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FW-16-1329 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-270858 Permit Number: FW-5-16-1329 Scheduled Inspection Date: ovember 09,2016 Permit Type: Fence/Wall Inspector: __ ;W CN MO Diaz Inspection Type: Final Owner: ANGELI,MARIA A Work Classification: Wood Fence Job Address:137 NW 106 Street Miami Shores, FL 33150-1247 Phone Number (818)967-7958 Parcel Number 1121360080290 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACE CURRENT BACKYARD FENCE WITH A NEW Infractio Passed comments CNE/WOOD FENCE 6' HIGH INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-258972. Failed Wood fence Ok. Correction ❑ Needed Re-Inspection ❑ Fee 11/09/16 No Additional Inspections can be scheduled until re-inspection fee is paid November 08,2016 For Inspections please call: (305)762-4949 Page 14 of 23 110;,5,< erg V 42 YNA ayx±r. s y,� Miami Shores Village Y.. Type- *$) 10050 N.E.2nd Avenue NW tNc rite i i>catrnr Wood Femme " n Miami Shores,FL 33138-0000 Phone: (305)7952204 a P8i~mit=SZat gAPPRt�Y� t 'I;. 511912{}11 Expiration: 11/15/2016 Project Address Parcel Number Applicant 137 NW 106 Street 1121360080290 MARIA A ANGELI Miami Shores, FL 33150-1247 Block: Lot: Owner Information Address Phone Cell MARIA A ANGELI 137 NW 106 Street (818)967-7958 MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 7,000.00 HOME OWNER Total Sq Feet: 270 ' Approved: Available Inspections: Comments: Inspection Type: Date Approved:: Final Date Denied: Foundation Type of Construction:Wood Fence Additional Info:REPLACE CURRENT BACKYARD FE Review Planning Classification:Residential Scanning:6 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.20 Invoice# FW-5-16-59798 DBPR Fee $4.05 DCA Fee $4.05 05/19!2016 Check#:183 $312.30 $0.00 Education Surcharge $1.40 Notary Fee $5.00 Permit Fee-Wire&Wood $270.00 Scanning Fee $18.00 Technology Fee $5.60 Total: $312.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that II t e foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin . thermo ,I t the above-named contractor to do the work stated. May 19,2016 AuthoriVSignur Owner / App' nt / Contractor / Agent Date Buildinga Opy May 19,2016 1 \N7 Miami Shores Village - - - � Building Department MAY 172016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138` :_----- Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201q5 BUILDING Master Permit No._ U!_J IA?—_O PERMIT APPLICATION Sub Permit No. U196ILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION Ej RENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: `06:t ST City:_ Miami Shores County: Miami Dade Zip: 33)-SO Folio/Parcel#: Is the Building Historically Designated:Yes NO—)< Occupancy Type: Load: Constr t(o Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 1 +c-- rka izQ=iA, Phone#: B\?)-�r�� Address: \c)Q::5� 5� City: Stater Zip: 3:31 Tenant/Lessee Name: Phone#: Email: t CONTRACTOR:Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$_ _-CCO Square/Linear Footage of Work: 2.-4-0 Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Z (- c / tr Specify color of color thru tile: Submittal Fee$ Permit Fee$ ® CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ —S12,30 (Revised02/24/2014) � r Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 Signature T 4Ow __' CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �--?rd day of20 by day of 20 by n 4r//4*e InU e)I who is personally known to who is personally known to 5Q'r U 01. ?fi me or who ha�produced L jZ y&5 I D2 5L13 O as me or who has produced as identification and who E take 071h�-7cl 2-37 D ' identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: �YD n r1.� Lai, 2�J Print• o Seal: ,;Pi P%A IVONNE LANDERO Seal: Notary Public-State of Florida My Com .Expires Jun 26,2016 . Comm S43 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) �5�!O Miami Shores Village ---- o,n„ Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT f' NAME: ��� ✓ DATE: Pk ADDRESS: 16& r6101771 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial_ 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial_ S. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial .e 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial ffA 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. �/[l� Initial 1 11 i 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that i may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvforidalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: �o-'�" / r--t I o�-ii �vhc�► �"L 331 S� Initial F-'l'� 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of 20 r By � �� � � � who was personally known to me or who has ��� 1�uuluN�N�i Produced there c rise or as idem ation.q ii,,� c, ��Q�;.•' MY Cpl• ' r f'' • d a"G"» �' �®- � • rot:off„: OWNER NOTAR ;o ,�q ' Fiflsa:t{�66Nt�' ,Property Search Application- Miami-Dade County Page 1 of 8 �ti £ E 015 r� s + N-11 e IMPORTANT MESSAGE The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information. Address Owner Name Folio SEARCH: 137 nw 106 st Suite Back to Search Results PROPERTY INFORMATION Folio: 11-2136-008-0290 Sub-Division: DUNNINGS MIAMI SHORES EXT 4 Property Address 137 NW 106 ST Miami Shores,FL 33150-1247 Owner MARIA A ANGELI SAMUEL A GUEVARA Mailing Address 137 NW 106 ST MIAMI SHORES,FL 33150 Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 http://www.miamidade.gov/propertysearch/ 5/3/2016 ALIOSKAR GANEM, P.E. Lic. #74745 m 1380 NE MIAMI GARDENS DR.SUITE 251 North Miami Beach—Florida 33179 Phone(786)916-6546 Fax(305)848-9318 alioskar@hotmail.com PAGE �/19 COVER SHEET DATE: May 16, 2016 0000 PROJECT: NEW WOOD FENCE&GATE. •�•••• •••••• • • 0 0000.• 0000.. •• • 0000.. 000000 ADDRESS: 137 NW 106th St • 0000 • 0000.. 0000. 0000 Miami Shores, FL 33150 •••••• •0••• • 6 .. 0696.6 6 0000.. .6 • 0 • 0000.. CLIENT: 66••00 • • • • 699969 000 9 • 969. 6 60 6 DESIGN BY: AG This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 19. Computations were performed to the best of our knowledge according to sound and generally accepted engineering principals and Code requirements, using nationally recognized computer software and in-house developed software. Prior to commissioning into service, the in-house developed software was thoroughly checked o�,RgQf'q"9 sparallel manual heets pages 1 through 19.ions. The sign and seal provided herein are meant to �,,® A corgi00 `°/ 9 , 'C'''i O < �►'s m9 m _ CPA�D Ga em #CA745 ��� PAGE 11/19 INDEX DESCRIPTION PAGE Wind Design (MWFRS) 1 Wood Picket Design 3 Wood Post Design 4 Foundation Design 5 Steel frame to gate (properties) 6 • Steel frame to gate Design 10 .•�9999. • • • 9999 • • •' :': ®psigrrgreup 11 9999.. 9 09 90.666 Steel pldS�pesign 18 • 9999 9999.. 9999. 6 j .Fpundpjon Design (to steel post 19 9999.. . . 999 .. 9999 • 9999.. • . . 9999.. 9999.. • • ..66 . .. ,a 1/19 CA ind Versi®n 2 . 1 . 0 . 6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2016 www.mecaenterprises.cou Date 5/11/2016 Project No. Company Name ALIOSKAR GANEM PE Designed By AG FL 74745 Address 2801 NE 183rd ST Description City AVENTURA Customer Name State FL. Proj Location File Location: \\Alioskar\projects\FENCE\MIAMI SHORESS\WIND 6FT.wnd Other Structures & Building Appurtances MWFRS (Ch 29) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 115.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft 41.4141 lzm: Cc* (33/Zm)"0.167 = 0.23 • • 4141•• 4141•••• Lzm: 1*(Zm/33)'�Epsilon 4 427 46 ft 00 Q: (1/ (1+0.63* ( (B+Ht)/Lzm)'0.63) )'0.5 = 41410. 7 •• •41• • 4141 • 41416066 Gust2: 0.925* ( (1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm) ) • • • 41410000 4141•••• Gust Factor Summary 410000 ;41.. • • Not a Flexible Structure use the Lessor of Gustl or Gust2 = e41©985 • •�:••• 0.0009 *se • 4141••• Design Wind. Pressure - Other Structures *e*e9* • • 4141 4141•••• • Elev Kz Kzt qz W_Pres_Cf( 1.52) 0410000 • •. ft psf psf : 41 : • • '41'414141 4141.••• 0 • ------- ------- ------- -------- ----------------- • • • •••41.41 6.00 0.85 1.00 14.657 18.94 ••00 : 609:64 0941 • 41 6.00 0.85 1.00 14.657 18.94 ••41 0 5.00 0.85 1.00 14.657 18.94 4.00 0.85 1.00 14.657 18.94 3.00 0.85 1.00 14.657 18.94 2.00 0.85 1.00 14.657 18.94 1.00 0.85 1.00 14.657 18.94 Note: W Pres Cf is Wind Pressure based on Cf(Force Coefficient) Figure 29.4-1: Wind Loads for Solid Signs & Freestanding Walls 2/19 CaseA Case B Mgt Raw y � g M e e a s e Cf - Force Coefficient = 1.52 Rd - Reduction Factor (1- (1-E)'1.5) = 1.00 WIND PRESSURE Kz = 0.85 DESIGN Kzt = 1.00 Qz = 14.657 psf Wind Pressure at Elevation 6 ft = 18.937 ps -q z Notes: 1) Signs with openings comprising < 30% of gross area are considered solid signs 2) Force Coefficients for solid signs with openings shall be multiplied by Rd 3) Case C only applies when Bs >= 2 6699 9••69• •••9•• • • • • • • • • • • ..••9• • •.• 6606•• • • • •969•• •99••• • • • • 999• •6.99. 6 • •969• • 9.99 •0000 •90 •00.00 • • •0 • • •00'• •• •• •• • • • 9.9.99 6606•• • • • • • • • • :•••9.• 6 • • 0000 0 •• • 9 3/19 WOOD PICKETS DESIGN BASED ON NDS 2005 WIND PRESSURE — 19 psf (ASD) THICK. PICKETS = 1.5 in WIDTH PICKETS = 1.5 in W ( Lb /ft ) = 2.38 Cd = 1. W= WIND PRESSURE x WIDTHPICKETS =" L (ft ) = 4 ••• W= 2.38 Lb /ft age M �... ' ....�. L (spam) = 4 ft ..•:.. :*sea: M = WxL2 V= WxL ••••••••• • ' . ••• • ••••• 8 2 • .. .. .. ...... M = 57.00 Lb - in V = 4.75 Lb ' • ' ••• S = M of • Fb Fb = 1.25 Ksi S = 57.00 Lb - in 2,000 psi CD = 1.6 due to Wind S = 0.03 in3 <Sx, ok Sx = 0.56 in3 USE WOOD POST SOUTHERN PINE ( _ i ) 4/19 WOOD POST DESIGN BASED ON NDS 2005 WIND PRESSURE = 19 psf (ASD) Tributary Width = 4 ft Cd = 1.6 W= WIND PRESSURE x TRIG. WIDTH W(LOAD) L SPAM) W(LOAD)= 76.00 Lb /ft L (SPAM) = 6 ft ...Width = 3.50 in •�•••� 'bepth =...... 3.50 in .... M •::l x L P (TOTAL)= M • ...... ...... . . . . ••••% M 1416.00 Lb - in P (TOTAL)= 456.0 Lb S = M F'b Fb = 1.5 Ksi S = 6.84 in3 <sx, ok SX = 7.15 in3 S = 16416.00 Lb - in 2,400 psi CD = 1.6 due to Wind USE WOOD POST SOUTHERN PINE No 2 4 X 4 SDS (Sx=7.15in ) 5/19 POST EMBEDDED IN CONCRETE FOOTINGS IN EARTH F.B.C. 1819.7.2.1 UNCONSTRAINED b = diameter of round post or diagonal dimension of square post or footing, feet. d = depth of embedment in earth in feet but not over 12 feet for purpose of computing lateral pressure. h = distance in feet from ground surface to point of application of P. P = applied lateral force, pounds. S_1 = Allowable lateral soil-bearing pressure as set forth in Table §1819.6 based on a depth of one-third the depth of embedment, pounds per square foot. F = 2 (FBC 1819.6.1) •••• S3 = FxSxD d = 0.5A(1 + [ 1 + ( 4.36h4A}j;`1/2 };•„• •••.'• S1 = S3 A= 2.34 P/ S_1 b ••••*• • TRIAL • 6.00 1400.00 1.90 2400 1.00 456.00 3.00 0.70 1.91 . •••••• • • ••••• .. .. . ...••• • 6.00 400 1.91 2400 1.00 456 3.00 0.70 1.90 •...•• '. 6.00 400 1.90 2400 1.00 456 3.00 0.70 1.90 ' ' ••:• •• • 6.00 400 1.90 2400 1.00 456 3.00 0.70 1.90 : ••• •""' 6.00 400 1.90 2400 1.00 456 3.00 0.70 1.90 P= 456 Lb •.' e 6.00 400 1.90 2400 1.00 456 3.00 0.70 1.90 6.00 400 1.90 2400 1.00 456 3.00 0.70 1.90 6.00 400 1.90 2400 1.00 456 3.00 0.70 1.90 6.00 400 1.90 2400 1.00 456 3.00 0.70 1.90 h= 3.00 ft 6.00 400 1.90 2400 1.00 456 3.00 0.70 1.90 USE CONCRETE FOOTING d= 23 in b = 12 " O and d = 23 " Deep b= 12 in ... . . . ..: . • .. .. . . .. .. 6/19 .._ GATES . . : : : : .:• May 16,2016;01:50 PM Load Case:D •• • ••• • ••• • IES ViSM AnaWS 8.00.0013 •: :• 00 •• • • • • • • • • • • • • ••• 0 goo • • • • •• ••• •• • • • •• • •• • • • • ••• • HSS4x2x1l4 HSS4x2x1l4 H$S4x2x1t4 HSS4x2xit4 tiss� tiss� Z dip fi 2 frF 2 2 W co a HSS4x2x1l4 HSS4x2x1l4 HSS4x2x114 HSS4uZd/4 7/19 GATES Inlay 16,2016;01:50 PM Load Cass:D IES VIsua Analos 8.00.GD13 L=5 ft L=5 ft L=5 ft L=5 ft 8A02c9y0aIP �prY ;v L=5 ft L=5 ft L=5 ft L=5 ft •• ••• • • • • • •• 000 0 • •• • • • • ••• • •• ••• •• • • • •• •• • ••• • • • • • • • • • •: ••• •i• i• �• see 0 •• •• .0• .. .. • • • 8/19 • . GATES ••• • • • • ••• • • May 16,2016;01:51 PM Load Case:D •• • IES Msua[Ana"Is 8.00.0013 •e: i• • ••• i• • • ••i •i•i • • • • • ••• • •% • • •• ••• •• • • • •• • •• • • • • ••• • •• ••• • • • • • •• 9/19 GATES INay 16,2015:01:52 PM Load Case:W+Y IES Msua[Am"is 8.00.0013 w+y= 19psf x3ft=57lb/ft w+y= 19psf x5ft=95lb/ft w+y= 19psf x2.5ft=47.51b/ft .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . 0:0 . 0 :0 . . .... . . . . . oes .. .. .. .. . . . .. . ... . ... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ••• • • • ••••• • •. •• . . .. .. 10/19 GATES ' •:• : : : : •:• May 16,2016;02:02 PM DBS(yn View,Unity Checks •• • ••• • 00: • IES MswlAm4sis 8.00.0013 • •• • •• • • •• • • • • • •• • • • ••• • ••• • • •• ••• •• • • • •. • •• • • • • ••• • •• ••• • • • • • •• 0..0}S o ��0 0. 0 0.$1$ 0. 0� o Q 16�"^ o 0.896 o. JIN IN MAEp ' ml '1111 Rl E 7�; v3 e V SEE Project: GATES 11/19 May 16,2016 Design Group Results Design Group: Steel Beam X_G01 per AISC ASD (2005) Designed As: HSS40x1/4, Material:\SteeMSTM A500 Grade B(Fy=46ksi) Combined Check Member Result Offset Code Unity Details Name Case ft Ref. Check BmX001 D+0.6W»+Y 5.0000 H1-1b 0.5552 OK Cb=0.68669, Lb=5ft BmX002 D+0.6W»+Y 5.0000 H1-1b 0.7489 OK Cb= 1.1657, Lb=5ft BmX003 D+0.6W»+Y 0.0000 H1-1b 0.7489 OK Cb= 1.1657, Lb=5ft BmX004 D+0.6W»+Y 0.0000 H1-1b 0.5552 OK Cb=0.68669, Lb=5ft BmX005 D+0.6W»+Y 5.0000 HI-1b 0.5870 OK KLz=4.4000 ft, KLy=5ft, Cb= 1.1881 , Lb=5ft BmX006 D+0.6W»+Y 5.0000 H1-1b 0.7365 OK Cb= 1.1033, Lb=5ft BmX007 D+0.6W»+Y 0.0000 H1-1b 0.7365 OK Cb= 1.1033, Lb=5ft BmX008 D+0.6W»+Y 0.0000 HI-Ib 0.5870 OK KLz=4.4000 ft, KLy=5 ft, Cb= 1.1881 , Lb=5ft Axial Check Member Result Offset Demand Fx Capacity Fx Code Unity Details Name Case ft Ib lb Ref. Check BmX001 D+0.75(L+0.6W+Lr)»+Y 5.0000 0.9251 67209.5824 D2-1 0.0000 OK BmX002 D+0.75(L+0.6W+Lr) »+Y 5.0000 •0.9.263 • • .45086.0020. E3-2FB 0.0000 OK KLz=4.7000 ft, '.; ; : ; : : KLy=5ft BmX003 D+0.75(L+0.6W+Lr)»+Y 5.0000 •40.925= ; ; ; #5=002b. E3-2FB 0.0000 OK KLz=4.7000 ft, •. ... •• . • . •. KLy=5ft BmX004 D+0.75(L+0.6W+Lr)»+Y 5.0000 0.9251 67209.5824 D2-1 0.0000 OK BmX005 D+0.75(L+0.6W+Lr)»+Y 5.0000 144.0729 45086.0020 E3-2FB 0.0032 OK KLz=4.4000 ft, ••• 0:a : :0 •e• •e• KLy=5ft BmX006 D+0.75(L+0.6W+Lr)»+Y 5.0000 0.:44:)725 .' ;672.09:yl;2C EV-1 0.0021 OK BmX007 D+0.75(L+0.6W+Lr)»+Y 5.0000 ��'144p'P29 ;.. :67209.4fp4•PI-2-1 0.0021 OK Page 1 VisualAnaAVsir 8400(wwwfeswetaawm). • • ••••• • • • • • • • • • • • • • •• •• .. .. . . .. .. . . . . . . . . . . Project: GATES ••• • 12/19 May 16,2016 BmX008 D+0.75(L+0.6W+Lr)»+Y 5.0000 •• 144.0729•.• • 45086.0020•E3-2FB 0.0032 OK KLz=4.4000 ft, •: :' . '. :• . .: : : KLy=5ft Strona Flexure Check Member Result Offset Demand Mz Capacity Mz Code Unity Details Name Case ft Ib►It •.. .. • • Ib-ft,.Ref. Check BmX001 D+0:6W»+Y 5.0000 -13.9177 •. • • ;6741;.6431 -1 0.0021 OK Lb=5 ft, .•: : : : : : Cb=0.68669 BmX002 D+0.6H 0.0000 -18.9643' "• • . 6748.5631 77-1 0.0028 OK Lb=5 ft, Cb= 1.1670 BmX003 D+0.6W»+Y 5.0000 -18.9643 6748.5031 F7-1 0.0028 OK Lb=5 ft, Cb= 1.1657 BmX004 D+0.6H 0.0000 -13.9177 6748.5031 F7-1 0.0021 OK Lb=5 ft, Cb=0.68726 BmX005 D+0.6H 0.0000 -20.4168 6748.5031 F7-1 0.0030 OK Lb=5 ft, Cb= 1.1893 BmX006 D+0.6H 0.0000 -18.9757 6748.5031 F7-1 0.0028 OK Lb=5 ft, Cb= 1.1044 BmX007 D+0.6W»+Y 5.0000 -18.9757 6748.5031 F7-1 0.0028 OK Lb=5 ft, Cb= 1.1033 BmX008 D+0.6W»+Y 5.0000 -20.4168 6748.5031 F7-1 0.0030 OK Lb=5 ft, Cb=1.1881 Weak Flexure Check Member Result Offset Demand My Capacity My Code Unity Details Name Case ft Ib-ft Ib-ft Ref. Check BmX001 0.6D+0.6W»+Y 5.0000 -2272.5172 4108.7823 F7-1 0.5531 OK BmX002 0.6D+0.6W»+Y 5.0000 -3068.7109 4108.7823 F7-1 0.7469 OK BmX003 0.6D+0.6W»+Y 0.0000 -3068.7109 4108.7823 F7-1 0.7469 OK BmX004 0.6D+0.6W»+Y 0.0000 -2272.5172 4108.7823 F7-1 0.5531 OK BmX005 0.6D+0.6W»+Y 5.0000 -2398.3847 4108.7823 F7-1 0.5837 OK BmX006 0.6D+0.6W»+Y 5.0000 -3014.0801 4108.7823 F7-1 0.7336 OK BmX007 0.6D+0.6W»+Y 0.0000 -3014.0801 4108.7823 F7-1 0.7336 OK BmX008 0.6D+0.6W»+Y 0.0000 -2398.3847 4108.7823 F7-1 0.5837 OK Strona Shear Check Member Result Offset Demand Vy Capacity Vy Code Unity Details Name Case ft Ib Ib Ref. Check BmX001 D+0.75(L+0.6W+Lr)»+Y 5.0000 -190.7813 30806.2269 G2-1+St.Venant 0.0062 OK BmX002 D+0.75(L+0.6W+Lr)»+Y 0.0000 656.9761 30806.2269 G2-1+St.Venant 0.0213 OK BmX003 D+0.75(L+0.6W+Lr)»+Y 5.0000 -656.9761 30806.2269 G2-1+St.Venant 0.0213 OK BmX004 D+0.75(L+0.6W+Lr)»+Y 0.0000 190.7813 30806.2269 G2-1+St.Venant 0.0062 OK BmX005 D+0.75(L+0.6W+Lr)»+Y 0.0000 566.2128 30806.2269 G2-1+St.Venant 0.0184 OK BmX006 D+0.75(L+0.6W+Lr)»+Y 0.0000 370.0748 30806.2269 G2-1+St.Venant 0.0120 OK Page 2 Visua/Analysis 8.00(www.iesweb.com) Project: GATES 13/19 May 16, 2016 BmX007 D+0.75(L+0.6W+Lr)»+Y 5.0000 -370.0748 30806.2269 G2-1+St.Venant 0.0120 OK BmX008 D+0.75(L+0.6W+Lr)»+Y 5.0000 -566.2128 30806.2269 G2-1+St.Venant 0.0184 OK Weak Shear Check Member Result Offset Demand Vz Capacity Vz Code Unity Details Name Case ft Ib Ib Ref. Check BmX001 D+0.6W»+Y 0.0000 -732.4608 15403.1135 G2-1+St.Venant 0.0476 OK BmX002 D+0.6W»+Y 0.0000 -885.3722 15403.1135 G2-1+St.Venant 0.0575 OK BmX003 D+0.6W»+Y 5.0000 885.3722 15403.1135 G2-1+St.Venant 0.0575 OK BmX004 D+0.6W»+Y 5.0000 732.4608 15403.1135 G2-1+St.Venant 0.0476 OK BmX005 D+0.6W»+Y 0.0000 -1119.1085 15403.1135 G2-1+St.Venant 0.0727 OK BmX006 D+0.6W»+Y 0.0000 -589.6839 15403.1135 G2-1+St.Venant 0.0383 OK BmX007 D+0.6W»+Y 5.0000 589.6839 15403.1135 G2-1+St.Venant 0.0383 OK BmX008 D+0.6W»+Y 5.0000 1119.1085 15403.1135 G2-1+St.Venant 0.0727 OK . •• • . • . ... • .. .•• .• . • • .• .. . . . . . .• • . •• • .•. . .•. . Page 3 VisualAnalyp4,0.0,Q(wwwJww@b.gwv) • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r .. .. . . .. .. . . . . . . . . . . . Project: GATES ••• • 14/19 May 16,2016 .. . ... . •.• . Design Group Results .00 • • • . . • • • • • ••• • ••• • • Design Group: Steel V Brace G03 per AISC ASD (2005) Designed As: HSS20x1/4,Material:\Steel\ASTM A500 Grade B(Fy=46ksi) .. ... .. • • . .. . . . . ... . Combined Check •• • Member Result Offset CbRdie•• •• Unity Details Name Case ft Ref. Check V001 D+0.6W»+Y 7.8102 1-11-1b 0.2323 OK Cb= 1 , Lb=7.8102 ft V002 D+0.6W»+Y 7.8102 H1-1b 0.2972 OK KL=7.8102 ft, Cb=1 , Lb=7.8102 ft V003 D+0.6W»+Y 0.0000 H1-1b 0.2972 OK KL=7.8102 ft, Cb=1 , Lb=7.8102 ft V004 D+0.6W»+Y 0.0000 H1-1b 0.2323 OK Cb= 1 , Lb=7.8102 ft Axial Check Member Result Offset Demand Fx Capacity Fx Code Unity Details Name Case ft Ib lb Ref. Check V001 D+0.75(L+0.6W+Lr)))+Y 0.0000 352.5444 41592.8141 D2-1 0.0085 OK V002 D+0.75(L+0.6W+Lr)»+Y 0.0000 125.0249 12782.3036 E3-3FB 0.0098 OK Lu=7.8102 ft, KL=7.8102 ft V003 D+0.75(L+0.6W+Lr)»+Y 7.8102 125.0249 12782.3036 E3-3FB 0.0098 OK Lu=7.8102 ft, KL=7.8102 ft V004 D+0.75 L+0.6W+Lr »+Y 7.8102 352.5444 41592.8141 D2-1 0.0085 OK Strona Flexure Check Member Result Offset Demand Mz Capacity Mz Code Unity Details Name Case ft Ib-ft Ib-ft Ref. Check V001 D+0.6H 7.8102 -17.8430 2212.7744 F7-1 0.0081 OK Lb=7.8102 ft, Cb=1 V002 D+0.6H 7.8102 -16.6763 2212.7744 F7-1 0.0075 OK Lb=7.8102 ft, Cb=1 V003 D+0.6H 0.0000 -16.6763 2212.7744 F7-1 0.0075 OK Lb=7.8102 ft, Cb= 1 V004 D+0.6H 0.0000 -17.8430 2212.7744 F7-1 0.0081 OK Lb=7.8102 ft, Cb= 1 Weak Flexure Check Pagel VisualAnalysis 8.00(www.iesweb.com) Project: GATES 15/19 May 16,2016 Member Result Offset Demand My Capacity My Code Unity Details Name Case ft Ib-ft Ib-ft Ref. Check V001 0.6D+0.6W»+Y 7.8102 -487.5330 2212.7744 F7-1 0.2203 OK V002 0.6D+0.6W»+Y 7.8102 -632.7554 2212.7744 F7-1 0.2860 OK V003 0.6D+0.6W»+Y 0.0000 -632.7554 2212.7744 F7-1 0.2860 OK V004 0.6D+0.6W v+Y 0.0000 -487.5330 2212.7744 F7-1 0.2203 OK Strong Shear Check Member Result Offset Demand Vy Capacity Vy Code Unity Details Name Case ft Ib Ib Ref. Check V001 D+0.75(L+0.6W+Lr)»+Y 7.8102 -2098.2621 15403.1135 G2-1+St.Venant 0.1362 OK V002 D+0.75(L+0.6W+Lr)»+Y 7.8102 -5007.8056 15403.1135 G2-1+St.Venant 0.3251 OK V003 D+0.75(L+0.6W+Lr)»+Y 0.0000 5007.8056 15403.1135 G2-1+St.Venant 0.3251 OK V004 D+0.75 L+0.6W+Lr »+Y 0.0000 2098.2621 15403.1135 G2-1+St.Venant 0.1362 OK Weak Shear Check Member Result Offset Demand Vz Capacity Vz Code Unity Details Name Case ft Ib Ib Ref. Check V001 D+0.6W»+Y 7.8102 -2143.4333 15403.1135 G2-1+St.Venant 0.1392 OK V002 D+0.6W v+Y 7.8102 -5015.8767 15403.1135 G2-1+St.Venant 0.3256 OK V003 D+0.6W v+Y 7.8102 5015.8767 15403.1135 G2-1+St.Venant 0.3256 OK V004 D+0.6W»+Y 7.8102 2143.4333 15403.1135 G2-1+St.Venant 0.1392 OK .. .•• .. . • • .• .. . .•• . ..• • Page 2 Visua/AnalysioB.W(wwwJww@b.co*) • • 16/19 Project: GATES ••• • May 16,2016 "' ••• • ss . :so . so: Design Group Results ' s " ' . ... . ... .• . Design Group: Steel_Column G02 per AISC ASD (2005) Designed As: HSS40x1/4, Material:\Steel\ASTM A500 Grade B(Fy=46ksi) ••• •• • �� • ss • • • s ass • Combined Check •• • • • Member Result Offset Cott 000 • • • • • •• Unity Details Name Case ft Ref. Check COL001 D+0.6W»+Y 3.9600 H1-1b 0.0377 OK Cb=1.1654, Lb=6ft COL001-0 D+0.6W»+Y 0.0000 H1-1b 0.0568 OK KLz=4.4500 ft, KLy=6 ft, Cb= 1.1687, Lb=6ft COL001-1 D+0.6W»+Y 6.0000 H1-1b 0.0617 OK Cb= 1 , Lb=6ft COL001-2 D+0.6W»+Y 0.0000 H1-1b 0.0568 OK KLz=4.4500 ft, KLy=6 ft, Cb=1.1687, Lb=6ft COL001-3 D+0.6W»+Y 3.9600 H1-1b 0.0377 OK Cb=1.1654, Lb=6ft Axial Check Member Result Offset Demand Fx Capacity Fx Code Unity Details Name Case ft Ib Ib Ref. Check COL001 D+0.6H 0.0000 24.9466 37822.5110 E3-2FB 0.0007 OK KLz=4.7000 ft, KLy=6ft COL001-0 D+0.75(L+0.6W+Lr)»+Y 0.0000 93.2063 37822.5110 E3-2FB 0.0025 OK KLz=4.4500 ft, KLy=6ft COL001-1 D+0.75(L+0.6W+Lr)»+Y 6.0000 88.7723 67209.5824 D2-1 0.0013 OK COL001-2 D+0.75(L+0.6W+Lr)»+Y 0.0000 93.2063 37822.5110 E3-2FB 0.0025 OK KLz=4.4500 ft, KLy=6ft COL001-3 D+0.6H 0.0000 24.9466 37822.5110 E3-2FB 0.0007 OK KLz=4.7000 ft, KLy=6ft Strona Flexure Check Member Result Offset Demand Mz Capacity Mz Code Unity Details Name Case ft Ib-ft lb-ft Ref. Check COL001 D+0.6W»+Y 6.0000 -25.4705 6748.5031 F7-1 0.0038 OK Lb=6 ft, Cb=1.1654 Pagel VisualAnalysis 8.00(www.iesweb.com) Project: GATES 17/19 May 16,2016 COL001-0 D+0.6H 0.0000 6.0546 6748.5031 F7-1 0.0009 OK Lb=6 ft, Cb=1.1687 COL001-2 D+0.6H 0.0000 -6.0546 6748.5031 F7-1 0.0009 OK Lb=6 ft, Cb=1.1687 COL001-3 D+0.6W»+Y 6.0000 25.4705 6748.5031 F7-1 0.0038 OK Lb=6 ft, Cb=1.1654 Weak Flexure Check Member Result Offset Demand My Capacity My Code Unity Details Name Case ft Ib-ft Ib-ft Ref. Check COL001 0.6D+0.6W v+Y 3.8400 -149.0683 4108.7823 F7-1 0.0363 OK COL001-0 0.6D+0.6W»+Y 0.0000 224.4565 4108.7823 F7-1 0.0546 OK COL001-1 0.6D+0.6W»+Y 6.0000 250.7533 4108.7823 F7-1 0.0610 OK COL001-2 0.6D+0.6W»+Y 0.0000 224.4565 4108.7823 F7-1 0.0546 OK COL001-3 0.6D+0.6W>>+Y 3.8400 -149.0683 4108.7823 F7-1 0.0363 OK Strong Shear Check Member Result Offset Demand Vy Capacity Vy Code Unity Details Name Case ft lb Ib Ref. Check COL001 D+0.75(L+0.6W+Lr)»+Y 6.0000 -493.0889 30806.2269 G2-1+St.Venant 0.0160 OK COL001-0 D+0.75(L+0.6W+Lr)»+Y 6.0000 -263.7469 30806.2269 G2-1+St.Venant 0.0086 OK COL001-2 D+0.75(L+0.6W+Lr)»+Y 6.0000 263.7469 30806.2269 G2-1+St.Venant 0.0086 OK COL001-3 D+0.75 L+0.6W+Lr »+Y 6.0000 493.0889 30806.2269 G2-1+St.Venant 0.0160 OK Weak Shear Check Member Result Offset Demand Vz Capacity Vz Code Unity Details Name Case ft Ib Ib Ref. Check COL001 D+0.6W»+Y 0.0000 -593.9789 15403.1135 G2-1+St.Venant 0.0386 OK COL001-0 D+0.6W»+Y 0.0000 -462.0832 15403.1135 G2-1+St.Venant 0.0300 OK COL001-1 D+0.6W»+Y 6.0000 200.5058 15403.1135 G2-1 0.0130 OK COL001-2 D+0.6W»+Y 0.0000 -462.0832 15403.1135 G2-1+St.Venant 0.0300 OK COL001-3 D+0.6W»+Y 0.0000 -593.9789 15403.1135 G2-1+St.Venant 0.0386 OK •• ••• •• • • • •• • ••• • ••• • • •• • ••• • ••• • Page 2 Visua/AnalysiP8.00(wvT.i@svFp6.L-�ffli) • • • • • • • • • • • •• •• • • • •• •• 18/19 STEEL POST DESIGN BASED WIND PRESSURE = 19 psf (ASD) Tributary Width = 12 ft ••••Cd = 1.6 0'0�= WIUO�PRESSl1jtE jRIB. WIDTH L ( spam) "'• W(-LEAD)_ ••:•'228.00 .9048. _ .�.�NA6 - •94.44 6 ft ••••• •••• w ( load) {.. ••••• Width = :••�•• 4.00 in ,. .. Depth = ...... 4.00 in 9999•. 9999.. 9999.. . . . . �.:..� • .. 2 WxL P (TOTAL)= M 2 ( L/2 ) M = 49248.00 Lb - in P (TOTAL)= 1368.0 Lb S = M F'b Fb = 50 Ksi S = 0.62 in3 <sx,ok Sx =3.9in3 S = 49248.00 Lb - in 80,000 psi CD = 1.6 due to Wind USE ST A500 GRADE B .HSS 4" " x 1/8" ( Sx = 3.9 in3 ) 19/19 POST EMBEDDED IN CONCRETE FOOTINGS IN EARTH F.B.C. 1819.7.2.1 UNCONSTRAINED b = diameter of round post or diagonal dimension of square post or footing, feet. d = depth of embedment in earth in feet but not over 12 feet for purpose of computing lateral pressure. .000 h = distance in feet from ground surface to point of application of P. 0004*0 P = applied lateral force, pounds. '. S_1 =Allowable lateral soil-bearing pressure as set forth in Table §1819.6 � ;d on adept; ,0000, .6690. of one-third the depth of embedment, pounds per square foot. 000000 00• • 0000.. F = 2 (FBC 1819.6.1) •'•• • 0000.. ... . 0000. S3 = FxSxD d = 0.5A(1 + [ 1 + ( 4.36hlj?• J•^1/2 } •.: ....0. S1 = S3 A= 2.34P / ( S_1 b ) ' TRIAL 960900 . . 0000.. F, �c b P� , b) „ fi} A { .. . 4.00 400.00 2.81 1600 1.50 ';1 1368.00 1 2.50 1.42 2.81 4.00 400 2.81 1600 1.50 1368 2.50 1.43 2.81 4.00 400 2.81 1600 1.50 1368 2.50 1.42 2.81 4.00 400 2.81 1600 1.50 1368 2.50 1.43 2.81 4.00 400 2.81 1600 1.50 1368 2.50 1.42 2.81 P= 1368 Lb 4.00 400 2.81 1600 1.50 1368 2.50 1.43 2.81 4.00 400 2.81 1600 1.50 1368 2.50 1.42 2.81 4.00 400 2.81 1600 1.50 1368 2.50 1.43 2.81 4.00 400 2.81 1600 1.50 1368 2.50 1.42 2.81 h= 3.00 ft 4.00 400 2.81 1600 1.50 1368 2.50 1.43 2.81 USE x CONCRETE FOOTING d= 34 in b = 18 " 0 and d = 34 " Deep b= 18 in JOHN MA►F$RA & ASSOCIATES., INC. Professional Land Surveyors & Mappers W W W.IBARRALANDSURVEYORS•COM 777 N.W.72nd AVENUE 2804 DEL PRADO BLVD SOUTH SURE 3025 SUITE NO.202 UNIT 1 MIAMI,FLORIDA 33126 CAPE CORAL,FL 33904 71 PH: (305)262-0400 PH: (239)540-2660 FAX:(305)262-0401 FAX(239)540-2664 MAP OF BOUNDARY SURVEY 137 NW 106th STREET,MIAMI SHORES,FL 33150 LOT-5 I LOT-4 I LOT-3 BLOCK-205 I BLOCK-205 I BLOCK-205 el 12.5'ASPHAL7 U Y�V PVMTK' 15'ALLEY.M.A. c U.P. U 3PFy 7Jr.�0' — F.I.P. NO CAP NO CAP .... . . . C. NO, _ 1.02'CL. 0.35'ENCR. a C.$:•. 9Q 'CL.F ,C,.S. .'. 'CLF. 5'W.F. OVERHEAD WIRE •/• • �2 '1fi.f/i 'i ;a. ON PL. �, i 9.7 1.85'CL. cm Lor.1z 9.84' J! LOT-14 BLOCK-205 2IV ONE STORY N BLOCK-205 RES.#137 N LOT-13 N o BLOCK-205 J N 'C.L.F. ! 1/60:x° 0.75'CL. ,f 2.33'CL. ;70!4fii 9.91' • ' •.•.•• 0 Sege C.S. *••g i • ••• s• •• • •Sege• � N SSSS•• ••g••• NN See••g i•g••• 90.08 • e�y ..... • .. F.I.P.112 00 F.I.R.112" F.LP.1/2" • • �•:••• SSSS•• NO CAP `' NO CAP NO CAP •• •• • • P.C. 277;68''.'.'.'.'.'.". . .. , . . . . . . . . . . .. . . . . . . .. 7500' :so:*: • 5'CONC.SWK. . . . . . .ZJr.�O. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . :. . . : e S •SS••• F.I.P.112' . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . ••e••• NO CAP S S • • SSSS•• �••• SSSS • • •• • 22.6'PWY M � J. r .y N 106t�r'STREET 18.5 ASPHALT `75'TOTAL RIGHT-OF.-WAY PVMT " ENCROAGHMENTNOTES• A.WEST SIDE OF THE SUBJECT PROPERTY,NEIGHBORS WOOD FENCE IS ENCROACHING INTO THE SUBJECT PROPERTY. LEGAL DESCRIPTION.' DRAWN BY: DA SIeq� LOT 13,BLOCK205,DUNNINGSM/AM/SHORESEXTENS/ONNO,4, P '"F�S�FICq' ACCORD/NG TOTHEMAPORPLATTHEREOFASRECORDED/NPLA T BOOK 48,PAGE20, OF THE PUBLIC RECORDS OFM/AM/-DADE COUNTY, SCALE: 1"=20' : NO.6770 O FLORIDA. C 0: STATE OF CERT/F/CAT/ON.• FIELD DATE: 06/09/2015 MARIA A.ANGEL/&SAMUEL A.GUEVARA Fs"'••.�� 'ORy'�" SURVEY NO: 15-002333-1 NqL�pt1D OLD REPUBLIC NATIONAL 777LEINSURANCECOMPANY BANKERSMORTGAGELENDING,INC., ITS SUCCESSORSAND ORASS/GNS, SHEET: 2 OF 2 L.B.#7806 SEAL AS THE/RWERESTMA YAPPEAR