify subsoil conditions relative to the proposed structure(s) foundation preparation and design. Our recommendations are based on the assumption that the proposed structure(s) are as follows: a standard size gunite swimming pool. One(1) SPT boring was performed according to ASTM D-1586 down to a depth of twenty-five feet (25') below existing ground level (BEGL) (see attached field sketch for locations). The following is a general condition for the subject site: Depth From To Soil Descriptions 010" - 210" Dark Brown Fine Sand 21011 - 490" Light Gray Fine Sand see. 410" -10'0" Light Brown Fine Sand with SoiUgtbnestp�e tj-agment*l:• 1010" -15'0" Tan Fine Sand and Limestone 1�:I rents •• 0000:0 15'0" -25'0" Tan Limestone with Some Sand •..• :••••: e .some. sees • :.so* ...... .... ....... Groundwater table elevation was measured immediately at the completion okh&boring•and•was s•s.r found at a depth of three feet(3'0") BEGL. Fluctuation in water levels should:15C 2Mcipated•due to e, surface runoff, tidal influences, seasonal variations, varying ground elgvatig;, coition :"o �• dewatering and pumping activities in the area. Site contractor must familiarize Wnlselves with site :**0*: conditions in the event groundwater controls and dewatering is needed. The contractor skf rtiake sure that groundwater levels on adjacent properties are not affected by the contractors dewatering activities. Specialty groundwater contractors shall be consulted for all work below the groundwater level. -Page 2 . March 13,2015 Job Order No.15-919 FLO A Eduardo Vera Proposed Swimming Pool 950 N.E.95'h Street,Miami Shores,Florida: The boring log attached presents a detailed description of the soils encountered at the test location. The soil stratification shown on the boring log is based on the examination of the recovered soil samples and interpretation of the driller's field log. It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil types may be gradual. Based on our understanding of the proposed structure and the information obtained from our field boring log; we recommend the following procedures for foundation preparation: 1) Locate, dewater, and excavate pool or spa area plus two feet(2)past the outer perimeter of the structure down to pool or spa bottom elevation. 2) All excavations shall maintain a minimum of 2 horizontal to 1 vertical (2:1) next to all foundations to prevent undermining of the existing foundations. If the required slope recommendations cannot be maintained, then shoring of the existing foundations may be required to prevent undermining. 3) Compact the excavated area with a heavy self-propelled vibratory roller to a minimum of 95%of the A.S.T.M. D-1557 modified proctor method. 4) Backfill to proper pool bottom elevation if needed using a clean granular material placed in lifts not to exceed twelve inches(12") in thickness and compacted as per item 3. 5) Care should be taken when using vibration in case of existing structures in the vicinity of the construction area. If vibration cannot be used for compaction, static compaction may be applied. However, in this case, the compacted layers should not exceed six inches (6") in thickness. 6) All construction fill material shall be clean granular soil, free of organics•sp-elher deleterious material, and shall contain no more than ten percent fines"passim,•at-U.S. 0009:* Standard No. 200 sieve (0.075mm). In order to ensure that the soils A#,t.,bottom of-.the ... ,;• pool are stabilized we recommend that a six-inch (6") layer of D.aT.:47 stone-to be • placed at the bottom of the pool foundation. "***a,, • •e•• • eeeee cce•• eee• Representative samples of the on-site and proposed fill material sho>*elvO collcce•teege• e Ind e e e•. tested to determine the classification and compaction characteristics. e • e • e••eee e•e•ee 8) Verify all densification procedures by taking an adequate number of Apld ltnsity.tgjs in ;••••; each layer of compacted material. This must be scheduled before steel placefibea't.: If steel is already in-place, it must be removed from all areas to be tested prior to performing densities. 9) All Geotechnical work shall be performed under the supervision of a Geotechnical Engineer or his representative. Page 3 March 13,2015 Job Order No. 15-919• Eduardo Vera FLORIOA Proposed Swimming Pool 950 N.E.95`h Street,Miami Shores,Florida: Provided the above foundation recommendations are achieved and verified; it is our opinion that the proposed structure can be designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 2,000 P.S.F. Bearing capacity certification requires satisfactory completion and verification of all ' the above foundation recommendations. If applicable, provisions shall be made by the architect, engineer of record and contractor to address differential settlements when tying in new to existing structures. If applicable, the seawall structure should be inspected to verify the structural integrity and prevent undermining due to the piling installation or excavation operations. Regardless of the thoroughness of a Geotechnical exploration there is always a possibility that conditions may be different from those of the test location;therefore Florida Engineering&Testing, Inc., does not guarantee any subsoil condition surrounding the bore test hole. For a more accurate portrayal of subsurface conditions,the site contractor should perform test pits. The discovery of any site or subsurface conditions during construction which substantially deviate from the information in our subsoil investigation should be reported to us immediately for our evaluation. In accepting this report the client understands that all data from this soil boring report is intended for foundation analysis only and is not to be used for excavating, backfilling, or pricing estimates. The site contractor must familiarize themselves with the job site conditions prior to bidding. As mutual protection to clients, the public, and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions, or extracts from or regarding our reports is reserved pending our written approval. All work must be conducted under the supervision of our Geotechnical engineer. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal, State, County and City rules and Regulations. . 0 0000 0000.. Florida Engineering&Testing, Inc., appreciates the opportunity to be of service 4 you auris phase of your project. If you have any questions or comments,please give us a call.*V&Would be Qreased :" 0 .. to help any way we can. It has been a pleasure working with you and look forw�000io doing so in the :6.00; near future. '0000 0 :'000 0 06.06. 6966 0000. .. .. 60 Sincerely, ' ' :400:0 000... 666666 . . 666066 .. 0000 Reza Javidan,P.E. Florida Engineering&Testing,Inc. Florida Reg.No. 60223 Certificate of Authorization No. 6923 SPT Test Boring Report Client: Eduardo Vera Hole No: B-1 Project: Proposed Swimminiz Pool Date: 3/12/15 Address: 950 N.E. 95th Street Miami Shores, Florida Location: See Attached Field Sketch Depth r N Penetration "N" Value (Ft) Soil Descriptions Blows10 20 30 40 _ 0'-2' 5 5 Dark Brown Fine Sand 4 4 9 21 '4v 4 5 Light Gray Fine Sand 5 5 10 _ 6 8 810. 16. 4' - 10' Light Brown Fine Sand 910 with Some Limestone Fragments 1112 21 _ 10 8 10 9 8 17 10' - 15' Tan Fine Sand and — A Limestone Fragments -- -' _ 8 9 910 18 -- -- A 121022 •• ...... 20 151 -251 • Tan Limestone with Some Sand -- - ...... -- -- A 11 12 25 • 1312 •••••• 30 Water Level: 3'0" BEGL As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients, and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Reza avidan,P.E. A=Auger Florida Engineering& Testing,Inc. Ref=Refusal Florida Reg.No.60223 BEGL=Below Existing Ground Level Certificate of Authorization No. 6923 0=Weight of Hammer A 95th STNET ! _ _ Pb1!e.v i 4.5 I i�c,1W� ._ w 11AY CLi f.: i a� Ch"�Y ; I 211 anWily i d 0000 • • LL: �_� • • 0000 0000• I • • � � 4 0000•• •• 0000• 0000•• • • •� � 00000000• • • 0000•• p •••• • 0000 3 ••0000•• • • 0000 0000 p •• •• • •0.0• i 0000•• • $S • • • • •••t• • • • 00.0• •• 0 0 Goo • Field Sketch Not to Scale 950 N.E. 95'-fi Street Miami Shores,Florida rrmt-maps rage t ui 1 bIdlg L Maps Carol Ci Sunny isles 950 NE 95th St, Miami Shores, FL 33138 uunchepack�� _ dpa,Locka" Proposed Swimming Pool .�. 950 N.E. 95th Street i , r' EIay Harbor Miami Shores, Florida ( Biscayne Park Islands Miami SFr ` J 6 4R On the go?Use mbing.com to find maps, � ��r�p� ��a � �� ti directions,businesses,and more 'ah .9 �5E F'� gg rl y�lltit� ��.:y C ".'(:+s. 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F '` t k�+: k` x ` • '{ �' NE 95th St 1"fin" r�� y e� v +� •••••• C!i r NE9$thSt • 4r• �tx • • •••••• to ye �� 2 �y�r l� 1rgR .�yr• s • • 4th St Z 41* NE 93rd St ,�f • • - t ••••• 3rd 5t > � `�' f"� "s� � � x 'w •, • �- j NE 92nd St •+ NE 21 d 5t i #x • r• •••••• x, iia ifa r NE 92nd St f f' NE 91st Terrace b F*1 •° •• St St f.Qk1/ d �x.xiNr,x NE 90th St v___ ' * • • • S NE 90th St `.: . .... m �' NE 89th 5t NE 84tft 4 } Mdntosh r; NE 88th St Academy inc NE 88th St NE 87th St to NE 87th St 7111 St IR , NE 86th 5t rn NE 86th St �8$FhS f F StNE 85th St rw �� rF9 �4 'C�. a} s � � va C St � � Z POE 84th 5t z � ASt rr+ � gra a T l tv bang NE Bard St ti NE Bard SC k S h 2015 Mi o otf",Gdu http://www.bing.com/maps/print.aspx?mkt=en-us&z=15&s=r&cp=25.862572,-80.177643... 3/13/2015 F GENERAL NOTES • Soil boring(s) on unmarked vacant property or existing structure(s) to be demolished should be considered preliminary with further boring(s)to be performed after building pad(s)are staked out. • As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. • It is not our field inspector's responsibility to supervise, schedule, or stop any phase of the project. His/her responsibility is limited by the duties stated in the contract. • It is the client's responsibility to provide adequate safety for the site and personnel. KEY CLASSIFICATIONS & SYMBOLS Correlation of Penetration Resistance Particle Size with Relative Density and Consistency Boulder >12in Dynamic Cone Standard Cobble 3-12in Penetrometer Penetration Gravel 4.76mm-3in Relative Sand 0.074mm-4.76mm (Penetrometer (Hammer DensitySilt 0.005mm-0.074mm Resistance) Blows Clay <0.005mm 0- 10 0- 3 Very Loose 10- 25 3- 8 Loose Sands 25- 45 8-15 Firm Modifiers r•.. 45- 75 15-25 Very Firm • .... ...... 75-120 25-40 Dense 0-5% S"lightfy Silty/.Clayy . >120 >40 Very Dense 5-30% SMIX?layey .. ...... 30-50% 'tt"lty/Clayty ;, • 0- 6 0- 2 Very Soft 0- 2% xy,§�light fi race Silts 6- 15 2- 5 Soft 2- 5% $UkUTracd..• ..... & 15- 30 5- 10 Firm 5-10% Trace. r .• Clay 30- 45 10-15 Stiff 10- 15% Little: ��•�• so**:* 45- 90 15-30 Very Stiff 15-30% Son;d. ; r 90- 150 30-50 Hard >30% With ° .' • Rock Hardness Description Soft Rock core crumbles when handled. Medium Can break core with your hands. Moderately Hard Thin edges of rock core can be broken with fingers. Hard Thin edges of rock core cannot be broken with forgers. Very Hard Rock core rings when struck with a hammer. rb . FUORMA LIMITATIONS OF LIABILITY WARRANTY We warrant that the services performed by Florida ANALYSIS AND RECOMMENDATIONS Engineering and Testing, Inc., are conducted in a manner consistent with the level of skill and care ordinarily The Geotechnical report is prepared primarily to aid in the exercised by members of the profession currently practicing design of site work and structural foundations. Although the under similar conditions. No other warranties, expressed or information in the report is expected to be sufficient for implied, are made. While the services of Florida these purposes, it is not intended to determine the cost of Engineering & Testing, Inc., are an integral and valuable construction or to stand alone as construction specifications. part of the design and construction process, we do not In accepting this report the client understands that all data warrant, guarantee, or insure the quality or completeness of from the soil boring is intended for foundation analysis only services or satisfactory performance provided by other and is not to be used for excavating, backfilling or pricing members of the construction process and/or the construction estimates. The site contractor must familiarize themselves plans and specifications which we have not prepared,nor the with the job site conditions. ultimate performance of building site materials. As mutual protection to clients,the public and ourselves,all Report recommendations are based primarily on data from test borings made at the locations shown on the test boring reports are submitted as the confidential property of clients, reports. Soil variations may exist between borings and may and authorization for publication of statements, conclusions not become evident until construction. If variations are then or extracts from or regarding our reports is reserved pending noted, Florida Engineering & Testing, Inc., should be our written approval. contacted so that field conditions can be examined and recommendations revised if necessary. SUBSURFACE EXPLORATION The Geotechnical report states our understanding as to the Subsurface exploration is normally accomplished by test location, dimensions,and structural features proposed of the borings. The soil boring log includes sampling information, site. Any significant changes in the nature, design, or description of the materials recovered, approximate depths location of the site improvements must be communicated to of boundaries between soil and rock strata and groundwater Florida Engineering&Testing,Inc„so that the Geotechnical data. The log represents conditions specifically at the analysis, conclusions, and recommendations can be location and time the boring was made. The boundaries appropriately adjusted. between different soil strata are indicated at specific depths; however,these depths are in fact approximate and dependent CONSTRUCTI01%O$$ERV?JTJbNS upon the frequency of sampling. The transitions between . . . ....•• soil stratum are often gradual. Water level readings are Construction observation and testing is an iYeartait element'. made at the time the boring was performed and can change of Geotechnical services. Thee,VeV vechnical Engineer's AW with time, precipitation, canal levels, local well drawdown, Representative (Field Rep.) is.Me.'owner's representalva'.. and other factors. observing the work of the colgWjar, perltm**i tests, and Regardless of the thoroughness reporting data from such Wt%.�gd obsglyllons. �hem . g ghness of a Geotechnical Geotechnical Engineer's Field.9ft Aentati%Ae:not del cit.• exploration there is always a possibility that conditions may the contractor's construction sw"t,.methods, gpemtions, or,• be different from those of the test locations; therefore personnel. The Field Rep; dots:not isterfege with.�;. Florida Engineering&Testing, Inc., does not guarantee any e . relationship between the owner -and th.�.colftctor,. d . except as an observer, does subsoil condition surrounding the bore test holes. Fora nett�iee.ome a sub�stitute o,"8?*:an more accurate portrayal of subsurface conditions, the site on contractor should perform tests pits. If different conditions site. The Field Rep. is only collectvs� dada for our E are encountered, Florida Engineering & Testing, Inc., shall Engineer to review. be notified to review the findings and make any The Field Rep. is responsible for his/her safety only,but has recommendations as needed. no responsibility for the safety of other personnel and/or the general public at the site. If the Field Rep.does not feel that LABORATORY AND FIELD TESTS the site is offering a safe environment for him/her,the Field Rep.will stop his/her observation/testing until he/she deems Tests are performed in accordance with specific ASTM the site is safe. The Field Rep. is an important member of a Standards unless otherwise indicated. All criteria included team whose responsibility is to observe the test and work in a given ASTM Standard are not always required and being done and report to the owner whether that work is performed. Each test report indicates the measurements and being carried out in general conformance with the plans and determinations actually made. specifications. 4 -LIFE SAVER POOL FENCE SYSTEM SPECIFICATIONS General Description: Pool fence d WWd specc&caUy to provide a barrier around residential s,i ng pools for toddlers and young ch>Zdren. Life Saver Pool Fence Systems®does not have any gaps, Openutgs, indentations,Protrusions,or strtuttnal components that could allow a young child to crawl under, squeeze tbrough,or climb over the barrier. Our exclusive Perma Locking System will Dot allow the battier to.be removed wi ftut the aid of tools. Life Saver Pool fence is manufactured and installed in compliance with the Florida Bmlft Code 424.2.17.11 through 424.2.17.1.1-14, and the Florida Statute 515.29_ System: Tension baste system utilizing a series of 15 foot sections of fence with inserts for mounting in non-conducting P0bTrOPYkW sleeves core dri1W 4 inches deep into a concrete deck or other substantial surface, the.fiance is placed no less then 20" from the waters edge,connected in series at tha top with our exclusive 21/2 inch Perms Locking System. Construction: Mesh: Polyester mesh fabric with%%visibility and=klew resistant polyvinyl coatmg to provide for years of use in direct sunlight. Contilmus basket weave with a tense strength rating of 270 lbs. Per inch it impossible to rip under normal use. B Color selection is black, white or green. Available in 48 or 60 ioach heights. Bordered on all flour sides by a rek rced vinyh serial with a rating of 387 lbs, to Pry sag&g and provide the necessary tension to insure the&=Is integrity for its intended purpose both at the top and bottom. The mesh is pre-mounted on marine Wade,, ahank m poles and secured by alu nine a cove molding strips. Pols: Poles are constructed of marine grade ahuninum, blac .k,white or green powder coated or silver finish, Pole eking is optional at either 30 or 36 rhes. Stainless steel screws(14)are utilized for securely attaching the alu nimmt cove...... mo to the poles and mesL . *see Surface of the popes are fioWhed for handling •••••• •• •••••• contest. and to Prevent injuries�physical . 0000.. 0000 0000.. 0000 . 0000. T w poles are upped to provide a neat finisbed mmarance. ••:••: ••:• ••:••• 00 00 .0 . 0000.. ...... 0 69 . . 0 . 00000 0 0000.. 0 . . .0000. .. . 0 ... . fit -L ESAVER POOL FENCE 0M M-2937 Rein breed 1"Alt eft m Pok Life Saver Pool Fence uses Reinforced 6063T6 1"Aluminum Polea sp we no MM than 36"apart.Mesh is swund to the pole via an m msinam cove molding using roundhead no Vowr than 6". The temper rating of T6 scorm the highest tensile strength(30 ksi)within the 6063 alloy classification. On July 10,2003,Life Saver Pool Fence Systems,hm conft&W Nutting End of Florida,Inc.,an ASTM standards testing lab established in 1%7,to test the pole wength as per the Florida Building Codd action 424.2.17.1.1 S. At the-fte fiom ftesdng,a lateral force was to a of the deck.Ia the �e pole at a went of 36" tatted 7t)lbs.of °°e to lateral was found to P befinee Mum an any single pole in a free thus exceeding the 52 Iba.of horizontal force Standing installation, section 424.217.1.IS Paragraph 1. gybed by the Florida Building Code 0000 . . 0000 0000.. 0000.. .• •..... 900.00 0 • • 0000 • • • • • • ••.9•. 90•.. 999 • • • • • • • .. 00•• • 90.0•. • •90.0• • • • • • • 9090.• Life Saver Hoof kence systems, Inc. Removable Fool Safety Mesh Barrier Fencing Tecbffical Specifications Lite Saver Pool Fence systems,Inc.bas manufactared removable pool sag*fencing for over 13 years and has continuously evolved their methods and matlsenaoften-time Ieading imdustry wide changes.A ManU&cWnr's Limited Lifetime Ww=ty pyamn� every system for as long as they own it Life Saver Pool Fence meets and exceeds all code mmmm"throng M Florida.Below you will find technical specifications on the components used in assembling the Liffe Saver Pool Feac:e. TelM ne Mesh Textilene mesh.has been used as the highest quality material to the pool fence industry for over 15 years. Laboratory testmg shows its strengths to surpass all code specifications and applicable ASTM standards„ Item Number: T70 DFS Product Descripdon: Fabric using .025"dia. vinyl-coated 1000 den. polyester pro yams in the warp and MI. Construction,V�► W IW/ ��:.i, y nch D3775-96 13.0 + .s 11.0—+ .5 WGVK ozW D3776-96 __ T Strength (grab), Ibf D5034-95221.4 — 9.9 213.3 Strength (slip), Ibf D6035-95 194.9 153.8 Tear Strength, (TrXIMOC1181), Ibf D1117-97 65.4 54.0 Sall Burst, Ibf D3787-89 335 Bursting Strength, psi D378649 433 Elongation, % 06036-95 24.3 21.6 Abrasion Resistance 03884-92 No exposuotaf core yam (CS10/50 cyder/with no added weight) • Flammability Rating ..•. ..•••. Weather�liiyr, 1200 hours Cs- 091 91-53'8'C�l 1 17�;;. 0353-96 •••• Midew Resistant ��rec:oloration ....... G21-96 � �h: .... . ..... "The atwve results are a bttw of neat data ftm single test samples. ••'••' .•' : •••... PtaseMy no specif is hm"MW. . . . . ...... Warp rfers to the horizontal th=ding while fill refers to the vertical thr •Ste:= As • • • :•: :....: shown,all testing COn�r M Textdene mesh meets and,on mill s� tests.amply .. . exceeds the set code rogtwrmams. e ver' `"ChUd Sarriern Assembly 8nstmetions The barrier is constructed in 15' sections utilizing six(6) Quad X posts (testing on file)with a maximum spacing of 36" distance between posts. The barrier uses a T70 Textilene Mesh(testing on file), The mesh is attached to the post with # 8 '/z inch staiiiless steel screws Brill Wu ninurn cove molding. End Poems--2 per section: The end past utilize fifteen(15)#8 Ys inch screws, two(2)at the top 1" apart, two (2) at the bottom 1"apart, and eleven 01)at approximately 4" apart but never more than 6" apart, Line Post-4 per section: The fine post utilize eleven(11)#8 Vx inch screws, two(2)at the top l" apart,,two (2) at the bottom 1" apart, and 7 at approximately 5 %- apart but never more than 6"apart. The sections of barrier are stood by placing tb*.pals into 1" non-conductive sleeves. The sleeve is 4" in depth. The pole is 34" high, 3 Yr" below the deck and the rcmaining portion above the deck. The bottom of the msh is flush with the deck. LifeSaver utilizes a stainless nickel hardware to"pernmanendy" secure the barrier amt oneTend. This �r,equiry�e�s�vse of�either a�Philips head serewd�r�iiva ppa.. 3/8" ►�mnch. In the main opening spr*activaftd Sn1jp lq/y�� u OW•• 009090•••9• both sides. This hardware is at 48"+in height tom de v1�93jethan ..,.:.ne AS". .... ...... .... ..... . . . . ...... ...... . 0 . ...... i �l'� ...rr•.f aa.-----.•r-\. ___ -_ L 1 r••a••-.•_•..rr_..._\• - _ .fYr.r..•..••.••..........r.•..••-••_•....._..•........r..--- •w.b.u.au.u•.r...,-�frr.rr • - -.r..r... ....................... i_••.••ri.....r.r+1•••._....•a•s.-Ma.•-••-----r-r..-a.rY.•Y-.\a•--•a II� ............... ---------------- --• ........ .....------------ i .fr.•a...aw•wfr..•.r•..r.•Y.r.r.••\Mf.rr.awr..•••rr._..-a••.w\-../.•• �t�� a....r.a.uY_..r..••r•..u.•..a,u.r...r.w_rr.:.i:::-..a.rw..rr.:..f• �frutuu...._.._Y......u•.•r....•w■...w.....au..r::::.\.•u.1 •... ti •r•..•s............•...... •..:................ •.u .uruf.fu■r•..0•..urr..•........�� rf.Jl ��u��u of a• :::.:..:.::::•.............r--r:::..:::::_...... . ::::::..... ......._---...-- ..... -w- Ya••rr•.••f.rarr.M.-rr.•ra.•rr...r ■---..f.tf.r_r.•-ar nll;l w•.-•••-.-.•.a...••...•. •.......u.•...t•r..••N•.r•.r•••.• •r.........wa•u...•r.aa..r•a.a_u rau.0 r.0 i. --------- u:::::::�s::::.:. .•at•i.....••......•.. m .u.uu.•ar v=ufff.......... ........... ..uua.ra...ar•rf.•af raft ff.fa-••._a...rrr.wr r.rr.•If•r•r..a•a.•.r.•a•r1f.•1• �� ........r..._..._rf....•..........:moi::ii....::..:•...:::::ur::ii:ii �'�I� •aY..==•..••...•-....rf.••.•••.0.f1. .............. 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CITIMORTGAGE,INC.ITS SUCCESSORS AND/OR ASSIGNS. QUARANTY TRUST&TITLE,INC. 31.5'Parkway FIDELITY NATIONAL TITLE INSURANCE COMPANY. F .LP.1" IN ID) FND.I.P.2" LEGAL DESCRIPTION: P.O.C. PO.k3. 100.00` B•C• 1 00' 11.00'(M.10) — The following described portion of Lot"F'as shown on Plat,of Government Lot 4,of Section 5,and the North 1/2 of the NE 1/4 of the SE 114 of Section 6,Township 53 208.50' Ap South,Range 42 East recorded in Plat Book 5,at page 90,of the Public Records LU OpH �p Dade County,Florida,to-wit: Commence at the northwest comer of Lot"Fof Plat of Government Lot 4,of Section 5,and N 1/2 of NE 1/4 of SE 1/4 of Section 6 of Township 53 South,Range 42 East ,IA Dade County,Florida,according to the plat thereof recorded in Plat Book 5,at page Q 90,of the Public Records of Dade County,Florida;thence run East along the north line of said Lot"F'for a distance of 208.5 to a point of beginning;thence run south _ along a tine parallel with the west line of said Lot"F'for a datancg flt'Mjeet to a .' point;thence run East along a line parallel with th satgl4norfh line efesvid Lot"FA7 s- distance •• distance of 100 feet to a point;thenrun North boa dx{ance 4220 feet more or .' Asphalt ~Driveway less to a point on the north line of said Lot"F;said 4)Ping 100 fed'tF st to thp°••:° p y point of beginning;thence run west along the noV4 j•4f said Lot"F;for a distapce • w of 100 feet to the point of beginning. 0090 :9000: SURVEYOR'S NOTES. ••••°• �••••° ••••• 1.)THE SURVEY OF THE PROPERTY SHOWN HEREON IS INACCORAV6§W#H THE •••• ••i••• DESCRIPTION FURNISHED BY CLIENT. • • • • • Concrete 2.)UNLESS A COMPARISON IS SHOWN,ALL BEARING,ANGLES ANC 8STMES SHOWN°° ° °s•° ° ARE THE SAME AS PLAT VALUES. 000000 • • 3.)THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EAGEMEMTS OR OTHER • RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT AND 11HE SAMEMF ANY MW • •+•••• 1 35.60' b 23.30' 10. NOT BE SHOWN ON THE SKETCH. •••••• • 4 J UNBENOT L D PORTIONS OF FOOTINGS,FUNDATIONS OR OI�iER IWMVVEMENT° •••a•• Wf72E NOT LOCATED. •• • • ••• • • n 21.80 ~ a� ' 5.)FENCES TIES ARE TO THE CENTER LINE OF THE SAME • • • 6.)WALL TIES TO THE FACE OF THE SAME. •• • 7.)ELEVATION WHEN SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM TWO STORY CBS 8.)1THEREUNLESS NO ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE SHOWN. o SE NOTED. M RESIDENCE#950 M g C 9.00 Sri 9.180 SURVEY lS FOR MORTGAGEPURPOSES ONLY,NOT TO BE USED FOR CONSTRUCTrONPURPOSES. 80.70' 0 �' (FLOOD ZONE INFORMATION) CL g 18,50'b �88 0 ' ZONE:X COMM: 120652 PANEL:12086CO306 SUFFIX: L DATE•9-11-2009 BASE: N/A �D NOTE:ALL BEARING HEREON ARE BASED TO THE PLAT BEARING OF cNiP I'EI A/C E.M <! ON THE CENTER LINE OF PROPERTY LINE, 21.00' I EASEMENT VIOLATIONS: ❑YES 0 NO APPARENT VISIBLE ENCROACHMENTS: ❑YES X1 NO COMENTSI W U� I` ABBREVIATIONS: 3: ` SWK=Sidewalk,CBS=Concrete Block Structure,CLF=Chain Link Fence, PL=Property Line,DUE-Drainage Utility Easement,IP--Iron Pipe, co AIC--Air Conditioner Pad,PIC=Property Comer,DTH=Drilled g Hole,WIF=Wood Fence,RES=Residence,CL=Clear,RB--Rebar,UE=Utilty Easement,GONG=Conc.Slab,RMf=Right of Way,DE=Drainage Easement I{ CIL=Center Line,0=Diameter,TYP=Typical,M=Measured,R=Recorded, ENCR=Encroachment,COMP=Computer,ASPH=Asphalt,NID=Nail&Disc., S=Set,FFE=Finish Floor Elevation,O/S=Offset,PIP=Pomr Pole, ` OHP--Overhead Powerline,WM=Water Meter. HMMESY=n"TMT Tws W"A"SLRVEr M THE roar of SURVEY BAL RESUL MO THERE FROM WAS r�ORMED UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF W ICVMIWE AND BELIEF AND FURTHER, M ENS 10 N S INC STAT SAID STANDARDS FOR LAND AND SURVEY ro&IN5H E INTITATE O OF THE TAIAMUS ANT T RI o s 17-6 OF �i RIo�DA wsTRATVECODEOArroI�s ErArmnw e97so0, I 01017-RaFTHE �orsDAsTATUTES. 1I, Land Surveying Services 6'Wood F. �� OFFICE: �AV�® L. FU CH FND.I.P.1/2" U FND.I.P.112" REGISTERED LAND SURVEYOR#4843 100.00` 14770 SW 43rd WAY (NO ID) (NO ID) MIAM l F1 -43185. ' LB#STAT000687E OF 4ORIDA PHONE: X05 512-4225 FAX: 305 512-1914 SHEET I OF-1-