Loading...
FW-18-2496Permit No.: FW-9-18-2496 Miami Shores Village D GDiJAL, Permit Type: Fence/Wall 10050 NE 2 Ave Miami Shores FL 33138 — Work Classification: Ornamental/Metal 305-795-2204UIPermit Status: Approved Issue Date: 10/17/2018 Expiration: 03/18/2019 Location Address Parcel Number Project 360 NW 112 TER, Miami Shores, FL 33168-3300 1121360010220 <NONE> , Contacts JO ANNE CASH Owner JO ANNE CASH Applicant 360 NW 112 TER, MIAMI SHORES, FL 331683300 360 NW 112 TER, MIAMI SHORES, FL 331683300 HOME OWNER Contractor HOME OWNER Inspection Requests: Description: METAL FENCE 6' HIGHT Valuation: $ 5,711.25 305-762-4949 WHITE METAL FENCE Total Sq Feet: 200.00 Fees Amount Application Fee - Other $50.00 CCF $3.60 DBPR Fee $3.42 DCA Fee $2.28 Education Surcharge $1.20 P&Z Review Fee $35.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $5.70 Wire and Wood Fence Fee $178.00 Total: $333.20 Building Department Copy Payments Date Paid Amt Paid Total Fees $333.20 Deposit 10/17/2018 $S0.00 Credit Card 10/17/2018 $283.20 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. -y#— i —M btK/yI \JLd TT"V\ r\ -- �r \ Signature: Owner / Applicant / Contractor / Agent Date October 17, 2018 Page 2 of 2 y Miami Shores Village �`F �$ SEP 1 2 Building Department BY: 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 200 (0 BUILDING Master Permit No. taw PERMIT APPLICATION Sub Permit No. ❑ BUILDING ❑ ELECTRIC Ej ROOFING ❑ REVISION EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS [:]CHANGE OF CANCELLATION SHOP CONTRACTOR �J� DRAWINGS JOB ADDRESS: 2y N W ` hY,\ -fQ� & aw r �YI ( o (pjy City: Miami Shores County: Miami Dade zip: 3 3 Folio/Parcel#: " �,� V (� ©aZ v1� Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): t .�Y^o rAQ_ S`t'fJ i31('� Phone#: / 06 _a 85' I23� Address: l0o IV k)_ City: 1 r 1 A YM �.t�Lp fQ.S State: 1— L• Zip: Tenant/Lessee Name: Email Phone#: CONTRACTOR: Company Name: 14t) m.P 'ow A'eX Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: It it` ' • State: Zip: Value of Work for this Permit: $ s2 C /Linear Fo age of Work: �L Type of Work: ❑ Addition ❑ Alteration �•.el� .iraa"�.�J+. .� -w �. g ❑ , ❑Repair/Replace f Demolition New Description of Work: MQy—ei11L1 Q, !, rr Specify color of color thru tile: r',i) Submittal Fee $ �-cc0, u Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Lo E:A.M a n Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) 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. Signatur OWLA, NER or AGENT The foregoing instrument was acknowledged before me this �yhday of J c�t W�_ b, ,L , 20 (� by ho is personally known o 0 Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of 20 by , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. k NOTARY PUB NOTARY PUBLIC: ��``�'Y P ��•i 4�ap J. fLOYO -Stab of FIorIOa j Sign: # FF 927455 Sign: r ��446 t17.2019 Pri Print: t�vo�a " Notaly PuD:ic Sta e Se • ' Seal: Commission 8 FF 921455 Frpires Oct '..' 2019 p "Jahmal N,,; i q Assn APPROVED BY 1 � Plans Examiner Zoning Structural Reviews Clerk (Revised02/24/2014) (�'��(,�Ig Pu&,c �o&( Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THF PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-001-0220 Property Address: 360 NW 112 TER Miami Shores, FL 33168-3300 Owner JO ANNE M CASH Mailing Address 360 NW 112 TERR MIAMI, FL 33168-3300 PA Primary Zone 0700 SGL FAMILY - 1551-1700 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area _....._....._..._._ 1,451 Sq.Ft Living Area 1,376 Sq.Ft Adjusted Area 1,401 Sq.Ft Lot Size 7,500 Sq.Ft Year Built 1955 Assessment Information Year 2018 2017 2016 Land Value $161,028 $1 11,028 $134,829 Building Value $97,510 $97,510' $97,510 XF Value $3,467 $3,502 $3,537 Market Value $262,005 $262,040 $235,876 Assessed Value $85,960 $84,192, $82,461 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment Cap Reduction $176,045 $177,848 $153,415 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description NEW MIAMI SHORES ESTS PB 51-80 LOT 6 BLK 2 LOT SIZE 75.000 X 100 OR 13904-2566 1188 5 Generated On : 9/18/2018 Taxable Value Information 2018: 2017' 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $35,960 $34,192 $32,461 School Board Exemption Value $25,000 $25,000 $25,000 _................._ Taxable Value $60,960 ._................. _.... $59,192 $57,461 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $35,960 $34,192 $32,461 Regional Exemption Value _.. ............._.._........ ........................._................................................_.............__...._ Taxable Value . $50,000 $50,000 .. $35.9601 $34,192 $50,000 ............................... $32,461 Sales Information Previous OR Book - Price Qualification Description Sale Page 13904- Sales which are disqualified as a result of 11/01/1988 $0 2566 examination of the deed 11807- 06/01/1983 $58,000 Sales which are qualified 1720 06/01/1980 $60,000 �......... ... .. ......... _ _._..... (Sales which are qualified 11797 I 3 The Office of the Property Appraiser is continually editing and updating the tax roll. This website 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 9/18/2018 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial at,-- 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed cont actor 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 —b", 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, 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 nternal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.htmi Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and under Pnd,at I am the party legally and financially responsible for the proposed construction activity at the following address: � 3bo NW 112 err Miami S[f-u TL 313169 Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any o the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a perso ho 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 worker's compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 19t4i day of S ?V , 20 18 By Y1nC r� J1't�Ar who was personally known to me or who has as identification. � �v v • YANADYPRIETO *; MY COMMISSION # FF 214031 f ;;ov.; EXPIRES: March 25, 2019 8� hti Notary pubL: Undem=,&.; ARY — Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 11 y� OWNER �BUILDER DISCLOSURE STATEMENT A NAME:`-J C' ` n A' Ca-*- �` _1,kOL'"f— DATE: L I l I ( ADDRESS: J U D Al Al I I a`` TW A &AL , M "A /1 4' S)U re,3 f R— 33/ (!7',9 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he Vshe is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I underPdthat may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbui ng. 1 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. 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise pers s 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 _)U�_� t QUALITY METAL PANELS Goama MW 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2017. 2. lT 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. DESIGN LOADS FENCE WIND LOAD AS PER ASCE 7-10 KD=0.85 WIND VELOCITY AS PER ASCE 7-10 MIAMI-DADE CATEGORY 2 ------ 115 mph AS PER FBC 2017 SECTION 1616.2.1 CALCULATIONS In accordance with FBC 2017 and ASCE 7- 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 STRUCT,iRAL 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 Category: 1 L (ft): 4 Exposure:-C Hpost (ft) 6 LV (mph): 115.00 'Fy (psi) 146000 A-50Q Fb (psi) 27600 FFV (psi) 1 4406 I. 1.00 �Kd I 0.85 th (ft) 6 1Fy (psi) i 36000 Pd (w V A-36 ! Fb (osil ` 21600 ial Pullout 194.41 ,wable Pullout 200 Using 10-16 Hilti �OK Flex Screw b (psi) I Mmax/Sx b (psi) 18662 b (ps0<F6 OK P a Top and Bottom Design A-500 Mmax_ (Ib in) _ 1166 Sx (in"3) 0.086 _,.I L- ffi (psi) .Mmax%Sx. ,fb (psi) 13562.8 __ ;- fb (psi)<Fb _1 I -- Lateral soil bearinal 200 SCALE: 3/4"=1'-0" 4'-0" MAX II II II II II II II 2x1x16 GA GALVANIZED II�� II II II II II II II II II��II RAIL EOPBE i I I MEMBER " - - - - - - 24 GA (MIN.) GALVANIZED • METAL SHEET* • II � � II II II II II II II II II � � II •••••• (� 2.5x2.5x1 8,C�f�, • GALVANIZED*,b RC14 POST • • • • I I I I I I PAC�y p.C: to S'-�E 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 II II II 2x1x16 GA••••• GALVANIZED RAILS BOT.BE �- - - - - - - -� MEMBER Cli �II�� II II II II II II II II II��II M ' II � II II II II II II II II II��II II I I II II II II II II II II II I I II \/ FENCE CONNECTIONS: 3000 PSI CONCRETE - RAIL TO POSTS TO BE CONNECTED WITH (2) 10-16 FOOTING 012"x4'-O" KWIK FLEX SCREW by HILT] OR APPROVED EQUAL ACCESS I I DEEP OR 019"x3'-O" HOLE AT RAILS TO BE PROVIDED FOR CONNECTION, OR DEEP OR 024"x2'-6" BE 'J" WELD 1" WELD LENGTH IN 2 OPOSITE SIDES DEEP TYP MINIMUM. APPLICABLE EXn-USN - PICKETS TO BE CONNECTED TO TOP AND BOTTOM AME RAILS WITH (4 PER PICKET, 2 TOP & 2 BOTTOM) 10- 1S AND FOLIATED ROCK KWIK FLEX SCREW by HILTI OR APPROVED EQUAL,_0R_VY _SOILS U 1/4" PUDDLE WELDS. �I ` 29" DEEP .-3 1R.�CeVi "J TYP. FE IM El". VW, P R OVEI - DATE_7I1*1 SCALE: 3/4"=1'-O" O.OE W S=0.124 IN' S = 0.0863 IM 0.06 jl Mmax=16.2*6*.5*4*4/8 Mmax=16.2*6*.5*4*4/8 I =1 166 #-in =1 166 #-in M ASD=Mn/0 , M ASD=Mn/0 , S=0.47 IM S=0.48 IN' Z=0.58 IM Mn=Fy*S 0 =1.67 Mn=Fy*S , 0 =1.67 Z=0.60 IM 2 Mmax=16.2*4*6*6 / M ASD=2 673 #-in M AsD=16 167 #-in Mmax=16.2*4*6*6/2 _-13 997 #-in Mmax < M ASD Mmax < M ASD N -13 997 #-in M AsD=Mn/0 o os- M AsD=Mn/0 , a Mn=Fy*Z , 0 =1.67 a Mn=Fy*Z , 0 =1.67 M AsD=16 000 #-in M AsD=16 530 #-in Mmax < M ASD EE L 22' �2�" Mmax < M ASD L 22 2 1 /2" j o� fill •4 4' �I p Co co•••�• Q. W • Z=0.0074 IN' Mmax=16.2*(6.125/12)*3.33*3.33*0.125*12 ` =135 #-in M ASD=Mn/0 , r� Mn=Fy■Z 0=1.67g, M ASD=160 #-in ❑ R. L Mmax < M ASD / )_ r• L 6 d"-� For poles 1806.3.4 2 -. _.POSTS (16 GA),__ RAILS (16 GA) ALTERNATIVE ALTERNATIVE POSTS---. . -.. PICKETS (27 GA) -- RAILS (19 GA) (16 GA) ^_1 / 9/2011 i 132 I =`� D - 1 QUALITY METAL PANELS CENwabom 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. 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. DESIGN LOADS FENCE WIND LOAD AS PER ASCE 7-10 KD=0.85 WIND VELOCITY AS PER ASCE 7-10 MIAMI-DADE CATEGORY 2 ------ 115 mph AS PER FBC 2017 SECTION 1616.2.1 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 ASCE_7-10, _ Wind Speed from FBC 2017, Chapter 16, Section 1616.2.1 v-115 mph V (mph): 115.01 Exposure: C Gu_st Factor _ { 0.85 Cf: 1 1.30 h (ft): 1 6.00 QZ,(pFsf): , 1 16.2 Rail to Posts Connection Actual Pullout t-500'Fb� 127545 IFv (psi) 118400 iFy (psi)-136000 A-36 Fb (psi) j 21600 Tv (psi) i 14400 ign Jsing 10-16 Hiiti Kwik slex-Screw To a not opening)_ j 2x-W i A-500 Mwi"a Moc M,,,,". (Ib m) Z, (in"3)fb (psi)' Sx (in" 14012 1 2880 1 14305 1 0 58" 24663.71 fb (psi 12. Lateral soil bear Footing Diameter For poles 88( NEXT POST FENCE TO BE AT NO MORE THAN 4' 2x1x16 GA. GALVANIZED STEEL FRAME GATE (TYIP) i GALVANIZED STEEL POST 2-1/274-1/2"x16GA 24 GA. (MIN.) GALV METAL SHEET DURA FENCE 2x1x16 GA. GALVANIZED STEEL FRAME GATE MID) HINGES TO RESIST 180 LBS 2x1x16 GA. GALVANIZED STEEL FRAME GATE i (NP) 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 3'-0"/4'-0" MAX SCALE: 3/4"=1'-0" 3'-0" /4'-0" MAX NEXT POST FENCE TO BE AT NO MORE THAN 4' 1ni ff -1 • 3 KSI CON . FCOT14G 012'x4'-0" DEEP OR 019"x3'-0 *e DEV OR 024'x2'-6" DEEP ") - ALL GATE FRAMES TO BE CONNECTED BY ALL AROUND FILLET WELD. GALVANIZED r� �r� � r�+p ��T , J 'v L_ R E �` 2 11/2'�1/2"x16GA i ir. 1a114�TM GATE rJ.Ll1\. /� � `j1%/1'lY AP RG JEQ SCALE: 3/4"=1'-0" Design 0.0 S=0.124 IN' Z=0.0074 IN' vanized' II Mmax=2 608 #-in Mmax=16.2*(6.125/12)*2.42*2.42*0.125*12 M Aso=Mn/fT , =72 #-in 2608 S=0.47 IN' Mn=Fy*S 0 =1.67 S=0.48 IN' M Aso=Mn/ft , 0.124 i - - - Z=0.58 IN' M ASD=2 673 #-in Z=0.60- IM _Mn=Fy!Z_ ,_ Q =1.67 Mmax < M ASD M AsD=160 #-in Amax/Sz Mmax=14 305 #-in Mmax=14 305 #-in 21029.E M ASD=Mn/R Mmax < M ASD N M ASD=Mn/R , e Mn =FyZ D =1.6 ,U Mn=Fy*Z , 0 =1.67 -mmOK - M ASD=16 000 #-in a M ASD=16 530 #-in Mmax < M ASD Mmax < M ASD m_ 200 6 1�58333 _--. 1132 CL Z) ON N vl c v � � `n o mry W Zi Ww•L z•w • o ti z c • • I i,9/zoia � SDi-.2 g QUALITY 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 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. B. 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. 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: NEXT POST FENCE TO NEXT POST FENCE TO BE AT NO MORE THAN 4' 10'-0• MAX BE AT NO MORE THAN 4' 2x1x16 GA. 2006 GA. GALVANIZED STEEL GALVANIZED STEEL 1 FRAME GATE (TYP) FRAME GATE (TYP) - - - I II I II I II II � I � I II II II II II GALVANIZED II II L K II II II II i z21 DW Ei/2s/2" x14GA II II I w II II II II II II II a 24 GA. (MIN.) - - - - JI- •I - )F GALVANIZED METAL .I _ _ _ _7 In + SHEET FENCE , r W -IOpt2C • • • • II II I II II II II � I � I II I II II II � a ' .� : .••. I II I II II I I � I � I II I I II II •b• •••• HINGES • • «. • • TO RESIST • • • • 180 LBS • • • • • • I I I I. I I I I I I � � � I I I I I I I I •' • • • •• ••• 2x1x16 GA - - - - - - - • •••• • GALVANIZED 77, STEEL FRAME \�/ yj\� < U 7/NBSESOLID BAR /%\//'� • i , • • GATE (TYP) • • • 3 R91 CONC. FOOTM6 019'x4'-0' GATE CONNECTIONS DEEP •QI; , •1 PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER 024'x3'-9" DEEP OR PICKET, 2 TOP do 2 BOTTOM) 10-16 KWIK FLEX SCREW by HILT! OR 030"x3'-4" DEEP APPROVED EQUAL OR 036"x3'-O" DEEP • ALL GATE FRAMES TO BE CONNECTED WITH 1/8' FILLET WELD ALL (TYP) AROUND. M ME NLY FOR SEDIMENTARY AND M DOME CAM EUW. -W 012"x2'-9" DEEP 3 KSI CONC. FOOTING SCALE: 1/2'=1'-O" GALVANIZED 019"x4'-O" DEEP OR STEEL POST 024"x3'-9" DEEP OR 2j•x2}•x14GA 03O'x3'-4' DEEP OR 036'x3'-0" DEEP (TYP) FENCE TYPE ASTM GRADE Fy / �� TW ���, CM �R `W STEEL SHEETS A36 ----- 36 KSI 2xlx16 GA. -! WIND LOAD AS PER ASCE 7-10 ) STRUCTURAL TUBING A500 B 46 KSI GALVANIZED KD=0.85 STEEL FRAME SCALE: 11/2 =�1'=0� RIA �I I �/ GALVANIZED jMETAL WIND VELOCITY AS PER ASCE 7-10 3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED. GATE (TYP) N MLAMI-DADE CATEGORY 2 ------ 115 mph 4. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH :, 'v=v--- -SAT CONCRETE WITH ALKALI -RESISTANCE COATINGS, SUCH AS AS PER FBC 2017 SECTION 1616.2.1 HEAVY -BODIED BITUMINOUS PAINT OR WATHER-WHITE MOTHACRYLATE - �- �--- M-- LACQUER CALCULATIONS In accordance with FBC 2017 and ASCE 7-10, 9.0 S=0.124 IN' Z=0.0074 IM *2.42*2.42•0.125*12 *' II Z=0.155 INMmax=16.26.125 12 Wind Speed from FBC 2017, Chapter 16, Section 1616.2.1 v=115 mph ( / ) Wind load Calculation: General Data: DL(pst): 5 Top and Bottom Design Mmax=4 074 #-in .. =72 #-in V(mph): 115.00 Fence S an ft : 4 Gate S an ft : 5 Gate Span = Gate Leaf, not opening) 2xlxO.071 st galvanized M ASD=Mn n M ASD=Mn n 1 P (1 P l l ( P pe 9) S=0.57 IN' / / 1 �8 Exposure: C Hpost (ft) 6 Post Design A-500 Z=0.71 IM Mn=Fy*Z II =1.67 Mn=Fy*Z 0 =1.67 =A. Gust Factor 0.85 Fy (psi) 46000 Steel galvanized A-500 Mmax. (lb -in) 4074 Mmax=16 393 #-in M Aso=4 269 #-in M ASD=160 #-in Cf: 1.30 A-500 Fb (psi) 27545 Section MvAnd MDL M... (lb -in) M AsD=Mn/0 Mmax < M AM Mmax < M Aso PE � ( ) Z, (in"3) fb (psi) Zx (in"3) 0.155 i Mn =F *Z R =1.6 0.06 Kd: 0.85 Fv (psi) 18400 2.5x2.5x14Ga 15764 4500 16393 0.71 23089.1 fb (psi) Mmax/Sx Y I� h (ft): 6.00 FY (P�) 36000 fb (Psi) 26287 M ASD=19 550 #-in 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 I, 6 Rail to Posts Connection Design Foundation Design (nonconstrained FBC 2017-1807.3.2.1) (2017-1806.2) Actual Pullout 32 P 583.83 Lateral soil bearing 200 L 2 4 2' L 1/9/20i8 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 POSTS 14 GA) RAILS (16 GA) PICKETS 1­ (27 GA) 1132 ��� GRAPHIC SCALE 20' 10, 0 10, 20' IN FEET) I INCH = 20 FT. LEGAL DESCRIPTION: LOT G, BLOCK 2, OF "NEW MIAMI SHORES ESTATES" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 5 1, AT PAGE 60, OF THE PUBLIC RECORDS Of MIAMI-DADE COUNTY, FLORIDA. PROPERTY ADDRESS: FOLIO NO. II-213G-001-0220 3GO NW 1 12 TERRACE MIAMI, PL 331 G8 AREA OF PROPERTY: 7,500 SQUARE FEET AND/OR 0. 172 ACRES MORE OR LESS. CERTIFIED TO: THIS BOUNDARY SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAME HEREON. THE CERTIFICATIONS DO NOT EXTEND TO ANY UNNAMED PARTIES. - JEROME STUART SURVEYOR'S NOTES: M/ APB OF Bj)�OUNDARYUJ�1R[)VEY LOCAT/ON MAP 2.iJ PJ \ J �r- Solo) I N•r—I \ —I � � 8 �J J �.i` E � SLYING AND BEING IIN M AMI-DADE COUNTY FLORIDAT 50PUBUC RIGHT OF WAY N.W. 1 1 2TH TERRACE_ _ 20' A5PHALT PAVEMENT BLOCK CORNER LOT I; BLOCK 2 P.B. 5 1; PG. 80 401 .92' in N IO'PARKWAY n N '75.❑❑I' 5' SIDEWALK .•.; �J-------------FOUND--- �S. ---- 3' �� 2 FOUND Z" PIPE S PIPE RON SIRON S„ (NO ID.) (NO ID.) -DRIVEWAY ' 0.4 2. 15' 12.00' O I WEST N 1� 5.G5' z— N � 35.05' 7.50' ❑ 1.) THE ABOVE CAPTIONED PROPERTY WAS SURVEYED AND DESCRIBED BASED ON THE ABOVE LEGAL DESCRIPTION: PROVIDED BY CLIENT. 2.) THIS CERTIFICATION 15 ONLY FOR THE LANDS AS DESCRIBED. IT 15 NOT A CERTIFICATION OF TITLE, ZONING, EASEMENTS, OR FREEDOM OF ENCUMBRANCES. ABSTRACT NOT REVIEWED. 3.) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THI5 BOUNDARY SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF HI5 COUNTY, EXAMINATION OF ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY AFFECTING THIS PROPERTY. 4.) ACCURACY: THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN FLORIDA MINIMUM TECHNICAL STANDARDS (5J- 17.51 PAC), IS 'RESIDENTIAL -.THE MINIMUM RELATIVE D15TANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY 15 1 FOOT IN 7,500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. 5.) FOUNDATIONS AND/OR FOOTINGS THAT MAY CROSS BEYOND THE BOUNDARY LINES OF THE PARCEL HEREIN DESCRIBED ARE NOT SHOWN. G.) TYPE OF SURVEY: BOUNDARY SURVEY 7.) ELEVATIONS SHOWN HEREON ARE BASED ON TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D.29) 8.) ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD k.3. FOOT 9.) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DE51GN WORK ON THE HEREIN DESCRIBED PARCEL FOR BUILDING AND ZONING INFORMATION. IQ.) UNDERGROUND UTILITIES ARE NOT DEPICTED HEREON, CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK OR CONSTRUCTION ON THE PROPERTY HEREIN DESCRIBED. SURVEYOR SHALL BE NOTIFIED AS TO ANY DEVIATION FROM UTILITIES SHOWN HEREON. 1 1.) ENCUMBRANCES NOT SHOWN ON THE PLAT. 12.) THE WRITTEN CONSENT OF LANDMARK SURVEYING t ASSOCIATES, INC. UNDERGROUND PORTIONS OF FOOTING, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. 13.) ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED. 14.) WALL TIES ARE TO THE FACE OF THE WALL. 15,) FENCE OWNERSHIP NOT DETERMINED. I G.) BEARINGS REFERENCED TO LINE NOTED AS B.R. 17.) BOUNDARY SURVEY MEANS A DRAWING AND/OR GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD. 1 8.) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. I e.) THE SOURCES OF DATE USED FOR THE PREPARATION OF THIS BOUNDARY SURVEY IS 'NEW MIAMI SHORES ESTATES' RECORDED IN PLAT BOOK 51 , AT PAGE 80. 20.) THIS MAP OF SURVEY 15 INTENDED TO BE DISPLAYED AT A SCALE OF ONE INCH EQUALS 20 FEET OR SMALLER. Y I Y ❑ b Z o n (� 13 d ❑ z p ONE-STORY ❑ _ d M ❑ O r RESIDENCE O 2.00' O M N N ❑ z M No. 3G0 I I 0 r,� ❑m II ❑m Ja I I J11 ti 0.45' 47.05' 7.50' 0.0' �JC 11.3 CONCRETE I I z m i N. ` s� F� `�, �v V �9s O.O' 5.50' DOG CASE v " EAST r p F z - �� 2� I 0.20' r z .0 n? EAST Zz z—z— z —z —z—z —z —z —■ z— }FOUN 75"130' F FOUND ' ( IRON PIPE g 5' A5PHALT I O ALLEY I` OO IRON PIPE j1 (NO ID.) P.B. 51 - PG. 80 - z - (NO ID_) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Fences Guod Sidr tical and horizontal ce shall face the FENCES, WALLS, HEDGES Supporting me' e fence is located INSTALLED ON ALLEY MUST I interior of the pl ;e the adlaln'n ALLOW 40 SQ. FT. FOR IV07-ES: and the t nishel TRASH CANS, TREE TRIMMINGS, ETC. N- I =APO r an abuttir; E ALONG TH EAST BOUNDARY LINE PALLS OUTSIDE THE PROPERTY. 12 (NOT TO SCALE) FW `-... N`W-1127H TER _ L.-I--- Z NW"111TH TER .- �I I 5EP 9 2 18 t r SIJf=VEVtIVr is ASSOOATES, NYG B No_ 7633 PROFESSIONAL SURVEYORS AND MAPPERS 1435 S.W. 87th AVENUE, 5UITE'201' MIAMI, FL 33174 PHONE: (305) 55G-4002 FAX: (305) 55G-4003 WWW. LM5UP VEYI NG.COM EMAIL-LANDMARK5URVEYI NG @ HOTMAIL.COM ABBREVIATIONS ANO LEGEND: A/C =DENOTES AIR CONDITIONING UNIT APPR. =DENOTES APPROXIMATE A5PI1 =DENOTES ASPHALT =DENOTES PROPERTY LINE B.M. =DENOTES BENCH MARK C.B.S. =DENOTES CONCRETE BLOCK STUCCO CONC. =DENOTE5•C"E LIGHT •=DENOT65 ALE =DENOTE9WIK•CW BA51N • • • • • • �=DENOTES CENTERUNE • M• • =DENO 5 M"MENT LINE ♦ ygli,• • •=DENOTES LP,U MAINTENANCE • • EA5EMEfif • • • • • • O,ja =DENOTES DRAINAGE EASEMENT D.H. =DENOTES D LL HOLE • =DENO ME URE :••••: R) IR) • =DENo WRI• • • [RTp =DENO POWER P__O44 • • U.E. ��• • • =DENOTES UTILITY EA5EMEld!• • • •=DENO7ES P6►,bBOOK 00000 �• •=DENOW5 #AGE • .� • =DENOTER 91 ANENT CO►ITRgI• • • VPOINT ec • =DENOTES POINT OF BEGINNING • • •TYP. • =DENOTES TYPICAL • M H W. •• !! =DENO*I!F,* <ANHIGH WAIEK 1&00 0-9-9 =DENCITE5 WOOD FENCE • -&•— •-OENOT49*CVIN LINK FEVt• 609 ^ =DENOTES IROI+FENCE O =DENCIA1 FOUND IRON PIPE (NO ID.) A =DENOTES FOUND NAIL AND DISC ® =DENOTES ASPHALT PAVEMENT ® =DENOTES BRICK 0 =DENOTES CONCRETE PAD ALL BEARINGS AND D15TANCES SHOWN HEREON ARE RECORD AND MEASURED 11 . UNLESS OTHERWISE NOTED. 1 Vy I FLOOD ZONE: _— M'er�l �— BY ELEVATION: DATE COMMUNITY: 7C"HIV— C,-7EPf as ., PANEL: B! DG nFpT (n DATE OF FIRM `: >� 'C F I"0 OC N If'(lrhl c !'� SUFFIX: Wlff� �1=L F ORIGINAL FIELD (� A<f: l C I'N I'f r� .6;d� i%' , /9 �f WORK SURVEY DATE BENCH MARK: J ELEVATION: SURVEYOR'S CERTIF/CATION: I HEREBY CERTIFY TO THE BE5T OF MY X N/A 120G35 1208GCO139 09- 1 1-2009 L 02-23-201 8 N/A N/A KNOWLEDGE AND BELIFF THAr Ih15 "MAP OF BOUNDARY SURVEY" 15 A TRUE AND O DATE DRAWN BY SCALE CORRECT REPRE5ENTATIO?J OF A SURVEY PREPARED UNDER MY DIRECTION. THAT IT MEET5 THE STANDAK-05 OF PRACTICE AS SET FORTH BY THE STATE OF FLORIDA BOARD OF PROFESSIONAL LAr'- RI ORS iN CHAPTER 5J- 17.050 THROUGH 5J-1 7.052 OF 02-28-2015 M.G. 1 "=20' THE FLORIDA ADMI3Nl TRATIVE/CODE AND ITS IMfLEMENTING LAW, PURSUANT TOLL CHAPTER 42.02 . LORIDA STAIrUTE. OREVISION / UPDATE OF SURVEY SIGNED -'-'�� FOR THE FIRM ARTURO MENDIGL'T�' , P.5- . P.S.M. No. 5544-STATE OF FLORIDA Q.N/A DATE DESCRIPTION NOT VALID WITHOUT TdFXIGNATURf q!JC THE ORIGINAL RAISED SEAL OF A FLORIDA WA LICENSED SURVEYO D MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR Q REPORTS BY OTH THAN THE SIGNING PARTYOR PARTIES 15 PROHIBITED WITHOUT JOB NO_ WRITTEN CONS T OF THE SIGNING PARTYOR PARTIES IN A DIGITAL FORMAT NOT VALID WITHOUT AN AUTHENTIC ELECTRONIC SIGNATURE AND AUTHENTICATED 1802-214 ELECTRONIC SEAL. /