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FW-18-2469inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-000141-2018 Permit Number: FW-9-18-2469 Scheduled Inspection Date: September 25, 2018 Inspector: Naranjo, Ismael Owner: DORA & LEOPOLD WALTER Address: 6 NW 106 ST MIAMI SHORES, FL 331501 Project: <NONE> Contractor: MILIAN{ CONSTRUCTION CORP ADOLF MILIANI Permit Type: Fence/Wall Inspection Type: Building Final Work Classification: Ornamental/Metal Phone Number: Parcel Number: 1121360050170 Phone Number: 3055425075 Building Department Comments NEW METAL FENCE 6 FT TALL Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional inspections can be scheduled until re -inspection fee is paid. September 24, 2018 For Inspections please call: 305-762-4949 Page 9 of 39 //rc Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-312458 Permit Number: FW-9-18-2469 Scheduled Inspection Date: September 20, 2018 Inspector: Naranjo, Ismael Owner: WALTER, DORA & LEOPOLD Job Address: 6 NW 106 Street Miami Shores, FL 33150-1246 Project: <NONE> Contractor: MILIANI CONSTRUCTION CORP Permit Type: Fence/Wall Inspection Type: Foundation Work Classification: Iron/Ornamental Phone Number Parcel Number 1121360050170 Phone: (305)542-5075 Building Department Comments NEW METAL FENCE 6 FT TALL Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 19, 2018 For Inspections please call: (305)762-4949 Page 25 of 38 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, addressand pho number: ) NW ►1Z A � e //f 5. Surety: (Payment bond required by owner from contractor, or, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and s,ireet/ad ress: 2. Description of improvement: t- Il7e_ �- t-p.J _ _ Y 11111111111111111111111111111111 mn uu mi A)U} '33 6(7 C-FN 2018F:057251- OR BY. 31147 Ps 4065 (1F'ss) RFr:OrrED 09?1 9 /201 1 3:4 ,:__ , LIARVEY RUV1.Nr 1=LEF'I•;. OF COURT tl'A.{T..-C'A"DF COUNTY? FLORTrr-: Space above reserved for use of recording office 1 8. In addition to himself, Owners designates the following erson(s) to receive a copy of the Lienor's No e as provided i Section 713.13(1)(b), Florida Statutes. OF FLORIDA, COUNTY OF D Name, address and phone number: IHeREB,CERTIFY that the ! is stream! coned OR Aggii6A 9. Expiration date of this Notice of Commencement: HARVEYRUV1N, Clerk • --t .tr's (the expiratlo WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTE IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Own ) or Owner(s)' Auth ized Officer/Director/Partner/Manag Prepared By X Print Name ' ,✓' Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoie9 instrument was ack wle..e2'before m- tris By er ❑ Individually, or,Li asr for. ,Personally known, or L produced the following type of identificat In. p.. L...;TA. �a7 � _ di a' 47d) TICE OF CO MEN. SIDERED ATTORNEY BEFORE COMMENCING WORK Prepared By Title/Office Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STA UTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. 2f( s :".r;� _RAQU£LNARRIS •,,,,.; Commissart # GG 086867 •`- Erpirea July 24, 2021 Qr.tee Thru Trey Fain Insurance 800-3854019 Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By By 123 01.52 PAGE 3 6/12 Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Is Permit NO. FW-9-18-2469 Permit Type: Fence/Wan Work Classification: Iron/Ornamental Permit Status: APPROVED ue Date: 9/18/2018 Expiration: 03/17/2019 Parcel Number Applicant 6 NW 106 Street Miami Shores, FL 33150-1246 1121360050170 Block: Lot: DORA & LEOPOLD WALTER Owner Information Address Phone Cell DORA & LEOPOLD WALTER 6 NW 106 Street MIAMI SHORES FL 33150-1246 Contractor(s) MILIANI CONSTRUCTION CORP Phone (305)542-5075 CeII Phone Valuation: Total Sq Feet: $ 6,140.00 180 Approved: Comments: Date Approved: : Date Denied: Type of Construction: Other Classification: Residential Additional Info: NEW METAL FENCE 6 FT TALL Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge P&Z Review Fee Permit Fee - Wire & Wood Scanning Fee Technology Fee Total: Amount $4.20 $2.70 $2.00 $1.40 $35.00 $180.00 $9.00 $5.60 $239.90 Pay Date Pay Type Amt Paid Amt Due Invoice # FW-9-18-68906 09/18/2018 Check #: 1018 $ 239.90 $ 0.00 Available Inspections: Inspection Type: Final Foundation Review Public Works Review Planning Review Building 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 information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-nam: • contra o .•(• • - • ork stated. September 18, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy September 18, 2018 1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No. Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores Folio/Parcel#: , jl (P " "'0110 County: Miami Dade Occupancy Type: Load: Construction Type: Zip: 31 Is the Building Historically Designated: Yes NO de Flood Zone: BFE: FFE: Zip: ) tJV Tenant/Lessee Name: Phone#:.7y-/. OWNER: Name (Fee Simpl Titleholder):W % l hone#A30.5-IC&- 5 7'9 Address:A4 'VJ \C9 , City: >d Gam/" Email: State: \� CONTRACTOR: Company Name:l'et iL-_' C t c'C-J Address: ?05-1 n)tx/ City: 7.V1 /•c-'l State: (..� Phone#: -305- SCIZ 3 i 7? Qualifier Name: 4 , a c' A-J c Phone#: 3f7 ' ' Z ,)75-- State Certification or Registration #: CCIG I5 Z q d 3 2 ' Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 1 `T a/©0 Zip: Square/Linear Footage of Work: ks80 �1 Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace n Demolition Description of Work: (� ii�% ` \ -to p 6 l -c-A\ •• #4 r 1 i, t 1 rgS" !Pr ' ;1W rw 4 Y v . n n w u. »+i'va.7i{-.. �. •:.'► •a r.,v»�•r».w.... Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ . Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) h' .,..91..Sd CCF $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE$.23I W 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which -occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 1' Signature!(if64a ile,eddegrek__ l OWNER or AGENT The foregoing instrument was acknowledged before me this day of SegainPil , 20 /1 , by �R,A trim L-i ,FZ , me or who has produced/(„7Q r [}4 �- L - identification and who did take an oath. NOTARY PUBLIC: who is pefsonally known to Signature CONTR The foregoing instrument was ack J/ day of ce v ft2, afii as me or who has produced identification NOTARY PUBL Sign::, Print: �_' —hz =r`--r Seal�s,, JEAN L BEAUCEJOUR : ; � Notary Public - State of Florida Commission 0 GG 001877• `•.},',a:a.;.••' My Comm. Expires Oct 8, 2020 APPROVED BY (Revised02/24/2014) Sign: Print: Seal: TOR wledged before me this , 20 0 , by who did take an oath. sloe-5tt-oo$eU aw iW1IWi 1Z0Z'il1NM' 198900 0e # SIa21YH 13 ********************** Plans Examiner Structural Review _ put,t, 1..�,t. cs *.\`Qc DUEL HARRIS emission # GG'086867 Expires July 24, 2021 %erded Thru Troy Fain Insurance 800-385-7019 ****************/c(il/ *********************** Zoning Clerk SWORN TO AND SUBSCRIBED before me this LI M day of Affiant is personally known to me, 1/ producedrto4,®rs- > i, . as identification. Miami Shores Village Building Department SURVEY AFFIDAVIT STATE OF (FLORIDA) COUNTY OF (DADE) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 The undersigned Affiant, -Thv' doffs h'l est that (Property owner) The attached survey, performed by l '0 v""e-h� "(Name of surveyors company) 4r, rt 1-1; For address: C JU 1N k Performed on (date of survey) is an accurate representation of the existing conditions and locations of all structure on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Furt r, Affiant sa eth Haug . r e Property Owner Print Name /9 P p rty OwnerSignature Revised on 5/22/2009/ Revised on 6/12/09 Notary :•Z'";'"' ,,, JEAN L BEAUCEJOUR _ s Notary Public - State of Florida �y ,# Commission # GG 001877 ' 4 14%W My Comm. Expires Oct 8, 2020 MILIANI CONSTRUCTION September 17, 2018 State of Florida Miami -Dade County Before me this day personally appeared Adolfo Milian' who, being duly sworn deposes and says: That he will be the only person working on the project located at: 6 NW 106th St. Miami Shores, FL 33150 Contractor Signature Sworn to and subscribed before me this g day of S�. 2018 By 4d / a60 2051 NW 112 AVE SUITE it l MIAML FLORIDA 33172 PH: 305-424414 305- 542-1075 Personally Know IJ Print, tamp of Notary 4 Notice to Owner — Workers' Com p Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade j p The foregoing was acknowledge before me this 1 o day of 5 By efsot7af Notary Commission # GG 086867 SEAL„Expires July 24, 2021 .44 ` Bonded Thru Troy Fain Insurance $00485701 eGida , 20 / '. who i personally known to or has produced identification. X— v -T - �M "9' I II '1,70"1°) 10. 4-G.30 vt � r 1 Fences Good Side Out. The verticalnd horizontal members of a fence shall face the t interior ofich ted interior of the plot ol�erJshalltface the adjoiningcote and the finished lot or any abutting right -of Way. -75••00 'QS,1=3..# • /-7 131 /o. /5 J 1 A ,I = 3�.09 tf r=e4.8L! Fo111JIt7 1LII ,f(11°s) All clearances and/or encroachments shown hereon are of apparent nIture. Fence ownership by visual means. Legal ownership of fences not determined. • Encroachments Noted: -structures, if.any, not.located.. _- • Bearings, if shown, are based on assumed meridian or Plat of Record. • Lands shown hereon were not abstracted for easements and/or right-of-ways of record. l I l ti •- j --ems of, Ct°136 OFFICE CaFif RECEIVED SEP 1 8,2018 /4 75 I7 a4-T/o,' M4 i Pi 1 Y 6� Miami Shores Village APPROVED BY A ZONING DEPT 3 1 BLDG DEPT v �"II//'' SUBJECT T T)O COMPLIANCE S T A:_ EAND CC ,al IN ALL FECQI�iA , 'D/ "'lY Rl II FS AND PF':ULATIONS LEGAL DESCRIPTION: Lot 1, Block 203, DUNNING'S MIAMI SHORES EXTENSION NO. 1, according to the Plat thereof, as recorded in Plat Book 41, Page 51, of the Public Records of DADE County, Florida. CERTIFIED TO: Leopold Watler & Dora Bennett Watler; Commonwealth Land Title Insurance Company; Lawyers Land Title Co.; First Guaranty Mortgage. PROPERTY OF: Leopold & Dora Bennett WATLER, .6 N.W. 106 Street, Miami Shores, FL 33150 Encroachments: 1) Asphalt drive is encroaching into the street right-of-way (N.W. 106th Street). LEGEND A NC ASPH BBQ BM CB CBS CH Chatta CLF Cl. Conc. D 0 DH DME Easm't Enc. F.H. Fnd. = = = Central Angle = Arc = Air Conditioner = AsphaR = Barbecue = Bench Mark = Catch Basin = Concrete Block Structure = Chord = Chattahoochee = Center Line = Chain Link Fence = Clear = Concrete = Deed = Diameter = Drill Hole = Drainage & Maintenance Easm't Easement Encroachment Fire Hydrant Found = Florida Power & Light = IronPlp.•• = Licen>pg g+sRess = Lard Sur�e�or = Measuld • ••• • = Morwmenttine • • • • • • . = Monument = N/ A kicable• = Haul & Oisc ••••• = Nuretfr • • • = NtiviSCal. • • • • • •G/S = onset •••.•. s O� .L. = Overheead Utility Lines • • P eP8 = flat Book PC = POW offurvature • 0000000 PCP = Ilrjnftneat Control Point • PG = Page P.I. = Point of Intersection PINVY = Parkway R = Property Line PL = Planter PLS = Professional Land Surveyor P.O.B. = Point of Beginning P.O.C. = Point of Commencement P.P. Power Pole PRM = Point of Reference Monument PT = Point of Tangency R =. Radius Res. = Residence R.L.S. = Registered Land Surveyor RNG = Range R/R = Railroad RSM = Registered Surveyor & Mapper RNJ = Right -of -Way Sdwk. = Sidewalk Sec. = Section T = Tangent TWP = Township U.E. = Utility Easement LITIL. Utility W.F. = Wood Fence W.M. = Water Meter FPL I.P. •• L. •L.S. • •'+N•• • • Bt.. •,kV' • NIA• •tie •• •IeTS • • • •• • • • • ••• WME •••••• • ••••.. • • t••s• •••••• = Wall Maintenance Easement SURVEYOR'S SEAL jl Unless it bears the signature and i the original raised seal of a I Florida licensed surveyor and 1 mapper, this map/report is for informational purposes only and is not valid. REVISED: 1 1 BOUNDARY SURVEY 1 HEREBY CERTIFY: That the attached survey was made under my responsible charge and substantially meets the minimum technical standards as set forth by the FLORIDA BOARD OF LAND SURVEYORS In Chapter 61G17-6, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. Then are no encroachments, overlaps, easements appearing on the plat or visible easements other than as sh ELSON MO;RENA Registered Surveyor & Mapper No. 5504 State of Florida MOJARENA & ASSOCIATES, INC. Land Surveyors & Mappers Certificate of Authorization No. 6698 12925 S.W. 132"dAvenue Miami, Florida 33186 (305) 278-2494 FLOOD ZONE A H CATEGORY 2 FLORIDA METAL PANELS GENERAL NO113 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2017. 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPUCABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 3.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPUCABLE UTILITY COMPANIES TO VERIFY ALL UNDER- GROUND FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WTH EXTREME CAUTION AT ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL DAMAGES. 4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. 5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 7. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR TO INSPECTION. 8. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. 9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER. 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK. 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY EXTRA MATERIALS & GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. 14 DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPUED BY THE CUENT. EASTERN ENGINEERING GROUP WILL NOT BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CUENT CONFIRMED DESIGN AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF DRAWINGS WILL RESULT IN ADDITIONAL COST. 15. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER. 16. EASTERN ENGINEERING GROUP SHALL NOT BE LEGALLY RESPONSIBLE FOR THE STRUCTURAL DESIGN OF ANY COMPONENT AND/OR PRODUCT USED IN OUR PROJECTS WHICH HAS BEEN PREVIOUSLY GRANTED A PATENT OR COPYRIGHT. THE CONFIRMATION OF INTELLECTUAL PROPERTY OWNERSHIP IS BEYOND OUR SCOPE AS STRUCTURAL ENGINEERS AND SHALL BE THE SOLE RESPONSIBILITY OF OUR CUENT. DESIGN LOADS FENCE WIND LOAD AS PER ASCE 7-10 KD=0.85 WIND VELOCITY AS PER ASCE 7-10 MIAMI-DADE 115 mph (AS PER FBC 2017 SECTION 1616.2.1) CALCULATIONS 1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE AND RISC SPECIFICATIONS NINTH EDmON. 2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: TYPE STEEL SHEETS STRUCTURAL TUBING ASTM A36 A500 3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED. GRADE B Fy 36 KSI 46 KSI 4. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE WITH ALKALI -RESISTANCE COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS PAINT OR WATHER-WHITE MOTHACRYLATE LACQUER In accordance with FBC 2017 and ASCE 7-10 3 !Wind Toad Calculation: General Data: I `,Post Design I ITop and Bottom Design Category: I L (ft): 4 2 1/2x2 1/2x16Ga. Steel Galvanized I2x1x16Ga. St1 Galvanized !Exposure: C ;Hpost(ft); 6 A-500 IA-500 I V (mph): 115.00 IFy (psi) 46000 Mmax. (lb -in) 13997 ;Mmax. (lb -in) , 1166 I: 1.00 A-500;Fb (psi) IFv (psi) 2 27600 18400 Zx (in"3) 0.58 1Sx (in"3) I 0.124 Kd: 0.85 fb (psi) Mmax/Sx fb (psi) t Mmax/Sx h (ft): 6 Fy (psi) 36000 fb (psi) 24132 Ifb (psi) s 9406.451613', IPd (psf): 16.2 A-36'Fb (psi) 21600 fb (psi)<Fb OK Ifb (psi)<Fb OK I Fv (psi) 14400 1 Rail to Posts Connection Design 1 Foundation Design (nonconstrained FBC 2017 -1807.3.2.1) _ Lateral soil bearingi 200, Actual Pullout 194.4 P 3A 388.80 Allowable Pullout 200 Using10-16 Hilti Flex Screw Kwik'` 9 1.44 FootingDiameter ft O 1.583! OK d 3.00 For poles 1806.3.4 I 2 R. 1 V u u. j V V l' 4'-0" MAX l' V V V V V TYP. FENCE PLAN VIEW SCALE: 3/4"=1 '-0" 4'-0" MAX 1.1 • u FENCE CONNECTIONS: - RAIL TO POSTS TO BE CONNECTED WITH (2) 10-16 KWIK FLEX SCREW by HILTI OR APPROVED EQUAL ACCESS HOLE AT RAILS TO BE PROVIDED FOR CONNECTION, OR BE r WELD 1" WELD LENGTH IN 2 OPOSITE SIDES MINIMUM. - PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER PICKET (MIN), 2 TOP & 2 BOTTOM) 10-16 KWIK FLEX SCREW by HILTI OR APPROVED EQUAL, OR BY 1/4" PUDDLE WELDS. \\•/\\/i\% 0.06 TYP. FENCE ELEV. VIEW SCALE: 3/4"=1'-0" S=0.47 IN' Z=0.58 IN3 Mmax=16.2*4*6*6/2 =13 997 #-in M Aso=Mn/0 , Mn=Fy*Z , 0 =1.67 M Aso=16 000 #-in Mmax < M ASD 2 1" POSTS (16 GA) S=0.124 IN' Mmax=16.2*6*.5*4*4/8 =1 166 #-in M ASD=Mn/O , Mn=Fy*S 0 =1.67 M AsD=2 673 #-in Mmax < M Aso 0.06 4t 2" RAILS (16 GA) • u 6" k'1"k SHADOW BOX DETAIL SCALE: 1 1 /2"=1 '-0" 2x1x16 GA GALVANIZED STEEL TUBE RAIL TOP MEMBER 26 GA (MIN.) GALVANIZED METAL SHEET 2.5x2.5x16 GA. GALVANIZED STEEL POST SPACED 4'-0" MAX. O.C. io 2x1x16 GA GALVANIZED STEEL TUBE RAIL BOT. MEMBER 3000 PSI CONCRETE FOOTING 012"x4'-0" DEEP OR 019"x3'-0" DEEP OR 024"x2'-6" DEEP (TYP) ANF'LICABLE tXCLUIVL. ONLY FOR SEDIMENTARY AND FOLIATED ROCK SOILS 012"x2'-9" DEEP (*) (*) SOIL SHALL BE VERIFIED TO BE CONSISTENT WITH THE MENTIONED CHARACTERISTICS. A FLORIDA LICENSED ENGINEER SHALL VISUALLY INSPECT AND PROVIDE A CERTIFIED LETTER AI I Lb I ING SO. Zx=0.0054 in' Mmax=16.2*(6/12)**0.5*1.33*1.33*12 Mmax=86.0 #-in M As0=Mn/0 , Mn=Fy*Z !Z =1.67 M Aso=116.4 #-in Mmax < M ASD O N O • PICKETS (26 GA) • . • • • •• • •••••• • •••••• •••• • • •••• •••••• • • •• •• •••••. • • • • • • • • • • • .' • • .� • •• • • • • • • • • • • Q O� CL o� ••••IY o •• LukU • • • •• •Ui �4J=••i . • •� 74 • •••••, • • (1) • • wO OOOOO • • ,) p> • • U N z o L� 5 Q cocc 17 •••••• c ' 1 e co Tel. (305)471-0123 1 Fj DRAISSA R. LOPEZ,PE ❑GONZALO A. PAZ,PE 8/21%'2018 SD-1 18-0175 FLORIDA METAL PANELS GENERAL NOTES 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2017. 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WffH APPLICABLE CODES AND AUTHORRIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPUCABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER- GROUND FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL DAMAGES. 4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. 5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 7. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR TO INSPECTION. 8. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. 9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDRIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER. 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK. 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY EXTRA MATERIALS & GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. 14 DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPUED BY THE CLIENT. EASTERN ENGINEERING GROUP WILL NOT BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SmILM DESIGNED BY US BASED ON CUENT CONFIRMED DESIGN AND DIMENSIONS. ADDffIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF DRAWINGS WILL RESULT IN ADDITIONAL COST. 15. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER. 16. EASTERN ENGINEERING GROUP SHALL NOT BE LEGALLY RESPONSIBLE FOR THE STRUCTURAL DESIGN OF ANY COMPONENT AND/OR PRODUCT USED IN OUR PROJECTS WHICH HAS BEEN PREVIOUSLY GRANTED A PATENT OR COPYRIGHT. THE CONFIRMATION OF INTELLECTUAL PROPERTY OWNERSHIP IS BEYOND OUR SCOPE AS STRUCTURAL ENGINEERS AND SHALL BE THE SOLE RESPONSIBILITY OF OUR CLIENT. DESIGN LOADS FENCE WIND LOAD AS PER ASCE 7-10 KD=0.85 WIND VELOCITY AS PER ASCE 7-10 MIAMI-DADE CATEGORY 2 115 mph (AS PER FBC 2017 SECTION 1616.2.1) CALCULATIONS 1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WfTH THE BUILDING CODE AND AISC SPECIFICATIONS NINTH EDITION. 2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: TYPE STEEL 'SHEETS STRUCTURAL TUBING ASTM A36 A500 3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED. GRADE Fy 36 KSI B 46 KSI 4. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE WITH ALKALI -RESISTANCE COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS PAINT OR WATHER-WHITE MOTHACRYLATE LACQUER. i In accordance with FBC 2017 and ASCE 7-10, i (( Wind Speed from FBC 2017, Chapter 16, Section 1616 2.1 v 115 mph Wind load Calculation: `General Data: ;DL 5i Top and Bottom Design_: 115.00 Gate Span(ft): 4 ( Gate Span =Gate Leaf, not opening) 2x1x0.071 st galvanized Fence Span(ft):, 4 Post D esig_n I I A-500 ; Exposure: C Gust Factor 0.85 Hpost (ft) 6 Steel galvanized A-500 _ I I Mmax. (lb -in) I 2608 (Fy (psi) 46000 Section -2.5x2.5x16Ga I Mw;"d MDL M,,,,x, (lb -in) i4 (inA3). fb (psi) I Sx (inA3) 0.124 i Cf 1.30 A-500 Fb (psi) IFv(psi) 27545 18400 IKd: 0.85 14012 2880 i 14305 0.58 63.7 fb (psi) iMmax/Sx; h (ft): 6.00 Fy (psi) 36000 A 361Fb (psi) 21600 IFv (psi) i 14400 I i ! fb (psi) 121029.6 Kz: 1 0.85 4fb (psi)<Fb OK [ ( fb (psi)<Fb I OK qz (psf): I 16.2 } i 1 I Rail to Posts Connection Design I 'Foundation Design (nonconstrained FBC 2017-1807.3.2.1) I (2017 -1806.2) Actual Pullout 32 P 583.83 ii Lateral soil bearing 200; Allowable Pullou 200;Using 10-16 Hilti Kwik 4A 2.161 OKI Flex Screw Id (Depth) Footing Diameter (ft) 1.58333" For poles 1806.3 2.- NEXT POST FENCE TO BE AT NO MORE THAN 4' 3'-0"/4'-0" MAX NEXT POST FENCE TO BE AT NO MORE THAN 4' 2x1x16 GA. GALVANIZED STEEL FRAME GATE N (r() GALVANIZED Si thL POST 2-1/2"x2-1/2"x16GA 26 GA. (MIN.) GALVANIZED METAL SHEET DURA FENCE loo i7 2x1x16 GA. GALVANIZED STEEL FRAME GATE (TYP) HINGES TO RESIST 180 LBS 2x1x16 GA. GALVANIZED STEEL FRAME GATE IN (TYP) "'�V�VA OVA GATE CONNECTIONS: - PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER PICKET (MIN), 2 TOP & 2 BOTTOM) 10-16 KWIK FLD( SCREW by HILT! OR APPROVED EQUAL GALVANIZED STILL POST 2-1/2"x2-1/2"x16GA . L L'I N u, N N •• •• CAI HARD REH N co IW \ in 0.06 44, S=0.47 IN3 Z=0.58 IN' Mmax=14 305 #-in M Aso=Mn/fl , Mn=Fy*Z , f2 =1.67 M AsD=16 000 #-in Mmax < M ASD 2 i" // 6'-0" (MAX) POST 2rx23"x14GA 0 TYP. SINGLE GATE ELEV. VIEW SCALE: 3/4"=1'-0" 3' 0" /4'-0" MAX • • • • • •. • •••••• • •••••• •••• • • •••• •••••• • 3 KSI CONC. FOOTING• 012"x4'-0" DEIP= I • 019"x3'-O" DtEP t R; 024"x2'-6" I (DP) • . • •• • APPUCABLE EXCLUSIVE ONLY FOR SEDIMENTARY AND FOLIATED ROCK SOILS 012"x2'-9" DEEP (*) - ALL GATE FRAMES TO BE CONNECTED BY ALL AROUND FILLET WELD. (*) SOIL SHALL BE VERIFIED TO BE CONSISTENT WITH THE MENTIONED CHARACTERISTICS. A FLORIDA UCENSED ENGINEER SHALL VISUALLY INSPECT AND PROVIDE A CERTIFIED LETTER AIILSIING SO. TYP. ► INGLE GATE rJ.!!t\. VIEW SCALE: 3/4"=1 '-0" S=0.124 IN3 Mmax=2608 #-in M Aso=Mn/D , Mn=Fy*S 0 =1.67 M Aso=2 673 #-in Mmax < M ASD 0.06 L 2" 1 RAILS (16 GA) ) Zx=0.0054 in' Mmax=16.2*(6/12)*0.125*2.6*2.6* 12 Mmax=83.0 #-in M ASD=Mn/0 , Mn=FyZ , 0 =1.67 M ASD=116.4 #-in Mmax < M ASD 1 •� :• • • •• • •• ••• • • • • • •• • • •• • • •. ••.••• ' W otn, W o LL S n Q m 3 L` ch m o LAC • • •.•••• • • Tel. (305)471-0123 • • 1 Gi ER �Is ❑ RAISSA R. LOPEZ,PE ❑ GONZALO A. PAZ,PE 11/82018 SD-2 POSTS (16 GA) PICKETS (26 GA) ♦ PURPOSE OTHER THAN THAT AUTHORIZED O off ws aw FLORIDA METAL PANELS CB3NERAL NOTED 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2017. 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPUCABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER- GROUND FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL DAMAGES. 4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. 5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 7. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR TO INSPECTION. 8. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. 9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER. 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK. 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDI110NS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN PLANS, SECTIONS AND DETAILS OR THE APPUCABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY EXTRA MATERIALS & GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. 14 DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CUENT. EASTERN ENGINEERING GROUP WILL NOT BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF DRAWINGS WILL RESULT IN ADDITIONAL COST. 15. DO NOT SUBSTITUTE MATERIALS. EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER. 16. EASTERN ENGINEERING GROUP SHALL NOT BE LEGALLY RESPONSIBLE FOR THE STRUCTURAL DESIGN OF ANY COMPONENT AND/OR PRODUCT USED IN OUR PROJECTS WHICH HAS BEEN PREVIOUSLY GRANTED A PATENT OR COPYRIGHT. THE CONFIRMATION OF INTELLECTUAL PROPERTY OWNERSHIP IS BEYOND OUR SCOPE AS STRUCTURAL ENGINEERS AND SHALL BE THE SOLE RESPONSIBILITY OF OUR CUENT. DESIGN LOADS FENCE WIND LOAD AS PER ASCE 7-10 KD=0.85 WIND VELOCITY AS PER ASCE 7-10 MIAMI-DADE CATEGORY 2 115 mph (AS PER FBC 2017 SECTION 1616.2.1) CALCULATIONS 1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE AND AISC SPECIFICATIONS NINTH EDITION. 2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: TYPE STEEL SHEETS STRUCTURAL TUBING ASTM A36 A500 3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED. GRADE Fy 36 KSl B 46 KSI 4. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE WITH ALKALI -RESISTANCE COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS PAINT OR WATHER-WHITE MOTHACRYLATE LACQUER. In accordance with FBC 2017 and ASCE 7-10, Wind Speed from FBC 2017, Chapter 16, Section 1616.2.1 V=115 mph Wind load Calculation: V (mph): 115.00 Exposure: C Gust Factor 0.85 Cf: 1.30 Kd: 0.85 h (ft): 6.00 Kz: 0.85 qz (psf): 16.2 Rail to Posts Connection Design Actual Pullout 32 Allowable Pullou 200 Using 10-16 Hilti Kwik . _. OK Flex Screw General Data: Fence Span(ft): 4 Hpost (ft) 6 Fy (psi) 46000 A-500 Fb (psi) 27545 Fv (psi) 18400 Fy (psi) 36000 A-36 Fb (psi) 21600 Fv (psi) 14400 DL(psf): 5 Top and Bottom Design Gate Span(ft): 5 (Gate Span = Gate Leaf, not opening) 2x1x0.071 st galvanized Post Design A-500 Steel galvanized A-500 Mmax. (lb -in) 4074 Section Mw,nd MDL Mmax. (lb -in) Zx (in"3) fb (psi) Zx (in•3) 0.155 2.5x2.5x14Ga 15764 4500 16393 0.71 23089.1 fb (psi) Mmax/Sx fb (psi)<Fb OK Foundation Design (nonconstrained FBC 2017 -1807.3.2.1) P 583.83 A 2.16 d (Depth) 3.95 fb (psi) 26287 fb (psi)<Fb OK (2017 -1806.2) Lateral soil bearing 200 Footing Diameter (ft) 1.58333 For poles 1806.3 2 NEXT Past FBa 10 BE AT ND MORE THAN 4' 10'-0. (IW() NEXT POST FENCE TO BE AT ND MORE THAN 4' 2x1x16 GA. GALVANIZED STEEL FRAME GATE Or) N GALVANIZED STEEL POST 2-1/2•x2-1/2' x14GA 26 GA. (MIN.) GALVANIZED METAL SHEET FENCE i7 HINGES TO RESIST 180 LDS 2x1x16 GA. GALVANIZED STEEL . \` FRAME GATE (TYP) /\\/ N 3 KSI CONC. FOOTING 019'x4'-0' DEEP OR 024"x3'-9" DEEP OR 030"x3'-4" DEEP OR 036'x3'-0" DEEP (TyP) 2x1x16 GA. GALVANIZED STEEL FRAME GATE (TYP) III II I I I I I I II 11 11 11 11 1 J1LLJ _L uu - 7/8" DNA. SOLID BAR CANE BARS GATE CONNECTIONS • PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WTTH (4 PER PICKET (MIN), 2 TOP & 2 BOTTOM) 10-16 KWIK FLEX SCREW by HILTI OR APPROVED EQUAL • ALL GATE FRAMES TO BE CONNECTED WITH 1/8' FILLET WELD ALL AROUND. TYP. P• DOUBLE GATE ELEV. VIEW SCALE: 1 /2"=1'-0" 10'-0' MAX ir7 •o • • -� • • • 000000 000000 •••• • •••• A iti•cle NG I 019'x4'-0' DEEP OR rl 024 x3'-9' JTEEP OR • • • • 030fx3'-4 DEEP ' - OR 03ex3'-r DEEP (TV), • • • • • • e • ■ n • • • •,. • • •• (*) SOIL SHALL BE VERIFIED TO BE CONSISTENT WITH THE MENTIONED CHARACTERISTICS. A FLORIDA LICENSED ENGINEER SHALL VISUALLY INSPECT AND PROVIDE A CERTIFIED LETTER ATTESTING S0. 1t GALVANIZED STEEL POST 2)'x2rx14GA 2x1x16 GA. GALVANIZED STEEL FRAME GATE (TYP) mee 0.06 11, S=0.57 in' Z=0.71 in' Mmax=16 393 #-in M ASD=Mn/D , Mn=Fy*Z 0 =1.67 M ASD=19550 #-in Mmax < M ASD 2 }" POSTS (14 GA) • TYP. DOUBLE GATE PLAN. VIEW SCALE: 1 /2'=1 '-0" S=0.124 in' Zx = 0.155 in' Mmax=4074 #-in M ASD=Mn/0 , Mn=FyS 0 =1.67 M ASD=4269 #-in Mmax < M ASO 0.06 4d. 2" RAILS (16 GA) I `. J .t.... J 11I `' ' 24 GA. (MIN.) GALVANIZED METAL SHEET FENCE Zx=0.0054 in' Mmax=16.2*(6/12)•0.125.2.6*2.6.12 Mmax=83.0 #-in M ASD=Mn/Ll , Mn=FyZ B =1.67 M Aso=116.4 #-in 00 Mmax < M ASO 6"0 i- O� � O PICKETS (26 GA) :_18-0175 CC ••• ,•• W •• • • LU • • • z • • •w • 1- • W N "s2-z O •ti CO Qt 4* • • ;q� ia r ••.••• • • • 000000 • • • 000000 • • Tel. (305)471-0123 b 3 5hE 8 sE§ al ❑RAISSA R. LAPQ,PE ❑GONZALO A. PAZ,PE SD-3 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! STATEOF OFaBUSINESS=AND PROFESSIONAL REGULATION " ` . CGC1524033. l '' ISSUED::05/10/2018 GENERAL CONTRACTOR` MILIANI L ADOFO RAMON, .4 „.;.,4 - MILIANI CONSTRUCTION CORP.• r _ 1R®1 L Y . -,—.,. = Signature; LICE SED UNDER CHAPTER 489,4FLORIDA'STATUTES EXPIRATION DATE: AUGUST 31, 2020 %CR D CERTIFICATE OF LIABILITY INSURANCE 9/17/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 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: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. • If 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 endorsement(s). tODUCER e$DVANTAGE INSURANCE OF AMERICA t520 NW 7th St 4iami, FL 33126 CONTACT NAME: PHONE at): (305) 649-5566 FAX MAIL (A/C.No):(305) 649-555. ADDRESS :marta@advantageinsuranceofamerica. com INSURER(S) AFFORDING COVERAGE NNCO INSURER A: AIX SPECIALTY INS CO AIRED MILIANI CONSTRUCTION CORP 2051 NW 112 AVE STE 114 MIAMI, FL 33172 INSURER 8 : INSURER C : INSURER D : INSURER E : INSURER F : )VERAGES CERTIFICATE NUMBER: REVISION NUMBER: 'HIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD NDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS ;ERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, :XCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE ADDL SUBR Yin POLICY NUMBER POLICY EFF (MM/D0/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY SIZGL1004B202046 04/29/18 04/29/19 EACH OCCURRENCE $ 1,000,000 $ 1,000,000 DAX PR MISES (EaGE TOEN occu ante) CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1, 000, 000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE X POLICY LIMIT APPLIES JJERCOT PER: LOC PRODUCTS - COMP/OP AGG $ 2,000,000 AUTOMOBILE LIABILITY ANYAUTO ALL OWNED _ — SCHEDULED AUTOS NON -OWNED COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ D DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? I I (Mandatory In NH) 11 If yes, describe under DESCRIPTION OF OPERATIONS below N/A WC STATU- TORY LIMITS OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ RIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) 'Residential and commercial remodeling additions and alterations General (tractor** CANCELLATION Miami Shores Village Bldg Dept 10050 NE 2nd Ave Miami Shores, FL 33138 SHOUCO ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE 4PIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCCa QANCE WITH THE POLICY PROVISIONS. AUTHQF'I?E REPRESENTATIVE (a 10RR. fl1l Ar/lDr1 rnoonuArink JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 3/3/2018 EXPIRATION DATE: 3/2/2020 PERSON: MILIANI ADOLFO R FEIN: 811350620 BUSINESS NAME AND ADDRESS: MILIANI CONSTRUCTION CORP. 2051 NW 112 AVE SUITE 114 , MIAMI FL SCOPE OF BUSINESS OR TRADE: Licensed General Contractor 33172 30RTANT: Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply y within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be mpt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the son named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a tificate at any time for failure of the person named on the certificate to meet the requirements of this section. S-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609