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FW-19-2877
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 01/03/2020 Location Address Parcel Number Permit NO.: FW-12-19-2877 Permit Type: Fence/Wall Work Classification: Wire Fence Permit Status: Approved Expiration: 07/01/2020 10221 NE 13TH AVE, Miami Shores, FL 33138 1132050230150 i Contacts DONALD CIHAK Owner ARTEMISA FENCE & ORNAMENTAL INC Contractor 10221 NE 13 AVE, MIAMI SHORES, FL 33138 EDUARDO VALDES Home: 3052210214 Business: 3052210214 Other:3059702199 Description: INSTALLING FENCE ALUMINUM FRONTS Valuation: $ 10,500.00 Inspection Requests: 305-62-4949 DURAFENCE Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $6.60 DBPR Fee $2.33 DCA Fee $2.00 Education Surcharge $2.20 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $3.88 Wire and Wood Fence Fee $105.00 Total: $261.01 Building Department Copy Payments Date Paid Amt Paid Total Fees $261.01 Check # 1832 12/04/2019 $50.00 Check # 1894 01/03/2020 $211.01 Amount Due: $0.00 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 named contractor to do the work stated. Akl lr c'-:5b �fof-e AUK &;;� . Authorized Signature: Owner / Applicant / Contractor J1 Agent Date January 03, 2020 Page 2 of 2 y BUILDING PERMIT APPLICATION Miami Shores Village EIVED Building Department o 04 Z019 - 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 Zo c� Master Permit No. - kz. I (� - 213 1� BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR � DRAWINGS JOB ADDRESS: 10Qa ` Nc 13 Avc City: Miami Shores County: Miami Dade Zip: 33 ( 3(El"c3) -3 Folio/Parcel#: ((- 3i90' --c713—E 1 7 O Is the Building,Historically Designated: Yes NO Occupancy Type: Load: Construction Type: `�llood Zone: BFE: FFE: OWNER: Name (Fee Simple 'Tit//leholder): ' `-t-n[�6 1-10 K `C( S Phone#. o 1 9,� � (— 0a � Address: I C--, 1 /4c /q/e City: ('�iG�'ti`� ��'L©� 5 State: [ i pv Ai — F(c JI Zip: 3 I Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: -P Le- Phone#: Address: �(��� %� yq City: �t JYCt� State: I Zip: Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: Phone#: Certificate of Competency #: 0000 -3 19 3 Phone#: Address: City: State: Zip: Value of Work for this Permit: $ (� I ��C'� Square/Linear Footage of Work: I S 5 Type of Work: ❑ Addition © Iteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ f0� , 0<:�' Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ DBPR $ Notary Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ Z - 01 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip 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 Z��' &4e OWNER or AGENT The foregoing instrument was acknowledged before �me this 3E) day of I f eyO l 20 tjby :'AQ[6 C.1 VlQ who. is personally known to me or who has produced ���l4-C4-A"— as identification and who did take an oath. NOTARY PUBLIC: Sign: L/—LWRLEKEVALDES Ftor �,.�qp Pu a Print: ►�1 W;2 7k GG204098 Seal: Bonded through National Notary Assn. Signature CONTRACTOR The foregoing instrument was acknowledged before me this 03 day of 1 '- CeA-A � 20 by t"'� ��Cdy �I/Q(4(7 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: „s�..'...... C 5 H A Sign: i to da 4 1 --l" 's Ion k GG�7, 18945 Print: aE`. i Naj�M, 2022 Bond d through National Notary Assn. Seal: rr****r*****s:*�«sir***•****** .*s**�*****rr**r*****rr��***r***�«*r*rw*r*****.*�*****•**•r**C:***:rr:****�* APPROVED BY Plans Examiner �a" 1 Zoning Structural Review Clerk (Revised02/24/2014) Summary Report Property Information Folio: 11-3205-023-0150 Property Address: 10221 NE 13 AVE Miami Shores, FL 33138-2637 Owner DONALD E CIHAK TRS DONALD E CIHAK TRUST Mailing Address 10221 NE 13 AVE MIAMI SHORES, FL 33138-2637 PA Primary Zone 1400 SGL FAMILY- 3001-3250 SO Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY:1 UNIT Beds / Baths / Half 3 / 2 / 1 Floors 1 Living Units 1 Actual Area Sq. Ft Living Area Sq. Ft Adjusted Area 3,164 Sq. Ft Lot Size 11,415 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $698,598 $565.042 $565,042 Building Value $380.545 $384,026 $387,507 XF Value $12,166 $12,299 $12.431 Market Value $1,091,309 $961,367 $964,980 Assessed Value $1,091,309 $783,776 $767,656 Benefits Information Benefit Type 2019 2016 2017 Save Our Homes Cap Assessment Reduction $177,591 $197,324 Homestead Exemption $25.000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description M SHORES BAY PK EST$ PB 55-83 LOT 1 BILK 4 LOT SIZE 11415 SOFT OR 20249-2757 03 2002 1 CDC 25664-2693 05 2007 1 Generated On : 111262019 Taxable Value Information 2019 2018 2017 County Exemption Value $0 $50,000 $50,000 Taxable Value $1,091,309 $733,776 $717.656 School Board Exemption Value $0 $25.000 $25,000 Taxable Value $1,091,309 $758,776 $742,656 City Exemption Value $0 $SO,D00 $50,000 Taxable Value $1,091.309 $733,776 $717,656 Regional Exemption Value $0 $50,000 $50,000 Taxable Value $1,091.309 $733,7761 $717.656 Sales Information PrevPrev price OR Book- Qualification Description Page 9e Corrective, tax or QCD; min 05/312019 $0 314840354 consideration 04/172019 $1,550,000 31418-0725 Unable to process sale due to deed errors 05/012007 $1.100.000 25664-2693 Sales which are qualified 03/012002 1 $582,500 20249-2757 1 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This websile may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hfp://www.miamidade.gov/info/disclaimer.asp Version: ASSOCIATES, 33 Froiossional Land Surveyors & Mappers 41,,I�LILL1'H14C'011-:-Y Iu=— er LOCATION SKETCH VIEW OF SUBJECT PROPERTY SCALE - N. T.S. 10221 NE 13TH AVENUE, MIAMI SHOREa, FLORIC;-381388 ABBREVIATIONS :ARC AC AP CONDHIOA" PAG, E.TP PAD ORB OFFICIAL RECORDS BOOK :ELECTRICTRANSFORAE .ANCNOREASEAIFN ELEV •ELEVATRW o V. :OVERHANG NUANAWROoF T A.E.ENCR ENCROACHUENT PVWT •PAWAIENT A R. 'Eno r.B. AS F.H. - FIRE HYDRANT ZU"'U"S'E" PL. - PLANTER 0 A 6 *Cft&OGY UTILITY EASEWN� ASPI -ASPHALT FIR -FOLWD/R0NPPE P1 -PROPERTYLNE 8 c 84MCOARER FIR FOUND IRON ROD ACC• PDWT OF COMPOUND CuRVA TURE TS8 - TNAFFIC SIGNAL BOA BLOC. SUILD" F.F.E. FINISHED FLOOR ELEVA TM P.G. PORTOFCURVATURE F n1c SIGNAL POLE RU NAk A DM , , NCHNARK 'FOPa T POWY SEBROWAROCOUNTYRECORDS NCCEME BC, •FT. •FEEUND T P(XC. •POINTOFTANGEOFCOWAENNT a OIL &SE BASIS OF WARING MP FEDERAL NA PONAL WWULNCE PROGRAM PAR -POWTOFSEGAWWG • SWDLNG SETBA L.* F.N Fob"ONA1, P. CURVATURE up ;UTILITY POLE :•PDWTGFREVE (c) •CALCUtATED H �HOPTW�Tj PWY •PARKWAY A%*AWE7ER • CB -CATCHBASIN .04GRESSAND EGRESS EASEMENT P" PERMANENT REFERENCE VOK&ENT •.000GENCE • CBS CON" 'Eac"SlRucTURE tcv =GATONc TRoL MA P.L.S.• PROFESS� LAW SURVEYOR :MPORcH 000• caw• CONCRETEBLOCK WALL I F •PONFENCF PP. POWER POLE C. •CHORD L LICENSED a ss PAS POOL PULAP SLAB WR ROOF ALA jMW , a CHORD BEAR'"D 'l •LAwpoll RUE. �PUOXICUTITTVEASEWNT UNE o CH,L -CHCRULENGTH LF-E jPj -RECORIDDISTANCE •*NTERLIHE CL .CLEAR - RAJL ROAD co �."E :LAXfU4NMNA EASEMENT RR. CLE4NOUT MINUTES CLF. •C"N M FENCE M RE& -RESIDENCE -DELTAO • ooeoe C.E :A4EASUREDDISIANCE w -OF-OF-WAY • CANAL WW E EASEMENT M.B. •MAA, BOX RAD, -RADIUSORRAMAL CoNc •cONCRETE U CA=104DECOMI'VRECORDS RGE RANGE • cup, CONCRE UTAUTYPOLE 'D, : E �MMVOCE EASEMENT ROEROOFOKRHANGEASEMENT ee N� QP CONCRETEPORCH N. AANROa SEC o :SECTION cs •CONCRE TE SLAB NAP. •NOTAPARFOF sly•STORY :colcRmal�-Uo 6 Cw CONCRETE WAILNavo NA GEODEM VERTICAL DATUM sm .SIDEWALK D.E. •OR— EFASMENT N.T.S. •NOT TO SCALE arR CH—LMFENCE •IRON FENCE :SErMN� OJAE • DRAINAGE TENANCIFEASELENT •ORA%.AAaBBER s' •soUTN •WOOD FENCE "'Yo DRIVEWAY DOS OFFSET DEGREES Out OYERHIAO SCREENED FOR -8u"WGsETlLAcKLWE ra •ELECTRIC aw O.H.L. ONERNE v SEWER VALVE -UTWNEASEMENr AD UMITY LNES secowDs -- :LANT&DACCESSRMW NONVERCULARACCESSRAW -410) . EXISTING ELEVATIONS LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY: SURVEYOR'S NOTES: • THERE W Y BE EASEIAENJS RECORDED N THE PUBLC RECORDS NOT SHOWN ON MS SURVEY I U SHOWN BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. By SAID PLAT N THE DESCRIPTION • MENMPOSEOF THIS SURYEYZ FOR USE IT WTAjNNG TITLE AlSuR"CEAND F"NCAG AND SHoL, Norff USED FOR OF THE PROPERTY. W NOT. &EARMS ARE THEN REFERRED TO CCiAM. TowNSH`PWPS CGNSTRUCTDNFURPOSES 2 THECLOSUREWNESDUNDARYSUR ISABOA 173XFT. • �� TIOHSOF THEABSTRACFOF MLEWHAVE rOBEA6ADf TODErERANIf RECORDED MrNTS, FARv, 3 CERnFCATEOFAUTHORLIA77ONLB. IBM AFFECTING THE PROPERTY •THiS SURKY/ SULUECT TO DEDICATIONS. WTA TIM4 RESTRICTA56S. RESERVAnONS OR EASEMENTS OF RECORD • LEGAL DESCRAPTMS PROVIDED BY GUENT ORATTESTWG "ME COMPANY. BOUNDARY SURVEY MEANS A DRAWAfGAN[Y OR A GRAPHIC REPRESENTATION OF THE SURVEY WON( PEPFDPAED IN THE FELD. COULD BE DRAWNA TA SHOWN SCALE ANDIOR NOT TO SCALE. THE WALL$ M FENCES WY BE EY GGERA TEO FOR Coy A CURRYEASEMENTS PURPOSES, AS SHOWN ME PER PLATBOOK UNLESS DEPICTED OTHERMSE SURVEYOR'S CERTIFICATION., TOU *ENCROAC0dWNT` MEANS VMkE AND ABOVE GROUND ENCROACAUENTS 1HEREBY CERTIFY: TAPS W&4MPy SLW*OF THE PROPERTY DESCRIBED HEREON. HAS H`rFCTS SHALL A,TONM REGULA MRS RESTROTIONS SETBACKS AND MU BE RESPONSIBLE FOR :V:MWG PLOT RECENTLY BEEN SURAM YED AND DRAM XR P fON. SUPERVtSAND COAMk*S MTH THE lW LANS WCORRECT WFORLIAT� FOPIAPPROVAL FOR AUTHOWATXW TO THE PROPER AUTHORVIES W h CONS7RUCTXW STANDARDS OF PRACOCE AS SET FORTH BY THE FLOA0A BOARD OF PROFESSONAL LAND •MISS OYHERMSE NOTED TW FOW HAS NOTArTEAfPTED TO LOCATE FOOTM ARNOR FOUR047MS. SMVEYORS N CHAPTER U 17. Ft ORMA AD�STR4 ME CODE PURSUANT TO 472 027. FIONDA STATUTES :FfNCEOWMEfi%0*PNOTDET8NANXA THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTMES NAMED HEREON THE CERZFICATF DOES NOT EXTEND TO ANY UNNAMED PAR" FLOOD ZONE INFORMATION: Be 04A08/19 BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING CARL=AW -MAMFJELDWOMQ MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE AE (WITH A BASE FLOOD ELEVATION OF 8 FT). THIS PRcFESSDAWLLAwsuRAmRRc,:6770 sTA?zoFFLowA PROPERTY WAS FOUND IN VILLAGE OF MIAMI SHORES, COMMUNITY (NOT "LID WTTHOUT THE SrN TURE AND THE ORreWAL R4SEV SEAL OF A RORMA OCENSED NUMBER 120652, DATED 09/11/09. SURVEYOR AND A14PPEM. REVISED ON REUSED ON. TITLE COMPANY C401 ARMENTEROS LAW A PROFESSIONAL ASSOCIATION DRAWN BY: UNDERWRITER G.O. CAI* ICI I FIELD DATE. 4/8/2019 OLD REPUBLIC ;�0� 0. 070 10 0 5TATE OF �4; % .1. SURVEY NO: 19-001616 NATIONAL TITLE INSURANCE COMPANY SHEET. I OF2 I L8#7806 41 L? C IA 1JM, N` (7-fi °I--\ F c, U� C-�d ASS01QUATES,� r"rofelaslon all and Sur?Tevors I_ Mappers 1V `NN1.18�,R RAI.AN D3 URl+FYC)RS.C:t�PA 77% N.W. 72nd AVVNUE 2804 UEL PWA[IC1 6LVU SOUTH :iVITC 3028 SLUMNO. 202 UNIT 1 MIAMI. FLORIDA 33120 � CAPB CORAL, FL O.9PM4 P,i: (90J) 1!62-0400 PH: (23•) 040-2630 FAX; (305)2G2.0401 r:AX:(2J6)640.26F4 MAP OF BOUNDARY SURVEY c7 10221 NE 13TH AVENUE, MIAMI SHORES, F 138 (REV.1 4/9/2019) ( ���� �� `... NCROACHMENTNOTES• C.LF.--/ W r 2 PJ 11m _D S1� I' IT CT'B" ` (N-A.P.) (B), C.LF NO CAP 80 WATERWAY.. N.A.P. .. WEST SIDE OF THE SUBJECT PROPERTY, BRICK RETURNS ARE ENCROACHING INTO THE RIGHT OF WAYOF NE 13fh AVENUE AND GUYANCHOR IS .Hf+•♦•f OQ.�'� ENCROACHING INTO THE SUBJECT PROPERTY. B. NORTH SIDE OF THE SUBJECTPROPERTY• - _ \ NEIGHBOR'S CHAIN LINK FENCE IS ENCROACHING -.'J_: :ro� 0, 3 INTO THE SUBJECT PROPERTY. W.F. '- (}• C. EAST SIDE OF THE SUBJECT PROPERTY. WOOD ' •BRICKS. ), J P Tic DOCK IS ENCROACHING INTO THE W WATERWAY. fENCE C, C.L.F. n' V TIC GRAPHIC SCALE In p G FENCE -20 0 10 20�••o• ro S BRICK 5 (IN M A. 1 INCH = ItFEET : • • • BRICK tt •••••• • •• 5TEPS • RICK WALK O1� • • • • • • • r •. . ' BRICK -WALK. • • • see* 6660 H 17.86' \may �W' •••••• -1 1- •••• 4 COLUMNS' • A '�'flg (a • • _ • � (1Yr) : w: hOfith� • • • • u y • • • ' .ry F.I.P. 112' p^ .'?•'r�11t1'•,`: }�.; -19.36'•I fib'.? t�` NO CAP •••••• !•' • FelOCL. m ```� / �r,- '.'Iy�•�.' �, •the `�'c'n o.lz' a 1= flnls• 1716 Clr n th �tting right-o 0.05, g lr�ot Of CJY- 1 ly ' 1.30 14.15' CL. t P LOT - 2.V BLOCK - ? W ;o BLOCK - 4 ONE M. 0 I� 1 1.3d 21.41' �+. 3.9d _ ILA _' :3.8T . 21.28' �': FLAME ' PLANTER TIIP 4' C.B STEPS c N �H\ 8 - ol OPJVLWAY 1 CU CFI N00'09 06'W 90.00' iami Shores VVIR� ge -al APPROVED BY p R1GK URN ZONING DEP BLDG DEPTHPLIAN �pF C r TO C`�IAIT ANDCOAND REGULATIONS osrtt� pvtiRir:•'• NO. 6770 D I STATE OF PL ORLOP. Nluo L8#7806 OVERhEAD WIRE 28.G PINY BRIT K , RETURN S' TOTAL RICHTOFWAY B.O,BN00 w!EW NE 13th Ave 0,� Pam" & B.C. F.I.R. 1/2' F.I.P. 1/2' NO CAP A NO CAP U.P. b z M 4 LEGAL DESCRIPTION: LOT 1, BLOCK 4, OF MIAMI SHORES BAY PARK ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 55, PAGE 83, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. CER77RCA710N: DONALD AND SUZANNE CIHAK, ARMENTEROS LAW, PJA.; OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY roTOXOT02 ^i 18.E A5PLIAL.T PVMT. DRAWN BY: G.o. FIELD DATE: 4/li/4019 SURVEY NO: 19-001616 SHEET: 1 2 OF 2 m FF.Ic.>G i� 0 TI �, T rq in(--, hc. .n,, .,-. it r X' f - y I( - .�I t, :' , + U- t . a r,�, J '^ b^ _ IX o- I ,y Je the u �,nq r"ht LASTAYO + PADILLA & ASSOCIATES ARCHITECTURE -PLANNING - INTERIORS LATCHMG DEVICE GATE WITH SELF CLOSING 15Q'x.93' 4 SELF LATCHMG 2•x2•x,93• TOP 4 BOTTOM ALUK POST ILL � z: T-C�4614 •••••• .. . . .. ...... NOTE: • NEW FENCE MUST MEET POOL BARRIER • •4000 • • • • • REQUIRISIENITS OF • • • • • • • .. FBC. R45OU112 • • • ..... TWRLRX41 iris R45 • Q 0 0o 0 . . { I 1 ( `-2W'X.93' ( (1 '�-I'A'xb2' AUJt 1 11 ( 11)0'x59 ALUM. Plot I { { I AUK I { { I VERTCAL t I I { e BOTTOM 1 1{ I GsAl`E REJECT A 4' I I I I TOOBJECT "YPJ i 11 I n C�CHA - u l 1 {.1 1 I U I _J L J L 12'tCOW. FOOTING x24' DEEP NOTE: MAX. TYt? ALL POST WELD ALL (PC 25M PSI) W/ ALL AROIND FILLET etia WELD ALUMINUM FENCE DETAIL • � � ecxe4 �s• - r-a �. r3' i 1 k 375 NW 124'h Avenues NGami, Fl 33182 ? ieL 6-?36-5202 — Fax. 305-207-=4 — E-mail. Jorge(allastayouac illa.com AA-0003645 F :;,c 7s G., i S J, 771771 y- �uf , rtic ng re , ro of a - hon�cn<<�I m r Dr cf :f _ nc_ :call face t iP o the fin,�hed :he nc cC. tei lot c , t dl� e the r� i or 1y )U:t,n ri -�, u' ,a MIAMI•DIADE _ 9 t of way, " ~— - _M1A,'MI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy Veka, Inc. 100 Veka Drive Fombell, PA 16123 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RfrR- Product tomol Section to be used in Miami Dade County and other areas where allowed by the Authority jjpfviog Jurisdiction • •": • (AHJ) 00*000 • .. ...... • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Q"ty Produg Control:. •.. Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) ieserve,tbC jight tq • • • • have this product or material tested for quality assurance purposes. If this product or rrrateitial. fails to redorm iq • ; • • • the accepted manner, the manufacturer will incur the expense of such testing and tlw �*141 mayekimediatel)C... .. revoke, modify, or suspend the use of such product or material within their jurisdiction. ;RW teserves the right to . • revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that t144 41.ypduct of • • • * • material fails to meet the requirements of the applicable building code. . . .. This product is approved as described herein, and has been designed to comply with the High Velocity' bfricane Zone of the Florida Building Code. DESCRIPTION: PVC Privacy Fence Panels APPROVAL DOCUMENT: Drawing No. S-4112, titled" PVC Privacy Fence", dated May 14, 2014, last revision #2 dated October 31, 2018, sheets 1 through 3 of 3, signed and sealed by Lyndon F. Schmidt, P.E. on October 31, 2018, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each fence panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 018-1106.07 and consists of this page 1, evidence submitted pages E-1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 19-0829.02 ruEC iv ourr /]' Expiration Date: OS/14/202024 O� % f�l g Approval Date: 09/19/2019 / / Page 1 Veka. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0605.09 A. DRAWINGS 1. Drawing No. S-4112, titled "PVC Privacy Fence", dated May 14, 2014, sheets 1 through 3 of 3, signed and sealed by Lyndon F. Schmidt, P.E. on June 09, 2014. B. TESTS 1. Test Report # TEL 04401036, dated May 21, 2014, issued by Testing Evaluation Laboratories, Inc. for Series/Model 72" Tahoe II, PVC Fence Panels, signed and sealed by William B. Shelton, P.E. on May 27, 2014. :""• 2. Test Report # TEL 04401035, dated May 21, 2014, revised on June, f 7, �014, s esuad . • by Testing Evaluation Laboratories, Inc. for Series/Model 72 "'SA4b'bwbox P • • • • • .. .g 11, 2014� Fence Panels, signed and sealed by William B. Shelton, P.E. on . u 000 0.660 .... .... C. CALCULATIONS ..... * *:. • 1. Fence and Post Analysis, dated M 27, 2014, one sheet, signed al &&bled radon y May gn 1tK �Y ...... F. Schmidt, P. E. on May 27, 2014. • • • • • • .' . . . . 0000- D. QUALITY ASSURANCE ' ...... 1. By Miami -Dade County Department of Regulatory and Economic 1?esd4rces.0 . • • % 0 . .... E. MATERIAL CERTIFICATIONS 1. NOA #12-0106.01 for the plastic material specifications. F. STATEMENTS 1. FBC, 2010 Edition compliance letter issued by R W Building Consultants, Inc., dated May 27, 2014, signed and sealed by Lyndon F. Schmidt, P. E. on May 27, 2014. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 16-0125.05 A. DRAWINGS 1. Drawing No. S-41I Z titled " PVC Privacy Fence ", dated 05114114, last revision 41 dated 01111116, sheets I through 3 of 3, signed and sealed by Lyndon F. Schmidt, P.E. on 01111116. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. 9 W44n��- - -- — Helmy A. Makar, P.E., M.S. Pro -duct Control Section Supervisor NOA No. 19-0829.02 Expiration Date: 08/14/2024 Approval Date: 09/19/2019 E-1 Veka, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. FBC, 2014 Edition compliance letter issued by R W Building Consultants, Inc., dated January 11, 2016, signed and sealed by Lyndon F. Schmidt, P.E. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. S-4112, titled " PVC Privacy Fence ", dated May 14, 2014, last revision #2 dated October 31, 2018, sheets 1 through 3 of 3, signed and sealed by Madan F. Schmidt, P.E. on October 31, 2018. . . B. TESTS • 1. None. .... •••• C. CALCULATIONS • • • • • • • • • • 1. None. •• •• •••• D. QUALITY ASSURANCE • 1. By Miami -Dade County Department of Regulatory and Economic Ra burces.' E. MATERIAL CERTIFICATIONS • 1. None. F. STATEMENTS 1. FBC, 2017 Edition compliance letter issued by R W Building Consultants, Inc., dated October 31, 2018, signed and sealed by Lyndon F. Schmidt, P.E. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Pro uct Control Section Supervisor NOA No. 19-0829.02 Expiration Date: 08/14/2024 Approval Date: 09/19/2019 E-2 .0000 VEKA INC. 100 VEKA ORrVE FOMBELL, PA 16123 PVC PRIVACY FENCE GENERAL NOTES 1. This product Is designed to comply with the 6th Edition 2017 Florida Bulldog Code 911gh Velocity Hurricane Zone". 2. For wind load rating. see chart this sheet. 3. Installation of this fence shall be based on this product approval documents with no deviation from the conditions detailed on this document. 4, This Product Approval Document (P.A.D.) will be considered invold if modified. 5. $Ile specific projects shag be prepared by a Florida Licensed Engineer or Architect which will become the Professional Of Record (P.O.R.) for the project and who will be responsible for the proper use of this P.A.D. 6. This fence manufacturers pennartent label shag be placed at each fence assembly. The permanent label stag read as follows: VEKA, Inc. Fornbell, PA Warnf - Dade County Product Control Approved 7. Tested in accordance With Metro=Dode County performance test requirements as reported In test report 4's TEL 04401035 3 TEL 04401036 issued by Testing Evaluation Laboratory. 8. The fence post, rags and pickets are a coextruded part with a min. 0.020' (+/-.0051 cap stock which contains "W inhibitors. AN parts steal be made of PVC that's manufactured by V9CA, Inc. Refer to the PVC material specifications shown for the tested properties. TABLE OF CONTENTS SHEEN DESCRIPTION i Typical elevation tic general notes 2 Tahoe ti- ociet fence details 3 Breckenridge - shadow box fence details BRECKENRIDGE �715� TAHOE II PVC Material Specifications Test PVC Properties White Rale of awning ASTM D635 pass C-1 SW* intlonTempersture (Spontaneous) ASTM D1929 9257 > 650'F Arersgo Smoke Density Rating ASTM D2843 43% < 75% Tensile Strength (130wence Exposed 3 Unexposed) ASTM 638 4.98% < 10% •• ••• • • • • • •• WWDLOP4RATING • • • • • • • • This fence and its vertical supports rr ..m gar tr.nJn are designed/tested n,�r s r.+t� fa 75 mph, fastest mile wind speed or 115 mph 3-second AcNw• a .• 1 q �J(,JBQ 2 c gust n compliance with section 16162-1 of the Florid11 guMngCode ►Designftwo �N.71 pdj0 . • • • 1�ry ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • :'• �� �, gain 11111 O .9 o i m UN •; S s 2 e Z U � e dear F mangy E iy PRODUCTREvrS-m SCALF. N.7.5. d Wm(4ying n:,h the rlcriC . OL Dx'Di'cCofu DM on JK y A�acarcac� c C 0 7 o.c sY: LFS /9 oaMnxc w.: ✓ h P.u4ce narrr S-4112 sea 1 of E iy PRODUCTREvrS-m SCALF. N.7.5. d Wm(4ying n:,h the rlcriC . OL Dx'Di'cCofu DM on JK y A�acarcac� c C 0 7 o.c sY: LFS /9 oaMnxc w.: ✓ h P.u4ce narrr S-4112 sea 1 of N \- GROUNDio v 1 Lm BRECKENMDGE FENCE _ 72• 17 S0. HOLE L 7 51 (TYP.) --i --� f--1.936 s.o,r z (TYP-)—II—� SEE ROUTER DETAL "A' (IYP.) a(6 I (TYP.) �HV'MK 3 0.02S* 6• ��il S RIBBED PICKET 7/O'%6' � 3 13 A A 1 � 3 6 CONCRETE T�� c (3000 IS MIN.) I 7T• ---` T -I �- 6• -i sEE ROU18I DETAL B' 1 MIN. 0.02(P CAP STOCK T (CONTAINS UV INHIBITORS) TYP. ALL POST. RAILS 8 PICKETS ROUT ON- - - NOTES. - GRAVEL FILL 1. REINFORCEMEMTO BE INSERTED INTO EACH POST AND MUST D(TM TO THE BOTTOM OF POST. In 0I-- L� 6.04•----{LI I c-i ROUTERD�AV�A"- nyp TDEWL'M mV BILL OF MATERIALS NMI DESCRa00N MATERML I S" X S'POST PVC 3 3" X 3" RAIL PVC S RIBBED PICKET PVC 6 POST CAP PVC 7 1 ALUMMM POST REINFORCEMENT 60aT6 ALUM 0.073' k � a 135 —� 00 Y 0.100' ••• •�• P .Dtli�!! •.• i A 0.35 � AlIIMf PDSTR CERA • LAC'• ••• • • S T s"KEro ,,doh, R,i.. PROVI(TREVISED D �!I� C �YI^R •.ith the I7aida LQpaxo Z s� A�Aa•ce N° O% T s • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INN Iu z p lu° 4 08 14 Q N.T.S. ° er X m' BY; LFS i uc No: d S-4112 v a Tor 3 _" SEE HOLDING SCREW DETAIL (TYP-) \ 1 \-GROUND A LEVEL [::::[-712S' : 6' o �- oa7s f--1.9sr r � � 2:) " U 03S D 03S 1.95r o � 62S c 5 � 4 rn TONGUE i GROOVE PIGLET 7/U' x c Z SEE NOTE 1 ' I CONCRETE 5 (3000 PSI MIN.) I SEE ROUTER —^i i-- 6.25 MIN. OA20•CAP STOCK 4n e3 ICONTANS W INHIBITORS) --{1-- o DETAIL (TYP.) TYP. ALL POST, RAILS 6 PICKETS To d TAHOE II FENCE 3 71 S T ROUT ON GRAVEL RLL 1rSQ.HOLE NOTES: 1.Sor HOIDR4C SCREW 1. ULFWJNEL 5 ATTACHED TO THE FENCE POST w/ (4) R 10 X 3/4• I.594" 4 TO MAMAN MN. SELF-DKUNG TEK SOWS LOCATED r FROM THE TOP R. EMBEDMENT- ` BOTTOM PLUS 2 MORE EQUALLY SPACED. 2. REINFORCEMENT TO BE INSERTED INTO EACH POST AND MUST EXTEND TO THE BOTTOM OF POST. I I EMBEDMENT 0.135 $ ROUIER DETAIL HOLOWG SCREW MAIL o 0 0 BILL OF MATERIALS mN R DUCHMN MATERMI I s x s Posr PVC 2 U-CHANNEL PVC 3 DECO RAIL PVC 4 II10 X 3/4' PPH SELF -DR R.LING TEK SCREW STEEL. 5 1 TONGUE S GROOVE PICKET PVC b POST CAP PVC i ALUMINUM POST REINFORCEMENT 6063•76 ALUM Q100"— M � 1 k J__ 03W �—ow II i-- 0.495' ti • • •• • • • r • fnau!t r.���To � •� ,i 1` Mtn m< t'ha, t:, o.3S --� i-- } 111 talc O F---4.6'� T irr'mn7- cL� 7 AlUA4NUM ���� • • • . • ECO RAD t. 7TLONG • • 3 • �`" �• �mtairnr.a xr • • •• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • all Oi /1 III'/ l.pi ; Mf p h P'3� •� y tcW p r p on d � mdiLL 4 o 2 T rxr101T o0 NN Z 0.0%97I F Izz z me ° U•CHANNEL stta/4• LONG 0 N—_ PRoM!CT REVISED wTe: 4/09 14 i LL N.T.S. o at oasr.45,18-:h tM Fla.c. Sc Bte7 9 CMe 5 arc. ar. JK m A�«pt�y T'w 1 _ 0 (� . p'T �P Dcie a 4 19 cttk or Lf5 3 Mimi Ih xt Cnnm.l S-41 12 r o MEET 2_ OF y o FLORIDA METAL PANELS GROMM NOM 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 APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 3. R 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 SWILL 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 MATE5IALS do GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. 14 DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. 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 CLIENT. FENCE WIND LOAD AS PER ASCE 7-10 KD=0.85 WIND VELOCITY AS PER ASCE 7-10 MIHMI-DADE CATEGORY 2 ------ 115 mph (AS PER FBC 2017 SECTION 1616.2.1) 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 ASTM GRADE Fy STEEL SHEETS A36 ----- 36 KSI STRUCTURAL TUBING A500 B 46 KSI 3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED. 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. CALCULATIONS In accordance with FBC 2017 and -'SCE 7-10 1 - --T- + Wind load Calculation: General Data: Post Design Top and Bottom Design Category: I L (ft): 4 2 1/2x2 1/2x16Ga. Steel Galvanized2x1x16Ga. Stl Galvanized _ Exposure: _ C_ Hpost(ft)- 6 '- A-500 I IA-500 V (mph): I 115.00 Fy (psi) 46000 Mmax. (lb -in) 13997 Mmax. (lbin) 1166 I: - 0.58 _ "3)0.1 S 24 0.85 Fv (psi) 18400 fb (psi) Mmax/SxKd: fb (psi) + Mmax/Sx h (ft): 6 Fy (psi) 36000 fb (psi) 24132 fb (psi) 9406.451613 Pd (psf)_ _ 16.2 A-36 Fb (psi) �21600 fb (psi)<Fb- OK I r b (psi)<Fb F OK Fv (psi) 14400 Rail to Posts Connection Design Foundation Design (nonconstrained FBC 2017-1807.3.2.1) Act_ual PUllout 194.4-'_ P 388.80 Lateral soil bearing 200 Allowable Pullout, 200 Using 10-16 Hilti Kwik A Footing Diameter (ft)_ 1.583 OK, Flex Screw - d-v _ _1.44 3.00 -� - For poles 1806.3.4 L 2 1*4A7 VZ"'046F.`\MI bra S=0.47 IM Z=0.58 IN' Mmax=16.2.4.6.6/2 =13 997 #-in M ASD=Mn/O , Mn=FyZ , 0 =1.67 M AsD=16 000 #-in Mmax < M ASD L 2 4" L POSTS (16 GA) SCALE: 3/4"=1'-0" S=0.124 IN' Mmax=16.2'6•.5'4.4/8 =1 166 #-in M Asp=Mn/0 , Mn=FyS f) =1.67 M AsD=2 673 #-in Mmax < M 0A•S0D6 T L RAILS (16 GA) r SCALE: 1 1 /2"=1 '-0" i� f � Zx=0.0054 ir-?'- b M max=16.2•(6/ 12)*•0.5! 1 33• 1.33•12 Mmax=86.0 #-ink_ M ASD=Mn/D �y Mn=FyZ 1) =1.67 '-� 6 //mil/� ORAISSA R LOPEZ,PE M ASD=116.4 Vin 0GONZALD A. P,PE AZ 001 Mmax < M AM 6" O N PICKETS (26 GA) O 1 121812019 1 SD-1 .9. FLORIDA METAL PANELS 1. ALL WORK CONFORM OTO FLORIDA BUILDING CODE 2017. 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HIVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE 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 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 E)RRA MATERIALS do GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. 14 DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. 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 CLIENT. 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) 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 ASTM . GRADE Fy STEEL SHEETS A36 ----- 36 KSI STRUCTURAL TUBING A500 B 46 KSI 3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED. CALCULATIONS In accordance with FBC 2017 and ASCE 7-10, T Wind Speed from FBC 2017, Chapter 16, Section 1616.2.1 v=115 mph --- -- - i Wind load Calculation: General Data: DL(pst): 5 + r Top and Bottom Design _ _ V (mph): 115.00 Fence Span(ft):_ 4 .. .. - Gate Span(ft): 4 Span = Gate Leaf, not opening) 2x1x0 071 st galvanized_ - Exposure: C Hpost (ft) 6 ;(Gate Post Design-� - 'A-500 _ Gust Factor 0.85 G F y (psi) 46000 'Steel galvanized A-500 _ + max. (lb -in) M 2608 _ Cf: 1.30 A-500 Fb (psi) 27545 Section Mind Mpg _ . M,,,,,,. (Ib-in) Z, (inA3) fb (psi) Sx (in A3) -- 'fb 0.124 Kd: 1: 85� Fv (psi) 18400 2.5x2.5x16Ga 14012 2880 14305 0.58 24663.7 (psi) Mmax/Sx h (ft): 6.00 Fy (psi) + -+ _ fb (psi) 21029.6 _ _ Kz: 0.85 i �36000 A-36 Fb (psi) 4.21600 fb (psi)<F OK - - --� _ fb (Psi)<Fb OK qz (psf): - 16.2 Fv (psi) 14400 �� to Rail Posts Connection Design Foundation Design (nonconstrained FBC 2017j1807.3.2.1) _ (2017-1806.2) _ Actual Pullout _ 32 _ s P 583.83 Lateral soil bearing- 200 Allowable Pullou 200-Using 10-16 Hilti Kwik A t 2.16 Footing Diameter (ft) 1.58333 e _ _ OK Flex Screw d (Depth) 3.95, For poles 1806.3 2 NEXT POST FENCE TO NEXT POST FENCE TO BE AT NO MORE THAN 4' 3'-0"/4'-0" MAX BE AT NO MORE THAN V 2x1x16 GA. GALVANIZED STEEL FRAME GATE (TYP) GALVANIZED STEEL. POST 2-1/2"x2-1/2"x16GA 26 GA. (MIN.) GALVANIZED METAL SHEET DURA FENCE 2x1x16 GA. GALVANIZED STEEL FRAME GATE (TYP) HINGES TO RESIST 180 LEIS 2x1x16 GA. GALVANIZED STEEL FRAME GATE c (TYP) GATE CONNECTIONS: - PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER PK:KEr (MIN), 2 TOP do 2 BOTTOM) 10-16 KWIK FLEX SCREW by HILT] OR APPROVED EQUAL GALVANIZED STEEL POST 2-1/27x2-1/2"x16GA S=0.47 IW Z=0.58 IN' Mmax=14 305 #-in M Aso=Mn/0 , Mn=FyZ , 0 =1.67 N M AsD=16 000 #-in Mmax < M ASD POSTS (16 GA) - - e :c S C uod S o, Out t o �ertic�' u F I„g n. r. Ers ct ar. i horieontGl a ` nce rl r c the , IG11 face �h +�., � try e IniShed ,de �411 s locate, t r -ny' ,'Juttm --- _ riry ,,ht e fhe ad,c • ,iS f-way. LOCI HARD E_ X N I ` . ex N • q-Lo I - 000••• so • 00000* • •••• • O 1 • • •• 0090 • n '(a 000000 • • •• N •• •• • •••••• • • 3 KSI CONC. FOOTINq • • • • 012"x4'-O" D12P OR • 019"x3'-O" DEEF•OR • i _ I - - !- 024"x2'-6" DEEP (TYP) • 1W. ►uIRTJ.rCi GAM Eff". ♦W SCALE: 3/4"=1 '-O" 3'-0" /4'-0" MAX S=0.124 IN' Mmax=2608 #-in M Asp=Mn/0 , Mn=FyS , 0 -1.67 M AsD=2 673 #-in Mmax < M ASD T L 2" RAILS (16 GA) SCALE: 3/4"=1'-O" APPLICABLE EXCLUSIVE ONLY FOR SEDIMENTARY \ AND FOLIATED ROCK . `iQJLS 0 012'x2'-9- DEEP (t) I N - ALL GATE FRAMES TO BE CONNECTED BY ALL MOUND FILLET WELD. (�) SOIL SHALL BE VERIFIED TO BE CONSISTENT WITH THE MENTIONED CHARACTERISTICS. A FLORIDA LICENSED ENGINEER SHALL VISUALLY INSPECT AND PROVIDE A CERTIFIED LETTER ATTESTING SO. Zx=0.0054 ire 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 OMaxM< M M6" I� O O O d' O N PICKETS (26 GA) 0 Ref. Page # 19-01 FLORIDA METAL PANELS 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 APPLICABLE CODES SWILL 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 SWILL 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 SWILL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY EXTRA MATERIALS k GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. 14 DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. 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 CLIENT. 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) ;�I:1XOT1 T treM 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 ASTM GRADE Fy STEEL SHEETS A36 ----- 36 KSI STRUCTURAL TUBING A500 B 46 KSI 3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED. NEXT POST FENCE TO HE AT NO MORE THAN 4' 2x1x16 GA GALVANIZED STEEL FRAME GATE (TYP) GALVANIZED STEEL POST 2-1/2"4-1/2' x14GA 26 GA. (MIN.) GALVANIZED METAL SHEET FENCE HINGES TO RESIST 180 LE S 2x1x16 GA. GALVANIZED STEEL FRAME GATE (TYP) 3 KSI CONC. FOOTING O19'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) iw*k�ipixw I oftz-1*11=7 S uu 7/8" DIAH. SOLID BAR CANE \\`.•, _ . BARS GATE CONNECTIONS PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER PICKET (MIN), 2 TOP • k 2 BOTTOM) 10-16 KWIK FLEX SCREW by HILTI OR APPROVED EQUAL FrTALL GATE FRAMES TO BE CONNECTED WITH 1/B' FILLET WELD ALL AROUND. W. JJVVJKE G!'!•iri E"• ♦J1aW SCALE: 1/2"=1'-O" NEXT POST FENCE TO BE AT NO MOFIE 1Fi4d 4' • i 1 � j LLj �' N M � -I • • • • •�,•3• LU O N ) • S kn Q • • •• • �* •v we f +• TW`rta• Uj rml IL •• • • co to •• •• • • W LZ we • • •• we • • • "9• • •• •• 3 _`'w•• � Z U -.0 p000kz `3 KST OONC► F'40TING " (/) " , • • • • 019'x4%-Ir DENP OR • • • • 024'x3'-9' DEEP OR • • • • • • LU 030'x3'-4" DEEP OR 036'x3'-0' DEEP (TYP) APPLICABLE EXCLUSIVE ONLY FOR SEDIMENTARY AND FOLIATED ROCK SOILS LLj 012'x2'-9" DEEP (•) 0 N Zd' 'n N LLJ O 0 (•) SOIL SHALL BE VERIFIED TO BE LL_ M CONSISTENT WITH THE MENTIONED CHARACTERISTICS. A FLORIN Q m in LICENSED ENGINEER SHALL o VISUALLY INSPECT AND PROVIDE A CERTIFIED LETTER ATTESTING SO. O 0 LL_ GALVANIZED STEEL POST 21"x2j%I4GA 2xlx16 GA. _j l ir• J/W�� GM PLW V 24 GA. (MIN.) GALVANIZED GALVANIZED STEEL METAL SHEET FENCE FRAME GATE (TYP) SCALE: 1/2"=1'-0" Fences God S dP Out. ThP �ertic,_` 1 hori,cntal ;qp %ing mer-)crs of a '-nc-, , iall face the ( inlPnor of the r on 0 ch tho f.nc_ s Ic.ated a a the finished sale shall -e the adj'0'11,1 ig lot or _ny outt.ng ri; Tt-of way. I In accordance with FBC 2017 and ASCE 7-10, 0.06 Wind Speed from FBC 2017, Chapter 16, Section 1616.2.1 v=115 mph Wind load Calculation: General Data: DL(psf): 5 Top and Bottom Design S=0.57 in' V (mph): 115.00 Fence Span(ft): 4 Gate Span(ft): 5 (Gate Span = Gate Leaf, not opening) 2xlxO.071 st galvanized Z=0.71 ins Exposure: C Hpost (ft) 6 Post Design A-500 Mmax=16 393 #-in Gust Factor 0.85 Fy (psi) 46000 Steel galvanized A-500 Mmax. (Ib4n) 4074 M ASD=Mn/0 , Cf: 1.30 A-500 Fb (psi) 27545 Section Mind MDL Mmax. (lb -in) Z (inA3) fb (psi) Zx (inA3) 0.155 Mn=FyZ , n =1.67 Kd: 0.85 Fv (psi) 18400 2.5x2.5x14Ga 15764 4500 16393 0.71 23089.1 fb (psi) Mmax/Sx N M AsD=19550 1-in fb (psi) 26287 Mmax < M ASD Kz: 0.85 A-36 Fb (psi) 21600 fb (psi)<Fb OK fb (psi)<Fb OK Qz (psf): 16.2 Fv (psi) 14400 Rail to Posts Connection Design Foundation Design (nonconstrained FBC 2017-1807.3.2.11 (2017-1806.2) L 2 }" Actual Pullout 32 P 583.83 Lateral soil bearing 200 POSTS (14 GA) Allowable Pullou 200 Using 10-16 Hilti Kwik A 2.16 'Footing Diameter (ft) 1.58333 OK Flex Screw d (Depth) 3.95 For poles 1806.3 2 S=0.124 in' Zx = 0.155 in' Mmax=4074 #-in M ASD=Mn/f) , Mn=FyS , 0 =1.67 M ASD=4269 #-in Mmax < M ASD T L 2" 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=Fy*Z , 0 =1.67 M ASD=116.4 1-in OMmax < M AM 6" I, 1"7 O O O O N PICKETS (26 GA) O ❑RMSSA R LOPELPE ❑GONEALO A. PAZ,PE '1812019 s D-3