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FW-16-3124 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-271206 Permit Number: FW-11-16-3124 Scheduled Inspection Date: December 1 2016 Permit Type: Fence/Wall Inspector: " __,I OS-t A-6Y�� Inspection Type: Final Owner: DANNY MIZRACHI JTRS, ROBERT Work Classification: Wood Fence 02"O"M MOO Job Address:490 NE 101 Street Miami Shores, FL 33138-2449 Phone Number Parcel Number 1132060170430 Project: <NONE> Contractor: HOME OWNER Building Department Comments INSTALLATION OF NEW WOOD FENCE ON EXISTING Infractio Passed Comments FENCE INSPECTOR COMMENTS False TO REPLACE PERMIT FW 14-2625 Inspector Comments Passed 1z:1�� Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. I� December 15,2016 For Inspections please call: (305)762-4949 Page 12 of 30 a - - Miami Shores Village Type, Fence/Wal[ ce/Wal 10050 N.E.2nd Avenue NE E J Miami Shores,FL 33138-0000 �`� i� �trpn;_Wt's Fatan yz � Phone: (305)795-2204 441 � "loR[vA Is j 1��fi16 Expiration: 06/13/2017 Project Address Parcel Number Applicant 490 NE 101 Street 1132060170430 Miami Shores, FL 33138-2449 Block: Lot: ROBERT BOURNE JTRS DANNY Owner Information Address Phone Cell ROBERT BOURNE JTRS DANNY 490 NE 101 ---- - --- MIAMI SHORES FL 33138-2449 490 NE 101 MIAMI SHORES FL 33138-2449 Contractor(s) Phone Cell Phone Valuation: $ 2,500.00 HOME OWNER Total Sq Feet: 42 i. Approved: Available Inspections: Comments: Inspection Type: Date Approved:: Final Date Denied: Foundation Type of Construction:Wood Fence Additional Info:INSTALLATION OF NEW WOOD FEP Review Planning Classification:Residential Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 DBPR Fee It1VOICe# FW-11-16-62072 $2.00 11/16/2016 Credit Card $50.00 $72.80 DCA Fee $2.00 Education Surcharge $0.60 12/15/2016 Credit Card $72.80 $0.00 Notary Fee $5.00 Permit Fee-Wire&Wood $100.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $122.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFID IT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and ng. Futhermore,I authorize the above- oatractor to do the work stated. December 15, 2016 'Xuthokztd Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy December 15,2016 1 P Miami Shores Village Building Department NOV 16 2016 q—f(4-Y 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 I V -------- Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 1(( BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. XUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �.,� t CONTRACTOR DRAWINGS JOB ADDRESS: L- `C� � S� City: Miami Shores County: Miami Dade zip: -2,15Q=: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE::� FFE: �• / OWNER:Name(Fee Simple Titleholder): J� Phone#: %(0 Q2 I Rj-7/ Address:p rr k C)ks City: L \ L State: Zip: =G Tenant/Lessee +(Name: p Phone#• �O a 2-1 Email: CONTRACTOR:Company Name: cis- Phone#: 1 & 7( Address: City: State Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: StateZip: Value of Work for this Permit:$ �� Square/Linear Footage of Work: �Iz Type of Work: ❑ Addition ❑ Alteration 1:1New EJRepair/Replace ElDemolition Description of Work: (qS 44-(,( y co of ---))Ccc-r L— Specify color of color thru tile: Submittal Fee$ t Permit Fee$ 0(D® CCF$ ® CO/CC$ Scanning Fee$ Radon Fee$ ?_ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (ReAsed02/24/2014) 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 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. 4 Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of N O V 20 ( ( ,by day of ,20 by OVD-lff r� ,b®y YNtwho is personally known to .who is personally known to me or who has produced w Y 00 (14 1y a�s me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: �Q Print: mAHARAI K.G Seal: :°'-- My COMMISSION#GG 044802 Seal• EXPIRES:November 2.2020 Bonded Thru Notary Pubtic Underwriters APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) o „ a.�YM � ^• "x �,� z's x \ "r w a a i L Types of Wood Preservatives t Code Acceptance&Standards » t • .�- Incising - ; � AWPA Use Gategory System Use Category Selection Guide UC1 ,. UC2 f h' UC3A UC3B UC4A UC4B 'j �« t v�pnm�;afl6rfvoi �I� UC4C i' UCSA a UC5B UC5C UCFA " UCFB Service Conditions Use Category Selection Guide Quality Assurance Fasteners & Connectors Best Management Practice for the Use of Treated Wood in Aquatic and Other Sensitive Environments Use and Handling Recommendations and Field Treatments Specification Guide to Treated Wood End Uses DISCLAIMER While the Western Wood Preservers Institute believes the information contained it accurate and current as of the date of publication,this documentis intended for general informational pur Inatih ite makps no warrantv or rpnrPcentation tPithpr exnrpsced orimnlied.as to the rpliahility or arrnrary insects, decay, fungus and marine borers. .. Reaction of the chemical preservative within the wood's fiber begins during the -W The time needed to maximize fixation or stabilization of the preservative can rant hours to several days, depending on surrounding temperatures and humidity tha k with locale and seasonal conditions. Treated wood must meet minimum preservative penetration and retention requir in a particular service condition. Penetration refers to the depth a preservative m into the wood fiber. The amount of preservative that remains in the wood atter tl ion treating process is complete is called retention. Retention levels are expressed in preservative per cubic foot (pcf) of wood fiber and the higher the retention, the F wood will decompose when four conditions required for decay and insect vice condition the wood may be exposed to. gh moisture, a favorable temperature, oxygen,-and a food source (wood fiber). ese conditions is removed, infestation and decomposition cannot occur. A fiber as a food source by using pressure-treated wood products is an easy )lution. Research has shown that wood can be expected to last for many Twes-oWo.odPreservatives )roperly treated and installed for its intended use. There are three broad classes of preservatives used for the pressure treatment of indicates, by region, the level of wood deterioration throughout the United . Waterborne preservatives, where water is the carrier for the preservative chem deterioration zones range from moderate to severe across most of the country, wide variety of uses. These include residential, commercial, marine, agricultur wild professionals realize the importance of specifying and building with treat- and industrial applications. nternational Building Codes recognize the problems as well in certain applica- fectiveness of properly treated wood in enduring those situations. For those • Oil-type preservatives are used primarily for industrial applications including i itions, the codes require the use of pressure treated wood. piling, posts, glulam beams and timbers. has developed preservative treatments that are odorless and colorless, and • Creosote preservatives, including creosote/coal-tar mixtures, protect railroad ti paintable and dry to the touch. Treatment with preservatives protects wood that pilings and utility poles. e elements, in contact with the ground, or subjected to high humidity. Waterborne preservatives are commonly specified for most residential, commerc building applications. Waterborne treatments are clean in appearance, odorless They are also EPA-registered for both interior and exterior use without a sealer. 2 4 2 3z2o � ) ie principal standards-writing body for wood preservation in the United States. full-cell treated with ACZA (Douglas-fir), ACZA or CCA-C (Hem-Firor,ACQ-B c :andards establishes what preservatives and chemical formulations are appropriate The results showed no practically important species-related differences, few gros plications; sets treating procedures; establishes wood species requirements and related to grade within species, and few significant differences among thepreser res, and provides guidance on quality control and inspection. AWPA Standards )erly treated wood products perform satisfactorily for their intended service However, the tests did find that depth of incision is the critical factor on determi :ode acceptance, products treated in accordance with AWPA Standards must reduction of mechanical properties. The bending strength and stiffness adjustment! andard and quality mark of a code-approved inspection agency. on the incision dimensions (i.e., reduced cross section) and lumber size. Incisin€ section modulus and therefore reduces bending strength and stiffness. When inc tion Report(NER)or Evaluation Service Reports (ESR) issued by the International the allowances in the NDS, users must evaluate the impact on strength for their valuation Service(ICC-ES) also provide assurance that treated wood products report acceptance criteria and quality monitored by an American Lumber iittee(ALSO) or equivalent third party agency meet code performance standards. -AWPA Use Category System 3ted wood manufactured and monitored quality-marked under ICC-ES criteria the report number on the product and identify the code-approved inspection The AWPA Use Category System (UCS) specifies the wood treatment required b� variables including the product, desired wood species and the environment or h of the intended end use. There are six Use Categories, including fire retardant of which describe the exposure conditions that wood may be subject to in service. t",cAn g has a different degree of biodegradation hazard and/or product service-life expec easy-to-use system helps specifiers and product users locate the appropriate AW Species and commodities that are difficult to consistently and uniformly that provide recommendations for a specific combination of product and use err penetrate with preservatives are required to be incised prior to treatment. The exact attributes of incising are not defined in AWPA Standards but All treated wood commodities can be placed into one of the Use Categories, base material must be adequately incised so it will meet the preservative and expected product performance. The user of the UCS should first find the apl penetration and retention requirements in the appropriate Use Category Category for the expected service conditions and planned applications in the Spy Commodity Specification. Incising is a mechanical process wherein numer- Guide to Treated Wood End Uses. ous longitudinal incisions are made with chisel-type or knife-type teeth into the wood surfaces, parallel to the grain direction. Incising increases preser- Generally, as the Use Category number rises, there is a consequent increase in t vative retention and penetration during the treating process by increasing the preservative retention or limitation of preservative types. The dimensions of the t may also influence the depth-of-penetration requirement. The lower the Use Cat amount of exposed, easily penetrated end-grain and by increasing the side grain surface area. ber, the least amount of protection is required as it relates to the level of protecti for decay or insect attack. Conversely, the highest Use Category number provide While preservative treatment increases durability, the incising process is degree of protection to wood used in the most severe service conditions. known to reduce certain strength values of structural lumber. The type and amount of strength reduction is dependant on the depth and density of the incisions and the resultant wood damage caused by the crushing of wood fibers. National Design Specification offer fundamental guidelines for accessing potential strength losses in incised wood. A Allowable Stress Design Adjustment Factor The National Design Specification for Wood Construction (NDS) (ANSI/ AF&PA 2005) recommends an allowable stress design adjustment factor Ci for treated and incised lumber. This factor imposes a 5% reduction in MOE and 20% reduction in allowable design stress in bending, tensile, and compressive strength for both dry and green material. To qualify for the reduction, incising must be limited to the depth, density and length specified in the NDS. Exterior construction, above ground, uncoated, poor water USE ENVIRONMENT: Exposed to all weather cycles, and prolonged wetting ),O li'V Selection GuideCOMMON AGENTS OF DETERIORATION: Decay fungi and insects TYPICAL APPLICATIONS: Decking, deck joists, sill, walkways, railings and fenc•? pic ood and wood-based materials used in interior construction not in contact with ground or foundations. Such products are protected from weather and interior urces of water such as leaking plumbing, condensate, pools and spas. UC4A, Wood and wood-based materials used in contact with the ground, — or other situations favorable to deterioration. RVICE CONDITIONS: Interior construction, dry, above ground SERVICE CONDITIONS: iE ENVIRONMENT: Ground contact or fresh water, non-critical components Continuously protected from weather or other sources of moisture USE ENVIRONMENT: )MMON AGENTS OF DETERIORATION: For normal ground contact or fresh water contact Insects only Exposed to all weather cycles 'PICAL APPLICATIONS: COMMON AGENTS OF DETERIORATION: Interior construction Decay fungi and insects TYPICAL APPLICATIONS: ood and wood-based materials used for interior construction that are not in Fence posts, deck posts, structural lumber &timbers, guar( ntact with ground, but may be subject to dampness. These products are utility poles in regions of low decay potential ntinuously protected from the weather, but may be exposed to occasional urces of moisture. UC4B Wood and wood-based materials used in contact with the ground RVICE CONDITIONS: environments, such as horticultural sites, in climates with a high pc Interior construction, damp above ground deterioration, in critically important components. >E ENVIRONMENT: Protected from weather, but subject to sources of moisture SERVICE CONDITIONS: Ground contact, fresh water, important construction comp )MMON AGENTS OF DETERIORATION: or in salt water splash zones Decay fungi and insects USE ENVIRONMENT: 'PICAL APPLICATIONS: Severe ground contact or saltwater splash, difficult replac( Interior construction — Exposed to all weather cycles beams, timbers, flooring, framing, millwork, sill plate COMMON AGENTS OF DETERIORATION: ood and wood-based materials used in exterior construction that are coated and Decay fungi and insects with increased potential forbiodeterioration -t in contact with the ground. Such products may be exposed to the full effects weather, such as vertical exterior walls or other types of construction that TYPICAL APPLICATIONS: ows water to quickly drain from the surface. Permanent wood foundations, building poles, horticultural RVICE CONDITIONS: utility poles, decking on or above tidal zone, structural coi in piers or docks Exterior construction, coated, rapid water runoff, above ground In regions of high potential for decay >E ENVIRONMENT: RVICE CONDITIONS: SERVICE CONDITIONS: Ground contact, fresh water, critical structural components Salt or brackish water and adjacent mud zone iE ENVIRONMENT: USE ENVIRONMENT: Very severe ground contact, exposed to all weather cycles Continuous marine (salt water) exposure Extreme decay potential COMMON AGENTS OF DETERIORATION: )MMON AGENTS OF DETERIORATION: Salt water organisms: Teredo, Martesia, Sphaeroma Decay fungi and insects with increased potential for biodeterioration TYPICAL APPLICATIONS: 'PICAL APPLICATIONS: Piling, bulkhead, bracing Land or fresh water piling, foundation piling, utility poles with a severe potential for decay LJCFA Wood and wood-based materials intended for fire protection and u ................................. construction where wood material is not in contact with the groun( ood and wood-based materials exposed to salt and brackish water generally protected from exterior weather. im New Jersey and north on the East Coast and north of San Francisco on the est Coast to the extent that the marine borers can attack them. SERVICE CONDITIONS: Fire protection as required by codes RVICE CONDITIONS: Above ground interior construction Salt or brackish water and adjacent mud zone USE ENVIRONMENT: >E ENVIRONMENT: Continuously protected from weather or other sources of n Continuous marine (salt water) exposure COMMON AGENTS OF DETERIORATION: )MMON AGENTS OF DETERIORATION: Fire Salt water organisms: Teredo, Limnoria quadripunctata TYPICAL APPLICATIONS: 'PICAL APPLICATIONS: Roof sheathing, roof trusses, studs, joists, paneling Piling, bulkhead, bracing C Wood and wood based-materials intended for fire protection and u ood and wood-based materials exposed to salt and brackish water generally construction that is not in contact with the ground or with foundatic tween New Jersey and Georgia on the East Coast and south of San Francisco exposed to full effects of weather such as intermittent rain, dew, sur the West Coast to the extent that the marine borers can attack them. SERVICE CONDITIONS: RVICE CONDITIONS: Fire protection as required by codes Salt or brackish water and adjacent mud zone Above ground exterior construction. iE ENVIRONMENT: USE ENVIRONMENT: Continuous marine (salt water) exposure Wetting )MMON AGENTS OF DETERIORATION: COMMON AGENTS OF DETERIORATION: Salt water organisms: Teredo, Limnoria tripunctata Fire 'PICAL APPLICATIONS: TYPICAL APPLICATIONS: Piling, bulkhead, bracing Vertical exterior walls, inclined roof surfaces or other types of construction that allow water to quickly drain from surface sly protected from Insects only Interior construction and other sources of furnishings rom weather,but may Decay fungi and insects Interior construction to sources of moisture Quality Assurance all weather cycles,not Decay fungi and insects Coated millwork,siding and trim prolonged wetting To comply with the International Building Codes, pressure-treated wood shall be mark of an inspection agency that maintains the continuing supervision, testing over the quality of the treated wood. Inspection agencies for treated wood shall ail weather cycles, Decay fungi and insects Decking, deck joists,railings, ' an accreditation body*that complies with the requirements of the American Lur rolonged wetting fence pickets, uncoated millwork Committee (ALSC) Treated Wood Program, or equivalent. The quality mark shall or label affixed to the treated wood, and shall include the following information: 1. Identification of treating manufacturer al weather cycles, Decay fungi and insects Fence,deck,and guardrail posts, osure conditions crossties&utility poles(low 2. Type of preservative used decay areas) 3. Minimum preservative retention (pcf) all weather cycles, Decay fungi and insects Permanent wood foundations, potential including with increased potential for building poles,horticultural posts, 4. End use for which the product is treated plash biodeterioration crossties&utility poles(high 5. Identity of the accredited inspection agency decay areas) all weather cycles, Decay fungi and insects Land &freshwater piling, 6. Standard to which the product is treated ronments,extreme with extreme potential for bio- foundation piling,crossties& These quality marks for treated wood may be sometimes confusing because they ntial deterioration utility poles(severe decay areas) additional product information, proprietary brands, warranties, etc. To help clari tion, Western Wood Preservers Institute created the CheckMark Identification Pr, locate and recognize the various ALSC-accredited agency's trademarks. Look for s marine exposure Salt water organisms Piling,bulkheads,bracing on the stamp or end tag to quickly find the ALSC third party agency's logo. ti The treating industry also manufactures products that do not require ALSC overs products include landscape timbers for non-structural applications and decking I s marine exposure Salt water organisms incl ud- Piling,bulkheads,Tracing carry their own manufacturer's warranty. ing creosote tolerant Limnoria tripunctata_ "Third-party" agencies verify that pressure-treated wood was properly treated in with AWPA Standards or NER-ESR Criteria. Third-party inspection is not always s marine exposure Salt water organisms includ Piling,bulkheads,bracing law, but is necessary to comply with the International Building Codes. To be cert ing creosote tolerant Martesia, the treated wood that was specified, only accept Sphaeroma or approve treated wood with a quality stamp N T E R P R E 1 sly protected from Fire Roof sheathing, roof trusses, or end tag of an accredited ALSC agency. Trademark of other sources of studs,joists, paneling ALSC accredited agency * \_ wetting Fire Vertical exterior walls,inclined Accreditation Body. An approved, third- roof surfaces or other construction party organization that is independent of the grading and inspection agencies, and expo er which allows water to quickly exposuGroire the lumber mills, and that initia►Iv .....,,�......, necessary to prevent direct contact from copper-based treated wood. These barr'. provide complete separation and remain intact for the intended service life of th Fasteners and connectors coated with proprietary anti-corrosion technologies ar( for use with copper-based preservatives. Consult individual hardware manufactur & Connectors regarding their performance and acceptance by building codes. Borate-Based Preservatives Borate-treated wood (Inorganic Boron —SBX) is limited to Above Ground irtterio ucts that come in contact with pressure-treated wood must be of types that are damp applications, continually protected from liquid water. According to inform for the particular product, application and exposure. Examples include fasten- by preservative manufacturers and suppliers, borate-treated wood is not corrosiv crews and bolts), and all connecting hardware(e.g. joist hangers, straps, hinges, d truss plates). * Fastener guidance on borate treated wood from Arch Wood Protection, Inc. (S: Viance LLC. (TimberSaver® PT); U.S. Borax and Osmose, Inc. (Advance Guard®) onnectors for preservative-treated wood shall be hot-dipped galvanized in International Code Council, NER 648. h ASTM A-153, silicon bronze, copper or 304 or 316 stainless steel. Stainless hould be used below grade in Permanent Wood Foundations and are or use with treated wood in other corrosive exposures such as in or near salt codes dealing with fasteners and connectors reference preserved wood as one less of the formulation used for treatment. There are differences among !rties of different treated wood, so clarification of the preservative type used may ie code evaluation reports may permit the use of other types of fasteners. 'reservatives ✓anized or stainless steel fasteners and connectors are recommended for use treated with a copper-based preservative. Copper-based formulations include "< -Q or CA-C and may be used in interior or exterior applications. ✓anized fasteners and connectors are generally acceptable for above-grade I should meet ASTM A-153. Hot-dipped galvanized connectors should meet :lass G185 sheet with 1.85 ounces of zinc coating per square foot minimum. onnectors used together must be of the same metallic composition to avoid ion (e.g. use hot-dipped nails with hot-dipped joist hangers). - Type 304 or 316 stainless steel is recommended for maximum corrosion resistance in more severe exterior applications including swimming pools, x salt-water exposure and below-grade applications such as Permanent Wood Foundations. Stainless f` steel is also a recommended option for use with w y s. CCA, ACZA, ACQ or CA-C treated wood at retention levels greater than required for Ground Contact ,igement Practices for the Use of Treaters Wood Use and Handling lire r ndat ns and c and Other Sensitive Environments Field Treatments !nt Practices The following requirements and recommendations are according to AWPA.Stan( ekes, streams, bays, estuaries and wetlands of North America is a responsibility they apply to job site care, handling, and field treatment of pressure-treated woo One. The pressure-treated wood industry is committed to ensuring that its prod- .ctured and installed in a manner which minimizes any potential for adverse environments. To achieve this objective, the industry developed and encour- Fabrication the Best Management Practices or BMPs. BMPs are in addition to other treating nd contain treating process guidelines specific to each preservative system. Whenever practical, all fabrication (boring, ripping, planning, sanding and trimn echnical guidance on the handling and use of the treating preservative, wood specified and accomplished prior to pressure treating. I treating procedures, post-treatment processes and inspection. BMPs are minimal retention of preservative placed into the wood while assuring Job Site Care and Storage ✓ith specifications All wood products, including pressure-treated products, will continue to lose or until they adjust to the conditions of their end-use environment. Treated lumber bilization in waterborne systems properly stacked and stored in the same manner as untreated wood. Storage arei face residues and bleeding from oil-type, preservative-treated products of debris, weeds and dry vegetation and shall have drainage to prevent treated n being subjected to standing water. Material shall ,n for treated wood products used in aquatic and wetland applications should be stored off the ground on solid timbers of size ,e to the effect: These products are to be produced in accordance with the Best and so arranged as to support treated materials g -actices for Treated Wood in Aquatic and Other Sensitive Environments issued without producing noticeable distortion. Treated Wood Preservers Institute, Wood Preservation Canada, and the Timber Piling lumber having a specified moisture content shall i such a reference, the specific c reIuir m ents of the BMPs are not required. be stored under shelter.r. treating industry believes the potential for any adverse environmental impact n certain conditions are met: Field Treating Methods specified with the minimum retention needed for their application Copper Naphthenate-based solutions may be nent Practices (BMPs) are mandated with certification of inspection used for field treatment of materials originally treated with Pentachlorophenol, Creosote or istallation guidelines are followed waterborne preservatives as specified in AWPA Standard M4. The preservatives concentration ierage of BMPs, refer to the publication Best Management Practices for the Use shall contain no less than 2 percent copper s of in Aquatic and Other Sensitive Environments, ©WWPI 2006 or later edition. metal. Application of Field Preservatives Newly exposed surfaces resulting from field fabrication and/or handling abuse shall be field ng bumpers. hould NEVER be burned in open fires of any kind, stoves, fireplaces or yrs. - om commercial or industrial uses can generally be disposed of as a non-hazardous luals may dispose of treated wood by ordinary trash collection. However, all I assure conformance with Federal, state and local regulations. For specific WWPI for a guide to the Disposal of Treated Wood. itions ;sure-treated wood where it will be in frequent or prolonged contact with bare rcumstances where preservative may become a component of food for either ials. Examples include sites using mulch from recycled treated wood, cutting tops, animal bedding and structures for storing human or animal food. hould not be used where it may come into contact or indirect contact with water except for uses such as docks and bridges. Wood treated with nol or Creosote should not be used where it may come into contact with drinking ;tic animals or livestock. Waterborne preservatives are approved for this use. I wood that is visibly clean and free of surface residue for patios, decks and ,d treated with waterborne preservatives may be exposed in residential interiors, up is performed after construction. )laced in or near the water should be treated in accordance with the guide, ,nt Practices for the Use of Treated Wood in Aquatic and Other Sensitive available from WWPI. dust and construction debris should be collected and removed for appropriate a s 11 utions Y ' Ilow the instructions provided in an EPA-approved Consumer Information Sheet ' ' ier Safety Information Sheet(CSIS) or other Safe Handling Information provided of the treated wood material. Make certain job-site employees are aware of the he CIS or CSIS and follow the guidelines. treated wood, wear protective clothing such as long-sleeved shirts and long loves. After working with the treated material, wash any exposed area before going to the toilet, or using tobacco products. W�` nd machining the treated material, wear goggles to protect eyes from flying a dust mask and, if possible, work outdoors to avoid inhalation of sawdust. wdust accumulates on clothing, wash thoroughly and separately from other ling before reuse. 4B 0.075 7.5-16.0 0.38-0.60 0.60 0.60 0.31 0.60 NL N-L 4B 0.075 12.0 0.60 0.60 0.60 0.31 0.60 NL NL 4A 0.055 8.0 0.40 0.40 0.40 0.15 0.40 NL NL 4A 0.060 10.0 0.50 0.40 0.40 0.15 NP NL NL, 4A 0.060 10.0 0.30 0.40 0.40 0.15 NP NL NL 1 0.04 8.0 0.30 0.15 0.25-0.309 NL 0.25 NL 0.019 2 0.04 8.0 0.30 0.15 0.25-0.309 NL 0.25 NL 0.019 3B 0.04 8.0 0.30 0.15 0.25-0.309 NL 0.25 NL 0.019 4A 0.60 10.0 0.60 0.40 0.40-0.609 NL 0.40 NL NL 4B,4C 0.080-0.1513 9.0-12.0 0.45-0.60 NL 0.40- NL 0.4074 NL NL 0.609,14 36 NL NR NR 0.15 0.25 0.06 NP NL 0.019 3B NL NR NR 0.15 0.25 0.06 NP NL 0.019 4A NL NR NR 0.40 0.40 0.15 NP NL NL 4A NL NR NR 0.40 0.40 0.15 NP NL NL 3B NL NR NR 0.15 0.25 0.06 NP NL 0.019 2 NL NR NR 0.15 0.25 0.06 NP NL 0.019 1,2 NL NR NR 0.15 0.25 0.06 NP 0.25 0.019 1,2 NL NR NR 0.15 0,25 0.06 NP 0.25 0.019 3B 0.04 8.0 0.40 0.15 0.25 0.06 NP NL 0.019 4A 0.06 10.0 -.I 0.50 0.40 0.40 0.15 NP NL NL 2 NL NL NL 0.15 NL NL NP 0.25 0.019 4B NL NL NL 0.60 0.60 0.31 0.60 NL NL 4B NL NL NL 0.60 0.60 0.31 0.60 NL NL 2 NL 8.0 0.40 0.15 0.25 0.06 0.25 0.25 0.019 3B NL 8.0 0.40 0.15 0.25 0.06 0.25 NL 0.019 4A NL 8.0 0.40 0.40 0.40 0.15 0.40 NL NL 2 NL NL NL 0.15 NL NL NL 0.25 0.019 3A,36 0.055 8.0 0.50 0.15 0.25 0.06 NP NL 0.019 4A NL 10.0 0.50 0.40 0.40 0.15 NP NL NL 4A 0.055 8.0 0.40 0.40 0.40 0.1512 NP NL NL 3A,3B 0.055 8.0 0.50 0.15 0.25 0.06 NP NL 0.019 4B 0.075 10.0 0.50 0.60 0.60 0.3111 0.60 NL NL -k 5A,5B,5C NL 25.0 NL NL 2.50 NL 2.50 NL NL 4C 0.10-0.14 12.0-17.0 0.60-0.85 NL 0.80-1.0 NL 0.80-1.0 NL NL 5A,5B,5C NL 16.0-20.0 NL NL 1.50-2.50 NL 1.50-2.50 NL NL 4A 0.055 6.0-8.0 0.40 0.40 0.40 0.15 0.40 NL NL S) 46 0.069 10.0 0.50 0.50 0.50 0.31 0.50 NL NL bers) 4A 0.06 10.0 0.40 0.40 0.40 0.15 0.40 NL NL S) 4B 0.075 10.0 0.50 0.50 0.50 0.31 0.50 NL NL bers) 3B 0.04 8.0 0.40 0.15 0.25 0.06 NP NL 0.019 4A 0.06 10.0 0.50 0.40 0.40 0.15 NP NL NL 48,4C 0.06-0.75 10.0-12.0 0.50-0.610 0.60 0.60 0.31 0.60 NL NL 5A,5B,5C NL 25.0 NL NL 2.50 NL 2.50 NL NL 4C 0.10-0.14 12.0-17.0 0.65-0.85 0.80 0.80-1.0 NL 0.80-1.0 NL NL 5A,5B,5C NL 16.0-20.0 NL NL 1.50-2.50 NL 1.50-2.50 NL NL 5B,5C NL 20.0 NL NL 1.0 NL 1.0 NL NL 4B,4C 0.075 10.0-12.0 0.50 0.60 0.60-0.80 NL 0.60-0.80 NL NL 2 0.04 8.0 0.40 0.15 0.25 0.06 0.25 0.25 0.019 ��'��` �;�' � �' "`'�- s �' F� � � a �'z �. � � � ' x �„ �N s ,-,z,F , �. ��� �� ����� � h �,� f�. �� '" � �. �f *��� e ®� �t� g . x �_ .s a "# �� �'e,_� 4,4 , 5 e 5 � b'.: � � ' �� �°^ °ge �P y ` �` p >� g .:m.. ,Ye y�. �.. ii e �' ��;.-: \' f RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC1521709 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 RUBIO,REY J MEP CONSTRUCTION ;,SNC '` 2951 SW 1 ST STREET::: IWAMi ■ ISSUED: 08/24/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1408240003902 005812 Lo cAlBuatinte mlGT1�1 -ws- 1E$ r�11A14![�EY EIEC FD!!i '40 04 00. t OWNED P.I~Q UCTIOM1i GROUP 1 t36 GE BUILt11NG r AE►YiutElw> IV! 11%�cir( 2 GCI 52 Ems` Bic TAX csi ECToI� ; 45.00 /14/20T4 t E1ECK21`:14-050455 This Local BusinessTax1faca7pr orgy aoGfrrnn payment of thetocal Business Tax The Becet{R.#y aot a I 4:4- or a cerbficeti000f tba holder s fiftWoim to do business Holdertnnyt oraaapa4mmeatalteetorylawsrogniremerda a ' 'ffraRE£ElPTNfi.:aboeemastb� lagedoyt � � "4 ac�el veblc� �.�� Client#,26145 MEPGONST Mm _ ACORM CERTIFICATE OF LIABILITY INSURANCE I 9M W014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMA71ON ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:ff the certificate holder is an ADDITIONAL INSURED,the poticy(kw)must be endorsed.If SUBROGATION IS WAIVED,shtifect to the terms and conditions of the policy,min policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in Ileu of such endorsenhent(s). PRODUCER CY Carissa LaFreniere _.._..__..............................._....................__......-....... ........,. Cypress insurance Group 771-0300 ;r" ,.954 772 9424 Est11: PO Bax 932E aADDRESS, CarissaLOCypressinsurance com Fort Lauderdale,FL 33310-9326 ... ._ .. COVERAGE...: wAlc t 954 -0300 INSURER A:Evanston Insurance Company INSUREDINSURER i MEP Construction Group,Inc. a: —_________—_.....----.____..__.__._.._.__..__.__._._.....___._____. ___...._........................... 2300 NW 94th Ave Suite 204 ;nusarReR c._...._._.__..._..._................................. _..---.....................__................._..._......--__—_.._. -_fi_.._................._..............._ Doral,FL 33172 ` D INSURER F: COVERAGES CERTIFICATE NUMBER- REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE CURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. (NSRADDL SLISR POLICY EFF Y EXP i LT_R TYPE INSURANCE — 1I�R W VD _POLICY NUIMER LlktlTB A GENERALLIA811 i3CXy�482014 09AM/2015 EAwoccuRRENcr $1��01000 X COMIAERCtAL GENERAL LIABILrrr CLAM-MADE 4 OCCUR MED Ext'CAR We ) $5.000 X BYPO Ded'1,000 i I PERSONAL&AOV INJURY $1,000,000 — i GNTNERALA(mREiATE $ 000 _ E t ENI-AGGREGATE OMIT APPLIES PER: PRODUCTS_COMPS AM �$1,x,000 ........._..._. -- <........_.. -------................._...... __._ _._....... PIID-POUCY LOC € !... AUTOMOBILE LL48M Y 00101NED SINGLE LIMIT � —'ANY AUTOBODILY INJURY(Per paean) j$ ........ ._. ................................. I ALL OWNED '—- SCHEDULED BODILY INJURY(P87 mit) $ ._ AUTOS ANO—OOWNS i DAMAGE . _ 1 HIRED AUTOS i AUTOS —_ UWRR.LA LIAR I OCCUR EACH OCCURRENCE $ EXCESS LIAR4 CLAIMS MADE i AGGREGATE d$...._—......_.._ _....._._......._......_.. OED_s RETEt!NTION1........_. _ _...._.......... $ . ................_...................................._........................_._ WORKERS COMPENSATIONWC STATU OTN ANO EMPLOYERS'LIABILITY YIN , ANY PROPIIEfORfPEARTNERIEXECUTWE UD I(N/A F I EACH ACCIDENT is _. PftndutWy In ISD i EL Oi�ASE-FA EMPLOYEE$ X tNtttet ; _._..:.. _..._ _...___.........._,,........._._.....:.__.,...__.. i f i PT�i OF OPERATIONS below j E.L DISE-POLICY LIMIT Is i i 1 DESCRIPTION OF OPERAMONSIL=TIONSI VWCLES(Mbob ACORD 101. be,ifameapuein nquftffl GENERAL CONTRACTORS CERTIFICATE HOLDER CANCELLATION CITY OF MIAMI SHORES THEE MC THOULD ANY TIION D DATE ABOVE �� NED OTICE LKWS ELLE CANCELLED ELIo�iN 10050 NE 2ND AVE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMISHORES FL 33138 FAX 35-756-8972 AUTHorneoREPREBENTATIVE .& *,4' 01988-2010 ACORD CORPORATION.AN rights reserved. ACORD 2S(201OA 5) 1 of 1 The ACORD name and logo are registered merits of ACORD #S184992N'AA184991 CL K + 4X4'PRESSURE TREATED V-ON 51-0" POSTS @ 5'FROM F.F. SPACED 5 O.C. ,-1'X5'PRESSURE TREATED CEDAR PLANKS.INSTALLED ON A HORIZONTAL RUNNING BOND PATTERN cO _ 1X PLANKS WITH TWO F CORROSION RESISTANT W) > FASTENERS PER CONNECTION 4'X4'PRESSURE TREATED SALADINO POSTS EMBEDDED T INTO DESIGN CONCRETE FOOTING 10 "`�" DIAMETER X 7 DEEP STUDIOS C 7251 NE 2ND AVE. MIAMI FL 33138 785.953.7455 VWVWSALADINOOESIGN.00M PRWECr. NOTE: FENCE NOT TO EXCEED 5' POST DETAIL BOURNE RES. IN HEIGHT OSCAIE, a =,-D• �1FENCE CONCEPT IMAGE 4W NE 101 ST 4" SCALE NTS MIAMI SHORES OWNER /tJl, Robert Bourne TING B'WOOD FENCE mREMAIN-�EOUT Danny Mizrachi OF FASCIABOARDSTO !C rX r CEDAR BOARDS - NSTALLEDONA HORIZONTAL DEC O LU I BRICK PATTERN 4 BMa fi'WOOD FENCE TO FREMAINASCM CHANGE Ot7f OF FABCIABOARDB TO ARCHITECT OF RECORD: SW B WOOD FENCE r x r CEDAR BOARDS TO N CHANGE OUf <r OF FASCIABOARDS TO S'-1' 7-11, t5/0 BRICK RE-0ONA HORIZONTAL r X Ir CEDAR BOARDS T � ��� 6 INSTALLED DNA HORIZONTAL it ERICK PATTERN n -.. • • 4 Ll& ® u1 • Exwn hHAMwa - a • 0 0 o m0000I T Y •••• 0000 • • 00:0% AWANAL OBATWEOTOOD REI4BlN 1�II 1III ----- ---- - COPY •9066** A• t•••.•.••• • GlN/ L NOW .••• •• •• AL LEGk RIGHTS,INCLUDING BUT NOT I/R®TO, 1 I '•AOE&eaS, RA4S&NTNOWN '�n+?A EOBX3+. I I OOcu1ENT ARE THE MPERTYOF SILAONOOFSM i I =08 NO,AND WERE DEVIIOPGD FOR USE SOLELY 1 I ON THS PFONDLT TEY VINY NOT BE ISFD OR REUSED IN f i cC� WIKIIE ORNPAR,EXC NCONNEM WITK N PRO.ECT.WRHWT THE PRIOR WRRTEN CONSENT OF sm.W. I I TIE COIITWS OF THS DRAWNON E L`MFOR DESIGN _ WTOC ONLY OC.ANDY F/OTURER IAWVERFY ALL ,CPBIECODESALL DD6TING CONDITION W's ------------------- -.�� ' 260 r+ NECEEPORAIIC,SSO1VPRpRTOWNTRCX %RID 6 U 0 W T MAlD EICP ORWIfGSASMPLESOFA LL MTERALSFODSN6A➢PR7M 11p 1 REVIaIONS: Issue Tawe Date/For 1 r'-n• .,rr 4'-TMiami Shores Village d yv APPROVED BY DAT --NEN S'WOOD FENCE / M: TOBEAODEDWITHATOTAL ZONING DEPT ` l Dmeby.ODM - WING F WOOD FENCE TO REMAIN OF 42 LINEAR FEET OF NEW FENCING 4 ADp•W br.SS / CHANGE OUT OF FASCIA r%ALLEDON BOARDS BOARDS M r%B•CEDAR BOARoB INSTALLED ON A HORIZONTAL b NBTALLEDONA HORIZONTAL BRICK PATTERN I Gi e�+l --.� BRICK PATTERN BLDG DEPT 7B-4 71C :;UBJECT TO COMPLIANCE WI ALl FEDERAL DESIGN DEVELOPMENT STATE AND COUNTY SAND REGULATIONS FENCE PLAN SHEETAO.: 3 FENCE DETAIL ^ 1 .04 n/�04 SCALE 1 4 =1-D' /"� iiff SIGNS INgCA OA! SE ARA GSAlH OF£RFYGF S a C. . �,i► 11 e � /�8 .. .. .. .. ...... . ...... . . ..... .... .... ..... .... .... . . ...... . .. ...... ► — ovum PRESSURE TREATED i, 5'-0" 5'-0" WVA TS @ s FROM F.F. CED s O.C. 5 PRESSURE TREATED AR PLANKS INSTALLED TICALLY-NOT TO EXCEED OM FF -rW HORIZONTAL PRESSURE TREATED WOOD MAMS WITH ` •• •_ MR CON ECHO RES FASTENERS Fences Good Side Out. The vertical and horizontal SALADINO PERCONNEcnoN pportin members of a fence shall face the - - - - - - - - - - - - - 49C4•PRESSURE TREATED interior of the plot on which the fence is located DESIGN - - - - - - - - - - - POSTSEN®EDDEDZINTO and the finished side shall face the adjoining STUDIOS CONCRETE FOOTING 10' Q DIANIETER X T DEEP lot or any abutting right-of-way. 7261 Ne 2nlo AVE. NMIAMI FL 33138 'i 786.963.7466 W W W.SALADINOOESIGN.COM NOTE: FENCE NOT TO EXCEED 5' 1 POST DETAIL PROMr BOURNE RES. IN HEIGHT , m aso NE X01 sr 4. MIAMI SHORES Robert Bourne OFWWFE MMFEME Danny Mizrachi OFI�AIF6iCE Z9 Lzjr ARCNT Cr OF IMOM PMWAMMMdb nVMAM O I DIM$ g a BUILDING REVIEW ------------------------ PPROVED DATE P/ II NFED - - 090- II or— 001!4 OFNMFBEE • • :.• .e • • .•••.. ii • •..... o®aol avelr watre`,I��, ns.Avbaum•oa.ann. • • I 1 • BIWUBA� lPF1ffY I 1TI.YYM.yBEII✓3®OAW •.•.• 1 I • 0...• F>@J3RM • •.• • • P�arwnlulrTHE PwoawwrBl � ••..• �p TMMMOOFTMMMp•MUSSFOn�E6Xil ------------------- ., • AIA11 M11 I=v ••o•.• aoo�s,woas�enaa.nal • ------------------- ra • Pwoaro Aw f •81M01bEfNlU.W.t9AMM,RIOI�OFNJ. i....• • •IBBu• Aeu•Oete/F•1• • • •....• RDMOM 000000 f9bJ.d� EXWM DMMbr.ODM �. FBiCEAIID SM Auxo-dbr SS POB MOMTHISMEA i HEMUM BY 11/11/2014 IAtTB Paw DESIGN DEVELOPMENT FENCE PLAN 3 FENCE DETAIL. A1 .04 % •• % .. . . . . • . . . . . _ • This property described as Page 10 r Lot 11, Block- 90 , AMENDED PLAT OF MIAMI SHORES " '•: .• :�: +.' . " : . st z SECTION NO. 4 , a • • • • • • • • , x �. e according to the Plat / W thereof, as recorded in '06 .. • . .. ... .. Plat Book 15 , Page 14 ' ' ' ' ' ' ' of the Public Records of ••' : : '•' 0 0 00• 00 l�iiami=Dade ;bounty`; Florida . Note: Page. 1, of- 2 is not -c-omplete wi-hout Page 2 of 2 f z wi 4h ._-correspobding Survey # . ° - - � . . 50` 5Z4!' W t _ ur6 UU 4 2' u. a ra ��' �. FOP ({�14 - •�r 5 P t i a LU CU CD QL CU JO-i f CA Otte �• 6G.4l1' gp N AVP S�EryDPls NOTA. 61 nr, TANK ltit:a�t�AN c 4' ._� 7. T1 `�" - �, •. �'�A OA�pa WON »4wiNG �, eou2t (peK © is � T ' RtS 1nlE;•ftticpe+►Dlel FOP VIr6iN13 PEi2.4�'lm BYTE: 01v ' � ; / 3.DQ� / / CJ L.F. > r. a/2-7 7 denotes lvtrest �GJ ? habitable floor'elevation. t Ble ati u , h q ons shown refer to .N.G.Y.D. 1929: 0�fa i 3 Lowest Adj ent Grade F.lev. .60 �. B./M/. �DZ ELE9. a Q N N c 10 Garage 4ev, W 1x'" € .B.B.P. �Q•O,$-fM --+ ErJo Z7 liK A BOUNDARY SURYE�I survey Conforms the Minimum Teahnitel Standards for Land Surveying r � ®^ Q in the State of Florida.as outlined in Rules W-17,(RwWa Administrative ! !/ irtL`b �F "j: 61 coae>,as adopted by the Qepmtmene . ` Qp / of agriculture and Consumer Services, p• Board of Professional Surveyors and � In September,1981,ars amended, uant to Chapter 472.027 of the P4 tutes.mw Is true and correct a Florida Sta W t to the best of my and belief. surtvt:Y R90STRAMON No.M Q + ?• - - -. H c H PROPERTY OF: Cobert: J. Bourne., . 4 9 0` N.E:.. _101 th Street W� - WTvaaoWtT=ffTiiEsWn'nW: mi re F ort a ai�„W WA O A BOUNDARY L A N NW an, G A 'C 1 1 N C. W "WAL SUMI roe aero SURVEY MAPPM i hereby certify that the survey repre- L•B. #209.8 - BEALE SMITH #5238 sensed hereon meets the mfnitttrtnp ENGINEERS.-.LAND•SURVEYO.RS LAN..D PLA.fV:NERS. technical standards set fo►th the y j PROFESSIONAL SURVEYING AND MAPPING Board of land Surveyd.rs pu ;to LANNES& GARCIA, INC i Seetion.472.027,Fia,.Statut '.: era •� L.B.#2098 no encroach nts,oxeria ,.: FRANCISCO F-FAJARDO PSM#4767(QUALIFIER) f appeacin ,t , .. � an �: i shpvvrj 385 Alhambra CWe,Suite#C,Coral Gables.Florida 33134 t� PH(305)666-7909 FAX(305)442-2530 - Iannesaarcia[o�vat,or,tem !a. R Land Surve - es• r No. -DATE SCALE DRAIYN BY FCDRWG.Alov. .15 '' `I l��- Zo` � fiz��a893 0 8-10-06 "Recertified", Names and Certified To revised and Flood Information added. 17044Q E 7-1/x'2013 RECERTIFIED (FIELD WORK COMPLETED) CERTIFI253414 T.07K' rWA . & F4,dQ_D.:';��'rQ1V AT!ON REVISE6 . OPP _. .. ... t?'... .:4:.01:6 lAuld Of Sv .. .. • .. .. : A Arc 01simmA1C Air CwdMxft ftd 64iR Inward ftmW Remda KW 8ufg R Radius (C) Calculated CB Cam easin • . • •• �•• Ce�'ehe� • s 3�eiwre CU Ct�d•tiietatu,� RAD Radial CL Clear C4 meter'urte � e r • • •• • � � • •i�i)•••.• F ••' •i C • U• Ondrtsilb Ent RAN Right of Nay EN �t ETP EWW WWW rr 'Pad FH Fire Kydtant SEC Sadw FIP Found Iron Pipe FIR Fond trfln Rod (�•i • Fed•• •o• s•RCTerum aslum 8q2 Sexeengd 011 Overhang •01%13 O Records Books • • • • • • • •• 04 :' s� :P Plat SIP Set�Pipe PB ` Plat Book PC I Of Csa�rataaa t • Rbhut mf Cdl�gaWW%1iihs• Pt, Page SM 3idewac PA. Party trine Poli wokut or-Be®kuft POC Pan!of conre"Icement PRC Point Of Reveme UE Way t Curvature UP Utility Pae WM Water Rater Central Arsote PT Patti Of Tang�r WM Water Meter Tan�t LM L T IlAfttl. AE Amor fart 013 6ffw . 8) All c1mances ah or eyfCr( td�ffiC)11 R shown hween am of mkw. Fergie QwP2ftimp by Visual nw,ms. Legal t rs2*of few aft detumineli a . b) The issue of this survey is only for the exdusive arnd specific use of those gam,pis or insoutdons shown in the cerbfication. Any odw •Wended use MU rhe written approval from the ceFa5dn sem C) Com relic and t Fences Good Side Out. The vertical and horizontal W r `_i Bey, supporting members of a fence shall face the interior of the plot on which the fence is located d) UWffFauh l and the finished side shall face the adjoining Amy,not lot or any abutting right-of-way. e) The flood infOrmahm sewn hereon cels Wt MVIY that the refbimmeed property will or will not be free from flooding or and does not erg liabft i;3t&e PM of the f-m�any officer or eflyee flier®af,for any cla�;ge that reser frem r %me on said ffi . fl The lands&acted lie#soft wen surveyed per Aie k10&scriptm wd no clamas to owor u rs of tstle hire or ' �p g) This survey.is net to be raed fw a+ fn• NOTE: PAGE 2 OF 2 IS NOT COMPLETE X WITHOUT PAGE 1 OF 2 WITH"CORRESPONDING SURVEY # . f collmuldv 12,0652 Pwd . : 120860,0302 Sam: L FJ.P.K Wex 9-1.1-2009 E Not Available Bewh%16,If any dumn based on " (r . ) RAPID TITLE SERVTS �CQNiQANYCO1+ AlONWEALTH :LAND •:T7'TLE . J1ST�RAI �GE .COMPANY, ROBERT: J. BOURNEf FLAG-$•TAR BANK;, FSB, ITS SU�ICE334RS AND/OR ASSIGNS , AS W THEIR INTEREST .MAY* APPEAR. I hereby caft that this : sury Forms to the Mh*nu m In s s for Las ow s'mrey'tng f Rules$J-17,(FtorfdaaAdmt to Code)as adopted by the Department .' of Agriculture and Consumer Smvices, Board of Professional surveyors and tylappers in Septemb",1981,as amended, Pursuant to Chapter 472,027 of the Florida St3tuisaAW is tug and a to the best of my knowledge ando� QRI�A MAPPER REall Tm"M NO • PROPM "f(OF: ROBERT J. BOURNE, 490 N.E. 101st Street, Miami Shores, Florida 33138 Norvnuaamtai;rIm SOoNanaK FLOFWA a o _ �( ![NESS AMD GARCIA INC. MAPPER. I hey 48MY tlmt it* WWW flPfeft0od ! h the n&&AM WWW ft"J*0ft. Set.fb& by lite BCtBtrd Of L ib _ '., _ 68 PROFESSIONAL SURVEYING AND MAPPING AMD CANNES& GARCIA, INC tV qbwft a t* ft ear tb" as tt Wh L8.#2098 ( hitt FRANCISCO F.FAJARDO PSM#4787(OUALlfIER) 385 Alhambra Circle,Suite#C,Coral Gables,Florida 33134 ( PH(305)OW7909 FAX(305)442-2530 l ,garCial�yahon com 0 FLPROFs AXMMAPPER NO. ^ 0 RECERTJFIED, (FIELDWORR CO 1044 , , FLOOD INFORMATION REVISED. 7-3