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FW-05-22-1308Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 9333 N MIAMI AVE, Miami Shores, FL 33150 1132060130350 Contacts Patricia Pinicheiro Owner OWNER Contractor 9333 N Miami AVE Mobile: 3016939669 tpenicheiro@yahoo.com m ---.w... Ins ection Requests: Description: REPLACING EXISTING WOOD FENCE FOR A 6FT METAL FENCE + 2 GATES Valuation: $ 2,000.00 305 41 ti E 0.00 Total Sq Feet: € Fees Amount Application Fee - Other $50.00 CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Planning and Zoning Review Fee $35.00 Scanning Fee $15.00 Structural Review ($60) $60.00 Technology Fee $2.50 Wire and Wood Fence Fee $50.00 Total: $218.10 Payments Date Paid Amt Paid Total Fees $218.10 Credit Card 05/23/2022 $50.00 Credit Card 06/21/2022 $168.10 Amount Due: $0.00 Building Department Copy 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 egulatinZruction and zoning. Futhermore, I authorize the above named contractor to do the work stated. r _ PmiciA Pip,NI�-r��v A thorized Signature: Owner / Applicant / Contractor / Agent Date June 28, 2022 Page 2 of 2 BUILDING PERMIT APPLICATION �UILDING ❑ ELECTRIC Miami Shores Village ENTERED Building Department MAY 23 2022 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BY' - INSPECTION LINE PHONE NUMBER: (30S) 762-4949 F 1B�C 20 Master Permit No. r {' ,6 - Z 2,- I?Q�; Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 � J -� y ( pov�i / v City: Miami Shores County: Miami Dade Zip: .33 15 C? Folio/Parcel#: Is the Building Historically Designated: Yes NO _ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Pp\y-I CA P\ P Phone#: S 0`' 6`'13- `A (Pyl Address: " I �_� N V\i K" I !V City: I iNl ( si-1 10 State: FL- Zip: 33 ) S (�, Tenant/Lessee Name: N 1 A7 Phone#: Email CONTRACTOR: Company Name: U W 4"V— � U 10 o-v-- Phone#: Address: Email: Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: one#: Certificate of Competency #: Phone#: Address: City: State: �,Z,ip:: Value of Work for this Permit: $ 2 o0 0 Square/Linear Footage of Work: 55;'W- It, year Type of Work: ❑ Addition ❑ Alteration ❑ New © Repair/Replace ❑ Demolition Description of Work: ���� /iGIU E '�o s-n N G—, W Jyp Ft�f.1Le- fb(Z N WVEJIiL &Ncc . + 2 Gas Specify color of color thru tile: PY1E TAL F'C NcC — f5kN2-E - �? Fl- Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ DCA Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ P&Z Review $ Bond $ ''11 TOTAL FEE NOW DUE $ V (Revised04/05/2022) ' 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 Zi 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 REC®RDING 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 potice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this :�-'3 day of /VVQ-�\ 20 Z2 . by PairC e-i Pe-n iGhe-i It' who is personally known to me or who has produced V—L D,- v L c n ti as identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this Z 3 day of 20 Z? by ✓t, %'gin KID who is personally known to i me or who has produced �c ��� `✓�� L� z as identification and who did take an oath. NOTARY PUBLIC: Print:y 1 V i e t r1 e �l C Print: l V l Y1 � CL� Seal: ��.��`�pY�Pum.,, vrvienneYao Comm.:HH 222410 Seal: 2026 ." \`���,*a ";'N//e m HH22241 `°�'-` Ez m .. '_' 31, 2026 Expires: Jan.31, . pines; Jan 1 Notary Public • State of Florida -, N, . Notary Public • Stale of Florida % ., �� �.�� APPROVED BY Plans Examiner �l lZ Zoning d�l '✓V Structural Review Clerk (Revised04/05/2022) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: � 1 Gar PAN 6+ 1tl DATE: ADDRESS: -I N Awl l A-V, Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial Pe 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial PP 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial _PT 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial PP S. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial pp 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and supjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial_ 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that 1 may contact the Florida Construction:]ndustry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/pro/­cilb/`index.htmi Initial / r 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial-le/0 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial P Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. 7 Was acknowledged before me this _-7'� By i I G[ `4 Produced there Licen e or �L OWNER day of 20 22 who was personally known to me or who has -b r -t V_eA s Li eAkS.e as identification. NOTARY vivisma yso Comm.022200 _ = Expires: Jan. 311 2026 N*q public - State: of Florida Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: i 11-3206-013-0350 Property Address: 9333 N MIAMI AVE Miami Shores, FL 33150-2243 Owner PATRICIA N PENICHEIRO Mailing Address 9333 N MIAMI AVE MIAMI SHORES, FL 33150 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Living Area Sq.Ft iSq.Ft Adjusted Area 12,112 Sq.Ft Lot Size (10,530 Sq.Ft . ._........___.___--_. _ _ __.V -.-... Year Built - __.._..... _ 1 Multiple (See Building Info.) Assessment Information Year 2021 2020 2019 Land Value $284,033 $284,033 $284,033 ✓._ __�_________ Building Value ....... XF Value Market Value $195,994 ...................... -.__.... ______ $32,673 ..... _.______ $512,700 $198,444f .._...._........-.--- .__.._____..__... $33,062 ............................__.. ._.__.._..__.._._____..__._.___.._ $515,539 $200,894 ................................ ................. _ $33,451 ------------ ._..__... _..... _... _....... $518,378 Assessed Value $512,700 $515,539 1 $518,378 Benefits Information Benefit Type 2021 2020 2019 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD LOT 10 & N1/2 LOT 11 BLK 3 LOT SIZE 81.000 X 130 PB 10-70 COC 25388-2716 01 2007 1 Generated On : 5/23/ Taxable Value Information 2021 2020 2 County Exemption Value $0 $0 Taxable Value $512,700 $515,539 $518. School Board Exemption Value $0 $0 Taxable Value $512,700 $515,539 $518. City Exemption Value $0 $0 Taxable Value $512,700 $515,539 $518. Regional Exemption Value _..___..................................................... _......_........_.._._.._ Taxable Value $0 $512,700 $0 $515,539 $518 Sales Information Previous OR Book - Sale Price Page Qualification Description 11/03/2014 $525,000 29396-1913 Qual by exam of deed 07/31/2012 _..__..__ ... _........ _... _.... $390,000 ........_...__......... 28247-0921 Qual by exam of deed 08/20/2009 ..... $190,808 ....... .._.. 27019-0930 _ _. Not exposed to open -market; atypi motivation 08/14/2009 $189,900 26990-0160 Financial inst or "In Lieu of Forclos stated The Office of the Property Appraiser is continually editing and updating fhe tax roll. This website may not reflect the most current information on record. The Property Appra and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version https://www.miamidade.gov/Apps/PA/propertysearch/ 5/23/2022 `z v t ice,, Lo v CL, � o VI LLo Cn M -C 3 gu U 1V C t C to > E� LAY ad L 1 L d L) L Q — \. � r- S 1 V O� fE0 C_F.d o > > c v NmIO Loa q1" ook LOT 9 4 Of ....... ------- -- - - - - - - - - - - - o`....... ' '''''°'" 15't ALLEY .o. f ...Ui wo _. a z<axxza..L-` Frerz=•:rs'a J.P. 1/2" t.."."..'::..FND. A s8.10 M 0.70' C.B. _..-.._ 0 4.0 .60' WALL •�� 3, ri 1.21' A LOT 10 0 (IN) :..'.: j:...'.'.. o BLOCK 3 0,5.20 voi POOL �ON 0 '2 34.8 !! NU PAVERS- .........o l'.'.'.'.'.'.'.. ,'.'.'..'. _..- .. :. - _- - ---' ; ' 3 30.50 PAVES - 5 20 ��_1e a rn 17,3hh 0, tU' 20' cD ASPHALT ni : a ui Y . 9.50' i inch = 20' ft. .'.'!E •i •.'........' CONIC --- .. THEN RTH 1121y I GAR.EL.=10.90 1 N 7.52'A OF LOT 11 8 BL K 3 op 11.0'0 10.50' Ia' "moos • ' - Q �� w 9.0' v REMAINDER OF M o LOT 11 SHED BLOCK 3 0 ' 18.70' ONE STORY R 1^f.95 0 C5� •': �.' O RESIDENCE I oso' 75` �M 17.40' o o # 9333 I ic� , n ONC O V. CN .— n .3 r- LF,F.E.=11.16•- n .0 F.F.E.=12.99 PLANTER AC In 9.95' i 8.75 > • .... o ,,:• � 21.40' 'ri `0.49' 12.75 :.'.'.:.'.'.'. 20.30' 7,15 ) .'.'.'.' :.'.'.': 4p, .S I 0.70 oTILE 0.70, M 6.30' �GJT PLANTER 3 6 "I 8 0' 39i,M $ i PLANTER N iv' y �• ro' i o (BASIS OF GEARING c o ASSUMED) 37\` 0' - I LP 412 -�. 03?8�1.00 rR&M�.s' CSW. �O•. o F.LR. C. _ _ e _.lw_ ®--fl.P. 1/2„ NOTE '.5 t PARKWAY h . :RM. : SED #. N-568" :Og;:' :::::'ELEN 9.65 ....•': ::: $::ao' RIGHT -OF- WAY (BY PLAT).:'.N::::.::::::::_.. (N.G.V.D. 1929) NORTH MIAMI AVENUE.... 1 .. ......,.... ..11. .'.1'� ..;�0 AND WAt.I<1NAY CROSS LOT LINES. MAP OF BOUNDARY SURVEY Property Address: 9333 N MIAMI AVE MIAMI SHORES, FL 33150 vnlineLand SURVEYORS, INC. 15271 NW 60 AVE, Suite 206 Miami Lakes, FL 33014 www.Onl ineLandSurveyors. Com CUR YDR• RT1Fl ATION: I HEREBY CERTIFY THAT THIS 'BOUNDARY SURVEY' IS A TRUE AND CORRECT REPRESENTATION OFA SURVEY PREPARED UNDER MY DIRECTION. THIS "MPL IES WITH THE MINIMUI E STANDARDS, ASSET FORTH BYTHE STATE OF FLORIDA BOARD OF P SIONAL SU .QRS AND MAPPER INCHAPTER SJ-iZ851, FLOW ADMINISTRATIVE CO. PU&SUANT TO SECT/ 47ZO27, FLORIDA STATUTES. `�l l f Ix, ,/F 1:,A„ 'LORI , SUQ4¢ SIGNED "' v FOR THE FIRM '• AVE MIGUEL ESPINOSA��z P.S.M. No. 5101 STATE OF FLORIDA NOT VALID WITHOUT AN AUTHENTIC ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL AND/OR THIS MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A LICENSE SURVEYOR AND MAPPER. rn CY) a C O •- O ro am- C1.z.Nao U U N S Cas 0 .0) N i .r -,C) . L C L 0) U N C N L 'Vf co ca 00 N C a)�.� A N -O = ) O f- N r •-.. E 0'0 ca Survey Date:7/1/2019 Survey Code:0-52967 Page 1 of 2 Not valid without all pages. - - ril x� ff 4.rhS "°s"plelF ley j 1J s 1 T i LOCATION MAP N.T.S. PROPERTY FRONT VIEW CERTIFIED TO: FLOOD INFORMATION: TICHA PENICHEIRO Community Number: VILLAGE OF MIAMI SHORES ITS'SUCCESSORS AND/OR ASSIGNS AS THEIR 120652 INTEREST MAY APPEAR. Panel Number: 12086CO302L Suffix: L Date of Firm Index: 9/11/2009 Flood Zone: X Base Flood Elevation: N/A Date of Survey: 7/1/2019 LEGAL DESCRIPTION: LOT 10 AND THE NORTH 1/2 OF LOT 11, BLOCK 3, OF AMENDED PLAT OF MIAMI SHORES, SECTION ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA Surveyor's Legend e.� PROPERTY LINE STRUCTURE ® CONC. BLOCK WALL i? TREE L.M.E. LAKE or LANOSCAPL MAINT. ESM/-. ESMT. Li`:µ N- ( t -X- CHAIN -LINK or RE FENCE fT P.P.KER POLE WI� R.C.E. ROOF OWMIANC F.ASEMFNF D.E. , DRANA(;. E(. SEMrNT P.P. POOL PUMP L.R.E. tr Nn AP!'. BUFFI N F.S'MI -N--J/-- WOOD FENCE ®CM. CATCH BASIN PL PLANTER OR PROPERTY LINE I. A,(, IIM1itO ACCESS RAT C.U.E. CCLRITi' JiluIY E:SM f. (TIES, I.D. IDENDFlCAl10N TEL. �AGl1TIES ' IRON FENCE E./EE. INOAESS/ F(CSFSs ESMT. P U P Tl' j%!• A B.C. BLOCK CORNER U.P, EasEMENr u.L. untTEr EASEMENT END. OR F FOUND IRON PIPE/ to E.0 8. C UT�LIIY BOX O.R. BEARING REFERENCE (. �, �`� SEP. -SEPDC 7JkIIK CENTER LINE PIN AS NOTED ON PLAT LB/ LICENSE / - BUSINESS Q CENTRAL ANGLE or DELTA D.F. ORAi E}0r R RECORD OR RADIUS pC (-A" �'O�W-0 ER RAD. RADIAL ryy^^ LSO LICENSE I - SURVEYOR ® WOOD DECK CALC CALCULATED POINT C N.R. NON RADIAL CSW CONC &DEWXLK DWY DRIVEWAY SET SET MONUMENT TYP. TYPICAL I.R. IRON ROD SCR. SCREEN CONCRETE ♦ CONTROL POINT .. GAR. (GARAGE r: ( t I.P. IRON PIPE ■ CONCRETE MONUMENT (. NCD NAIL & DISK ENCL (ENCL09JRE ASPHALT ELEV ELEVATIONPK P.T. POINT OF TANGENCY NAIL PARKER-KALON NAIL N.T.S. NQ:TQO SCALE c PC* POINT OF CURVATURE D.M. DRILL HOLE F.F. FlNISHED FLOOR ® T.O.B. TOP OF BANK ( ( t BRICK LE P.R.M. PERMANENT REFERENCE MONUMENT WELL v FIRE HYDRANT E.O.W. EDGE OF WATER P.C.C. POINT OF REVERSE C CURVATURE P.R.C. POINT OF REVERSE CURVATURE E OR E.O.P. EDGE OF PAVEMENT OM.ET. MAN HOLE N / WATER P.D.C. POINT OF VALLEY GUTTER O.H.L.OVERHEAD LINES C.V.G. BUILDING LINE B.S.L BUILDING SETBACK LINE P.O.C. POINT OF COMMENCEMENT COMMENCEMENT TX TRANSFORMER CAN CABLE ER S.TL SURVEY NE LINE P.C.P.PERMANENT CONTROL POINT APPROXIMATE EDGE OF WATERW.M. M MEASURED WATER ME METER / CENTER LINE P PLATTED MEASURMENT PLAT P/E POOL EQUIPMENT ft/W RIGHT OF WAY CONC CONCRETE SLAB R.O.E. PUBLIC UBLITY EASEMENT ® COVERED AREA D DEED C.M.E. CANAL. MAINTENANCE EASEMENT C CALCULATED A.E. ANCHOR EASEMENT GENERAL NOTES: 1) LEGALDESCRIP77 PROVIDED BY OTHERS. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IFANY, AFFECTING PROPERTY. L 3) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR X r - -« - -- F OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT. �!" AffiliateMember iat 4) THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AlFlIF`�' Pape NeiNth AND FINANCING AND SHOULD NOT BE USED FOR CONSTRUCTION, PERMITTING DESIGN, OR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF Printing to Scale: .a. ONLINE LAND SURVEYORS INC. (:IT.. UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER 5 PORTIONS1. Select"None"from Page Scaling PDpO �` pOQ- IMPROVEMENTS WERE NOT LOCATED. 2. DeselectAUto-Rotate and Center" 2"Amo 6) ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED.�"'� 3. Select"Choose paper source by 7) FENCE OWNERSHIP NOT DETERMINED. L7.clwaeworsa,ceNrPUPssepTe 8) WALL TIES ARE TO THE FACE OF THE WALL PDF page size" 9) BEARINGS ARE BASE ON AN ASSUMED MERIDIAN. 10) BOUNDARY SURVEY MEANS A DRAWING AND/OR GRAPHIC REPRESENTATION =IELD WORK.' 6/26/2019 n OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE.�>>!� 11) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. )RA WN BY. N.B. 12) NOT VALID UNLESS SEALED WITH THE SIGNING SURVEYORS EMBOSSED OR , as HECKED BY.' M.E. ELECTRONIC SEAL c `� 13) DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. 14) ELEVATIONS IF SHOWN ARE BASED UPON N.G.VD. 1929 UNLESS OTHERWISE •-' FINAL REVISION: 07/01/2019 NOTED. 15) THIS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. OMPLETED: 7/1/2019 16 THIS BOUNDARY SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF n'r. oI THE ENTITIES NAMED HEREON, THE CERTIFICATIONS DO NOT EXTEND TO ANY dr!% CALE: 1 r = 2O" UNNAMED PARTIES. , .�fi r "ra X'. C SUVVr-{ URVEYCODE: 0-52967 rB#7904 15271 NW 60 AVE, Suite 206 nlineLand (I Miami Lakes, FL3304 Phone: (305) 910-0123 SURVEYORS,INC. Fax: (305) 675-0999 www.OnlineLandSurveyors.Com Survey Date:7/1/2019 Survey Code:0-52967 Page 2 of 2 Not valid without all pages. QUALITY METAL PANELS C 11MUL NOU& 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2020. 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.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 FAMIUARIZING 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 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. DESIGN LOADS FENCE WIND LOAD AS PER ASCE 7-16 KD=0.85 WIND VELOCITY AS PER ASCE 7-16 MIAMI-DADE CATEGORY 2 - - - - - - 115 mph AS PER FBC 2020 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. ALL EXPOSED FERROUS METAL PANELS, RAILS AND POSTS TO BE OF FACTORY HOT DIP GALVANIZED AND FACTORY PAINTED WITH ALKALI -RESISTANCE COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS CALCULATIONS PAINT OR WATHER-WHITE MOTHACRYLATE LACQUER r II TYP. FENCE PLAN VIEW SCALE` 3/4"=1'-O" II II II II II II II II II II II II II II � � II II II II II II II � � II II II II II II II � � II I.I II II II II II � � II II II II II II II � � II it II II II II II � � II II II II II II II � � II II II it II II II II II II II II II II 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 d" WELD 1" WELD LENGTH IN 2 OPOSITE SIDES MINIMUM. - PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER PICKET, 2 TOP & 2 BOTTOM) 10-16 KWIK FLEX SCREW by HILTI OR APPROVED EQUAL, OR BY 1/4" PUDDLE WELDS. u �p �.p�� ��pQ� u i 1 r. i fNCE �. ♦ lii11 ._ . 0.0 In accordance with FBC 2020 and ASCE 7-16 -j Wind load Calculation: General Data: Post Design Top and Bottom Design Category: I L (ft): 4 2112x2112x16 gage steel galvanized 2x1x0.071 st galvanized Exposure: C Hpost (ft) 6 A-500 A-500 V (mph): 115.00 Fy (psi) 46000 Mmax. (lb -in) 13997 Mmax. (IbAn) 1166 I: 1.00 A-500 Fb (psi) 27600 Zx (in-3) 0.75 Sx (in^3) 0.086 Kd: 0.85 Fv(psi) 18400 fb (psi) Mmax/Sx fb (psi) Mmax/Sx h (ft): 6 Fy (psi) 36000 fb (psi) 18662 fb (psi) 13562.8 Pd (psf): 1&2 A-36 Fb (psi) 21600 fb (psi)<Fb OK fb (psi)<Fb OK Fv (psi) 14400 Rail to Posts Connection Design Foundation Design (nonconstrained FBC 2020-1807.3.2.1) X Actual Pullout 194.4 P 388.80 Lateral soil bearing 200 Allowable Pullout 200 Using 10-16 Hilti Kwik A 1.44 Footing Diameter (ft) 1.583 POSTS (16 GA) OK Flex Screw d 3.00 For poles 1806.3.4 2 9" :R�l ?:: SCAL&;_1 1 1/0-1 2x1x16 GA GALVANIZED STEEL TUBE RAIL TOP MEMBER 24 GA (MIN.) GALVANIZED METAL SHEET 2.5x2.5xl6 GA. GALVANIZED STEEL POST `oI SPACED 4'-0" MAX. O.C. 2x1x16 GA GALVANIZED STEEL TUBE RAIL BOT. MEMBER D,A ^_agmal. Eastern t6305)5'"!'3 Srz..'7^ Loral, Fi 33122 Engineering Group E'; Pg. FENCE QUALITY METALS PANE;_S 2022 TYPE OF MISC. SHOP DWGS PROJECT: PROJECT MULTIPLE LOCATIONS LOCATION: 3000 PSI CONCRETE - - 1 QUALITY METAL PK ELS FOOTING 012"x4'-O" DATE: 4/21/22 NO. FESCRIP JCI DATE APrD DEEP OR 019"x3'-O" PM: M.M. DEEP OR 024"x2'-6" DRAWN BY: G.S. DEEP (TYP) DESIGNED BY: M.M. APPLICABLE EXCLUSIVE CHECKEDBY: G.A.P. ONLY FOR SEDIMENTARY JOBNO.: 20-0056 VDD AND FOLIATED ROCK SOILS SCALE: AS SHOWN 012'x2'-9" DEEP (*) COPYRIGHT BESE .: ME CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL (*) SOIL SHALL BE VERIFIED TO BE DIMENSIONS. DO NOT SCALE THE DRAWNG. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO EASTERN ENGINEERING GROUP NITHOUT DELAY. THE COPYRIGHTS TO ALL CONSISTENT WITH THE MENTIONED DESIGNS AND DRAWINGS ARE THE PROPERTY OF EASTERN ENGINEERING GROUP. CHARACTERISTICS. A FLORIDA REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY EASTERN ENGINEERING GROUP IS PROHIBITED - LICENSED ENGINEER SHALL VISUALLY INSPECT AND PROVIDE A CERTIFIED THESE ITEM HAS BEEN DIGITALLY SIGNED AND SEALED B1' GONZALO A PAZ, PE ON THE LETTER ATTESTING SO. DATE ADJACENT TO THE SEALPRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. .,, c 4122/2022 SCALE: 3/4"=l'-O" S = 0.0863 0 0 S=0.124 IN' Max=16.2*6*.5*4*4/8 Mmax=16.2*6*.5*4*4/8 =1 166 #-in =1 166 #-in M Aso=Mn/0 M ASD=Mn/0 , 06 Mn=Fy*S 0 =1.67 2• Mn=Fy*S 0 =1.67 M AsD=2 170 #-in M AsD=2 673 #-in Mmax < M ASD, ALTERNATIVE RAILS 19 GA Mmax < M ASD S=0.48 IN' Z=0.60 1W Z=0.0065 IN' 0.06 Mmax=16.2*4*6*6/2 Mmax=16.2*(6.125/12)*3.33*3.33*0.125*12 =13 997 #-in =135 #-in M Aso=Mn/0 M AsD=Mn 0 � 2• � Mn=Fy*Z , 0 =1.67 Mn=FY*Z , 0 =1.67 M ASD=16 530 #-in M Aso=140 #-in RAILS (16 GA) Mmax < M ASD Mmax < M ASD ❑ ALTERNATIVE POSTS (16 GA) PICKETS (30 GA) MINIMUM A. PAZ, PE CERTIFICATE OF AUTHORIZATION No.26 SD-1 c/ QUALITY METAL PANELS 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2020. 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. 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 EXTRA MATERIALS & 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. DESING LOADS FENCE WIND LOAD AS PER ASCE 7-16 KD=0.85 WIND VELOCITY AS PER ASCE 7-16 MIAMI-DADE CATEGORY 2 ------ 115 mph AS PER FBC 2020 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 ASTM GRADE Fy STEEL SHEETS A36 ----- 36 KSI STRUCTURAL TUBING A500 B 46 KSI 3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED. 4. ALL EXPOSED FERROUS METAL PANELS, RAILS AND POSTS TO BE OF FACTORY HOT DIP GALVANIZED AND FACTORY PAINTED WITH ALKALI -RESISTANCE COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS PAINT OR WATHER-WHITE MOTHACRYLATE LACQUER In accordance with FBC MO and ASCE 7-16, Wind Speed from FBC 2020, Chapter 16, Section 1616 2.1 v=115 mph NEXT POST FENCE TO BE AT NO MORE THAN 4' 2x1x16 GA. GALVANIZED STEEL FRAME GATE (TYP) LI GALVANIZED STEEL POST 2-1/2"x2-1/ 2"x16 GA 24 GA. (MIN.) GALVANIZED METAL SHEET DURA FENCE co I ih 2x1x16 GA. GALVANIZED STEEL FRAME GATE (TYP) HINGES TO RESIST 180 LBS 2x1x16 GA. GALVANIZED STEEL FRAME GATE (TYP) - PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER PICKET, 2 TOP & 2 BOTTOM) 10-16 KWIK FLEX SCREW by HILT] OR APPROVED EQUAL NEXT POST FENCE TO 3'-0"/4'-0" MAX. BE AT NO MORE THAN 4' r-4�F II i LOCK HARDWARE II BY OTHERS I X w x N IL II 00 U_ Low I %n c� v - ALL GATE FRAMES TO Y BE CONNECTED BY ALL AROUND FILLET WELD. WP. SINGLE GATE ff". VIEW SCALE: 3/4"=1 '-O" 3'-0"/4'-0" MAX. T1 3 KSI CONC. FOOTING 012"x4'-O" DEEP OR 019"x3'-O" DEEP OR 02ex2'-6" DEEP OP) /I I012"x2'-9" (*) 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. GALVANIZED STEEL POST 2-1/2"ZED STEELPOST GA T T �+p ��T 5=0.124 IN' SINGLE GATE PLAN. Mmax=2 608 #-in Wind load Calculation: General Data: DL(psf) 5 Top and Bottom Design V (mph): 115.00 Fence Span(ft): 4 Gate Span(ft): 4 (Gate Span = Gate Leaf, not opening) 2x1x0.071 st galvanized Exposure: C Hpost (ft) 6 Post Design A-500 Gust factor 0.85 Fy (psi) 46000 Steel galvanized A-500 Mmax. (lb -in) 2608 Cf: 1.30 A-500 fb (psi) 27545 Section Mwind MDT. Mmax. (Ib4n) Z,T (inA3) fb (psi) Sx (in^3) 0.124 Kd: 0.85 Fv (psi) 18400 12.5x2.5x16Ga : 14012 2880 14305 0.58 24663.7 fb (psi) Mmax/Sx 6.00 Fy (psi) 36000 1.16.00 fb (psi) 21029.6 Kz: 6.85 A-36 Fb (psi) 2 fb (psi)<Fb OK fb tpsi)<Fb OK Qz (psf)• 16.2 Fv (psi) 14400 Rail to Posts Connection Design Foundation Design fnonconstrained FBC 2020-1807.3.2.11 (2020 -1806 2) Actual Pullout 32 P........._ 583.83 Lateral soil bearing 200 Allowable Pullou 200 Using 10-16 Hilb Kwik 'A 2.16 Footing Diameter (ft) 1.58333 OK Flex Screw d (Depth) 3.95 For poles 1806.3 2 0.0 t S=0.47 IM Z=0.58 IM Mmax=14 305 #-in M ASD=Mn/0 , Mn =Fy*Z D =1.67 M ASD=16 000 #-in Mmax < M ASD ruala kio um) S=0.48 IN' Z=0.60 IN' Mmax=14 305 #-in N M AsD=Mn/0 , Mn=Fy*Z , 0 =1.67 N M ASD=16 530 #-in Mmax < M ASD 2 1/2- ALTERNATIVE POSTS (16 GA) M Aso=Mn/0 , SCALE: 3/4"=1'-O" Mn=Fy*S , 0 =1.67 M Aso=2 673 #-in Z=0.0065 Mmax < M ASD Whax=16.2*(6.125/12)*3.33*3.33*0.125*12 006 U, =135 #-in M Am=Mn/D , Mn=Fy*Z , 0 =1.67 M AsD=140 #-in Mmax < M Aso IF ti o RAILS (16 GA) PICKETS (30 GA) MINIMUM 0-awarka. Eastern A401.`.VB2n ArHlt:t Sid. 30 0o !, PL 75122 Engineering Group QUk ITY, MFTALS PANELS 2022 SINGLE SWING Gt.TE TYPEOF MISC. SHOP DWGS, PROJECT: PROJECT MULTIPLE LOCATIONS C LOCATION: CLIENT: QUALITY METAL PASTELS r f C `--`- r � DATE: 4/21/22 NO. C �ESCRIPr16,4 �DgTFT, C eP�'0 1 - PM: M.M. DRAWN BY: as. I, T L DESIGNEDBY: M.M. CHECKED BY: G.A.P. JOBNO.: 20-0056 VOO SCALE: AS SHOWN COPYRIGHT RESERVED: THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. 00 NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO EASTERN ENGINEERING GROUP WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF EASTERN ENGINEERING GROUP. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY EASTERN ENGINEERING GROUP IS PROHIBITED. THESE ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY GONZALO A PAZ, PE ON THE DATE ADIACENT TO THE SEAL.PRINIED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VEPoFlED ON ANY ELECTRONIC COPIES. OA"E: 4/22/2022 A. PAZ. PE AUTHORIZATION No.26655 SD-2 NEXT POST FENCE TO BE AT NO MORE THAN 4' QUALITY METAL PANELS2006 GA. GALVANIZ D STEEL FRAME GATE (TYP) 1. ALL WOv� R, KSCH'A�LL CONFORM OR FLORIDA BUILDING CODE 2020. GALVANIZED STEEL POST 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING 2-1/2"x2-1/ JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY 2"x14 GA BROUGHT TO THE ATTENTION OF THE ENGINEER. 24 GA. (MIN.) 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL GALVANIZED UNDER- GROUND FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH METAL SHEET EXTREME CAUTION AT ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE FENCE 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. HINGES TO 5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK RESIST SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 180 LEIS 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 2x1x16 GA. 7. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED GALVANIZED STEEL FRAME WITHIN 24 HOURS PRIOR TO INSPECTION. GATE (TYP) 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. \\j 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 1 AND PROCEDURES TO BE USED. N 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 SUPPLIED BY THE CLIENT. 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. 3 KSI CONC. FOOTING 15. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR 019"x4'-O' DEEP OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER. 024"x3'-9' DEEP OR 030'x3'-4" DEEP OR DESING LOADS FENCE WIND LOAD AS PER ASCE 7-16 KD=0.85 WIND VELOCITY AS PER ASCE 7-16 MIAMI-DADE CATEGORY 2 ------ 115 mph AS PER FBC 2020 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 ASTM GRADE Fy STEEL SHEETS A36 ----- 36 KSI STRUCTURAL TUBING A500 B 46 KSI 3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED. 4. ALL EXPOSED FERROUS METAL PANELS, RAILS AND POSTS TO BE OF FACTORY HOT DIP GALVANIZED AND FACTORY PAINTED WITH ALKALI -RESISTANCE COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS PAINT OR WATHER-WHITE MOTHACRYLATE LACQUER In accordance with FBC 2020 and ASCE 7-16, Wind Speed from FBC 2020, Chapter 16, Section 1616.2.1 v=115 mph Wind load Calculation: General Data: DL(psf): 5 V (mph): 115.00 Fence Span(ft): 4 Gate Span(ft): 5 Exposure: C Hpost (ft) 6 Post Design Gust Factor 0.85 Fy (psi) 46000 Steel galvanized A500 Cf. 1.30 A-500 Fb (psi) 27545 Section MWlnd Kd: 0.85 Fv (psi) 18400 2.5x2.5xl4Ga 15764 h (ft): 6.00 Fy (psi) 36000 Kz: 0.85 A-36 Fb (psi) 21600 fb (psi)<Fb OK qz (psf): 16.2 Fv (psi) 14400 036'x3'-0" DEEP (TYP.) 2xtxl6 GA. - GALVANIZED STEEL FRAME GATE (TYP.) Top and Bottom Design (Gate Span = Gate Leaf, not opening) 2x1x0.071 st galvanized A-500 Mmax. (lb -in) 4074 MDR Mmax (lb4n) Zx (inA3) fb (psi) Zx (inA3) 0.155 4500 16393 0.71 23089.1 fb (psi) Mmax/Sy fb (psi) 26287 fb (psi)<Fb OK Rail to Posts Connection Design Foundation Design (nonconstrained FBC 2020-1807.3.2.1) Actual Pullout 32 P 583.83 Allowable Pullou 200 Using 10-16 Hilti KMk A 2.16 OK Flex Screw d (Depth) 3.95 (2020-1806.2) Lateral soil bearing 200 Footing Diameter (ft) 1.58333 For poles 1806.3 2 2x1x16 GA. GALVANIZED STEEL FRAME GATE (TYP) -0" jllj-I LOCK HARDWARE BYOTHERS r- 7/8' DIAM, SOLID BAR CANE BARS GATE CONNECTIONS PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER PICKET, 2 TOP & 2 BOTTOM) 10-16 KWIK FLEX SCREW by HILTI OR APPROVED EQUAL ALL GATE FRAMES TO BE CONNECTED WITH 1/B" FILLET WELD ALL AROUND. j Yam• MVKE GATE E•"• •] 3 KSI CONC. FOOTING S019"x4'-O' DEEP OR SCALE: 1/2"=1'-0" 024"x3'-9" DEEP OR 030"x3'-4" DEEP OR 036"x3'-0" DEEP (TYP.) l ir. DOUBL.F. GATE FILM. VW SCALE: 1 /2"=l'-O" e S=0.124 IN' Z=0.155 IM Mmax=4 074 #-in M ASD=Mn/0 , S=0.57 IM Z=0.71 IN' Mn=Fy*Z , Q =1.67 Mmax=16 393 #-in M ASD=4 269 #-in M ASD=Mn/D , Mmax < M ASD Mn =Fy*Z , 0 =1.67 0.0 M ASD=19 550 #-in T Mmax < M ASD L L 2' L L Or POSTS (14 GA) RAILS (16 GA) NEXT POST FENCE TO BE AT NO MORE THIN 4' (*) SOIL SHALL BE VERIFIED TO BE CONSISTENT WITH THE MENTIONED CHARACTERISTICS. A FLORIDA UCENSD ENGINEER SHALL VISUALLY INSPECT AND PROVIDE A CERTIFIED LETTER Eastern 34J1.Vi; 2rd ci:,,,: St.. 370 D.W FL 33'22 Engineering Graup QUA[, ITY, RQFTALSPANSI S 2022 I , ( I : DOUBLE SWING CAT& , 'PE OF I MISC. SHOP DWGST_,- IOJECT: APPLICABLE PROJECT MULTIPLE LDCAn01'3( i CEXCLUSIVE ` ONLY FOR LOCATION:SEDIMENTARY C AND CLIENT: I DUALITY METAL PASTELS FOUATED ROCK SOILS DATE: 4/21/22 NO. LESCRA'ON DATE C M"C 012"x2'-9' DEEP * PM: M.M. DRAWNBY: G.S. DESIGNED BY: M.M. CHECKEDRY: G.A.P. JOBNO.: 20-0056 VOO SCALE: AS SHOWN COPYRIGHT RESERVED: THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO EASTERN ENGINEERING GROUP WTHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF EASTERN ENGINEERING GROUP. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY EASTERN ENGINEERING GROUP 15 PROHIBITED. THESE ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY GONZALO A PAZ. PE ON THE GALVANIZED 24 GA. (MIN.) DATE ADJACENT TO THE SEAL.PRINIED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED STEEL POST GALVANIZED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 21"x2j'x16 GA METAL SHEET 412212022 FENCE Z=0.0065 IM Mmax=16.2*(6.125/12)*3.33*3.33*0.125*12 =135 #-in M ASD=Mn/R , Mn=Fy*Z , 4 =1.67 M AsD=140 #-in T' Mmax < M ASD PICKETS (30 GA) MINIMUM ❑ GON 0 A. PAZ, PE ( No-60134) CERTIFICATE OF AUTHORIZATION No. SD-3