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FW-12-20-2810, 230 NE 94th StMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 230 NE 94TH ST, Miami Shores, FL 33138 1132060133630 Contacts WILLIAM ROBERT SMITH Owner ISLAND FENCE OF DADE Contractor 230 NE 94 ST, MIAMI SHORES, FL 331382830 PLACIDO LOPEZ SAME AS ABOVE Business: 3058889090 jonathan@islandfence.com Inspection Re uests: Description: 306 metal slat fence 6 high with single and Valuation: $ 10,800.00 double gate 305-762 499'' Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $6.60 DBPR Fee $4.59 DCA Fee $3.06 Education Surcharge $2.20 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Technology Fee $7.65 Wire and Wood Fence Fee $256.00 Total: $374.10 Applicant Copy Payments Date Paid Amt Paid Total Fees $374.10 Check4 12183 01/05/2021 $324.10 Check# 12146 12/07/2020 $50.00 Amount Due: $0.00 For Inspections, Call (305) 762-4949 or Log on at https://bidg.miamishoresvillage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. January 05, 2021 Page 1 of 2 Location Address Parcel Number 230 NE 94TH ST, Miami Shores, FL 33138 1132060133630 :ontacts WILLIAM ROBERT SMITH Owner ISLAND FENCE OF DADE Contractor 230 NE 94 ST, MIAMI SHORES, FL 331382830 PLACIDO LOPEZ SAME AS ABOVE Business: 3058889090 jonathan@islandfence.com Inspection Re uests: Description: 306' metal slat fence 6' high with single and Valuation: $ 10,800.00 S 4949 14r A double gate Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $6.60 DBPR Fee $4.59 DCA Fee $3.06 Education Surcharge $2.20 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Technology Fee $7.65 Wire and Wood Fence Fee $256.00 Total: $374.10 Payments Date Paid Amt Paid Total Fees $374.10 Check # 12183 01/05/2021 $324.10 Check # 12146 12/07/2020 $50.00 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 wo ill be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named gpntractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor Agent Date l January 05, 2021 Page 2 of 2 - Miami Shores Village fzFx"IPP IVEY Building Department 10050 N.E.2nd Avenue Miami Shores Florida 33138 Y.- Tel: (305) 795-2204 Fax: (305) 756-8972 / �u INSPECTION LINE PHONE NUMBER: (305) 762-4949 �0 1 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING FBC 20' Master Permit No. tom`" -2YI Sub Permit No. ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 230 N.E. 94 St. City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-013-3630 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: fence Flood Zone: BFE: FIFE OWNER: Name (Fee Simple Titleholder): William Robert Smith Phone#:305-972-3986 Address.. 230 N.E. 94 St. City: Miami Shores State: FL Tenant/Lessee Name: Phone#: Email: p: 33138 CONTRACTOR: Company Name: ISLAND FENCE OF DADE Phone#: 305-888-9090 Address: 711 E. OKEECHOBEE ROAD City: HIALEAH State: FL Zip: 33010 Qualifier Name: PLACIDO LOPEZ Phone#: 305-888-9090 State Certification or Registration #: Certificate of Competency #: 98 BS 00247 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ fiL ' god Square/Linear Footage of Work: ' Type of Work: ❑ Addition ❑ Alteration ❑■ New ❑ Repair/Replace ❑ Demolition Description of Work: 306' METAL SLAT FENCE 6' HIGH WITH SINGLE AND DOUBLE GATE Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ -� (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. Signature _ H---r-a Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of / `J�� 20y by �rA�"' Y � v / ,�vho is perso!Rgii—A wn to me or who has produced b C- as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ****************** APPROVED BY _ (Revised02/24/2014) C�y( le"Cc 5 C x w• ..`i<L.PASCAL AL x;;; Et, iSSiOPt 9 GG 153824 '1RES: January 2, 2022 I 1 hru Notary Public Underwiters CONTRACTOR The foregoing instrument was acknowledged before me this day of W J �� 20 _ by PIke e l V who i!�p.p sonally knoo to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ;sY �:. &ELYN L. PASCAL Seal:' MY COMMISSION#GG153824 ':• o -` EXPIRES: January 2, 2022 y�;;oF FLU°P` Bonded Tllnl Notary Public Undenm'lata Plans Examiner ( Zoning Structural Review Clerk 4-1 Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF T:HE PROPERTY APPRAISER .., Summary Report Property Information Folio: 11-3206-013-3630 Property Address: 230 NE 94 ST Miami Shores, FL 33138-2830 Owner WILLIAM ROBERT SMITH III Mailing Address 230 NE 94 ST MIAMI SHORES, FL 33138-2830 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths I Half 2/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,756 Sq.Ft Lot Size 14,596 Sq.Ft Year Built 1951 Assessment Information Year 2020 2019 2018 Land Value $468,532 $437,880 $437,880 Building Value $122,218 $122,218 $122,218 XF Value $31,259 $31,625 $31,992 Market Value $622,009 $591,723 $592,090 Assessed Value $165,890 $162,161 $159,138 Benefits Information Benefit Type 2020 2019 2018 Save Our Homes Assessment $456,119 $429,562 $432,952 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 5 & 6 BLK 27 LOT SIZE 14596 SQ FT OR 16756-1845 0495 1 Generated On : 12/7/ Taxable Value Information 2020 2019 2 County Exemption Value $50,000 $50,000 $50 Taxable Value $115,890 $112,161 $109 School Board Exemption Value $25,000 $25,000 $25. Taxable Value $140,890 $137,161 $134 City Exemption Value $50,000 $50,000 $50 Taxable Value $115,890 $112,161 $109 Regional Exemption Value $50,000 $50,000 $50 Taxable Value $115,890 $112,161 $109 Sales Information Previous Sale Price OR Book -Page I Qualification Descriptic 04/01/1995 $101,300 16756-1845 i Sales which are qualified 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 Appra and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp https://www.miamidade.gov/Apps/PA/propertysearch/ 12/7/2020 Miami Shores Village Building Department SURVEY AFFIDAVIT STATE OF (FLORIDA) COUNTY OF (DADE) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 The undersigned Affiant, William Robert Smith , does hereby attest that (Property owner) The attached survey, performed by 6VA4e y- 6►'y ;:p (Name of surveyor's company) For address: 230 N.E. 94 St. Performed on (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Further, A t say eth naught. (�1 1 1Qan P"h r1�� Property Owner Signature Property Owner Print Name SWORN TO AND SUBSCRIBED before me this day of -AJ Affiant is personally known to me, " produced — as identification. <r�"Yrc EVELYN L. PASCAL MY COMMISSION # GG 153824 EXPIRES: January 2, 2022 Nod of F Bonded Thru Notary Public Underwlters Notary Revised on 5/22/2009/ Revised on 6/12/09 A`COR�® V CERTIFICATE OF LIABILITY INSURANCE DATE (MM'DD/Y " 12/22/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Maria Vila Almolda PHONNo.E (305) 888-0524 IC No : (786) 272-0044 Blanco Insurance Assoc., Inc. E-MAIL ADDRESS: maria@blancoinsurance.com 1462 E 4 Ave INSURERS AFFORDING COVERAGE NAIC # INSURER A: WESTERN WORLD 13196 Hialeah FL 33010 INSURED INSURER B : PROGRESSIVE AMERICAN INSURANCE 24252 INSURERC: SCOTTSDALE INSURANCE CO 43215 PALDAMA INVESTMENT, INC DBA ISLAND FENCE OF DADE INSURER D : 711 E Okeechobee Road INSURER E: INSURER F : Hialeah FL 33010 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR1M TYPE OF INSURANCE ADDL SUER MID NUMBER POLICPOLICY MM/DDY EFF POLICY MM/DD EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR -DAMAGE TO RENTED PREMISES Ea occurrence) $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 A NPP8656741 11/10/2020 11/10/2021 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY PRO ❑ LOC JECT PRODUCTS - COMP/OP AGG $ 2,000,000 $: OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 300 000 BODILY INJURY (Per person) $ ANY AUTO B OWNED UTOS ONLY AUTOS SCHEDULED A 08409769-2 11/30/2020 11/30/2021 BODILY INJURY (Per accident) $ X PROPERTY DAMAGE Per accident $ HIRED V NON -OWNED AUTOS ONLY /� AUTOS ONLY PIP $ 10,000 UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 X AGGREGATE $ 1,000,000 C EXCESS LIAB CLAIMS -MADE XBS0120304 11/10/2020 11/10/2021 DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNERIEXECUTIVE I PER OTH- STATUTE ER E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ NIA (Mandatory in NH) E.L. DISEASE - EA EMPLOYE $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Fence erection contractor. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Village of Miami Shores 10050 NE 2 ave AUTHORIZED REPRESENTATIVE Miami shores FL 33138 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD A OO �® �VjR CERTIFICATE OF LIABILITY INSURANCE D /DDIY 12/22//22/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Jeremiah Perez acN o t ; (305) 275-1777 Alc No): (305) 275 1711 Absolute Choice Insurance E-MAIL ADDRESS: @ Ym info absolutechoice.com 3221 SW 107th Ave INSURERS AFFORDING COVERAGE NAIC # INSURER A: ASSOCIATED INDUSTRIES INSURANCE COMPAP 23140 Miami FL 33165 INSURED INSURER B : INSURER C : Paldama Investment, Inc. INSURER D : D/B/A Island Fence of Dade and Island Fence of Broward INSURER E : 711 E. Okeechobee Road INSURER F : Hialeah FL 33010 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM DDPOLICY/YYYY MM /DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RNTE CLAIMS -MADE D OCCUR PREMISES (EaEoccu ence) $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY JECT PRO LOC PRODUCTS - COMP/OP AGG $ $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY UMBRELLA LIAB OCCUR EACH OCCURRENCE $ HCLAIMS-MADE AGGREGATE $ EXCESS LIAB DED I I RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y / N OFFICER/MEMBER EXCLUDED? � (Mandatory In NH) N / A Y AWC1155918 10/28/2020 10/28/2021 PER /� STATUTE OERH E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If Yes, describe under DESCRIPTION OF OPERATIONS below I I I I E.L. DISEASE - POLICY LIMIT j $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Fence Installation Company for Residential and Commercial Blanket of Waiver of our Right to Recover from others Endorsement Included for Workers Compensation WC 00 03 13 MIAMI SHORES VILLAGE 10050 NE 2 AVE MIAMI SHORES, FL 33138 L:AN(:tLLA I IVN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD • QUALITY METAL PANELS GENERAL NOTES 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2017. 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE 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 %ryE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER- PACLIND. FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME OA"N AT ALL 411NES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE • • RESPONSIBILITY OF THE CON?RAC:OR TO REPAIR OR REPLACE ALL DAMAGES. • • • • • •4 JWIS WORLREtti IRES A BUILDING -PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. 05. CONTRACTOR*IS TO FURN;I*ALL*LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK .. $WjOWN OM •THE DRAWINGS AMD 6pECIFlED HEREIN. • • • * *9i OC NOT SCALE* DRAWINGS! 5I?Atf1S1ONS GOVERN. •••• •••• •••* 7. ENGINEER'S VISITS TO THE lM AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED J*IHIN 24 f4dURS PRIOR T(f INSPECTION. • • •••••• 8. THE CONTRACTOR SHALL M�+A R QUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND * * MCING V REEDeC FOR AFl bUI ING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. 9. THE CONTRACTOR:SHALL ' 07*PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO • • TH`E OW NEg,, • • • • 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 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. 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 8 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 MOTHACRYLA= LAC UER CALCULATIONS I - - Q ' In accordance with FBC 2017 and ASCE 7-10 Wind load Calculation: General Data: Category: I L (ft): 4 Exposure: _ C Hpost(ft) 6 V (mph): 115.60 Fy (psi) 46000 I: 1.00 A-500 Fb (psi) 27600 Kd: 0.85 Fv (psi) 18400 h (ft) _6_ Fy (psi) 36000 Pd (psf) 16.2 A-36 Fb (psi) 21600 Rail to Posts Connection Design Fv (psi) 14400 Kwik Using 10-16 Hilti Flex Screw Actual Pullout 194.4 Allowable Pullout 200 OK I I I I I I II I I i•1 Post Design Top and Bottom Design S=0.47 1N' 2 1/2x2 1/2x16 gage steel galvanized 2x1x0.071 st galvanized 1-11 sn lug A-500 A-500 Mmax. (lb -in) 13997 Mmax. (lb -in) 1166 Zx (in^3) 0.75 Sx (in^3) 0.086 fb (psi) Mmax/Sx fb (psi) MmaxSx fb (psi) 18662 fb (psi) 13562.8 fb (psi)<Fb OK fb (psi)<Fb OK Foundation Design (nonconstrained FBC 2017-1807.3.2.1) Of P 388.80 Lateral soil bearing 200 A 1.44 Footing Diameter ft1.583 POSTS 16 GA d 3.00 For poles 1806.3.4 2 4'-0' MAX. - - - l"Y.F. t'hMt FLAN V1hW SCALE: 3/4"=1'-0" _ - 4'-0" MAX. -�- E. :A- FENCE CONNECTIONS: - RAIL TO POSTS TO BE CONNECTED WITH (2) 10-16 KW1K FLEX SCREW by HILTI OR APPROVED EQUAL ACCESS HOLE AT RAILS TO BE PROVIDED FOR CONNECTION, OR BE r WELD 1" WELD LENGTH IN 2 OPOSITE SIDES MINIMUM. - PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER PICKET, 2 TOP do 2 BOTTOM) 10-16 KWIK FLEX SCREW by HIL ill OR APPROVED EQUAL, OR BY 1/4" PUDDLE WELDS. u TW. FENCE ELEV. VIEW SHADOW BOX DETAM SCALE: 1 1 /r-1'-D' / - I 2x1x16 GA GALVANIZED STEEL TUBE RAIL TOP MEMBER - - 24 GA (MIN.) GALVANIZED METAL SHEET i- 2.5x2.5x16 GA. GALVANIZED STEEL POST SPACED 0 CID 4'-0" MAX. O.C. 2x1x16 GA GALVANIZED STEEL TUBE RAIL BOT. MEMBER FENCE Eastern Engineering vroup ,401 ^IVV 32nd Avenue x. Sle. 370 Do,at. FL 33, v (305) 599-6133 eastert peg. com easterneg c^m METALS PANELS 2020 TVPE OF SHOP I.Gs PROJECT: ROJECT uuLIPL OCA-13%5 LOCATION: 31100 PSI CONCRETE CLIENT: 1A,JT1 MEAL 11RE_5 FOOTING 012"x4'-0" DATE: 7,2s121 10. DESCRIVION DATE AP DEEP OR 019"x3'-0" RM_ acNZALo A- 'Az - DEEP OR 024'x2'-6" DRAWN BY: M L _ DEEP (TYP) DESIGNED BY: �- APPLICABLE EXCLUSIVE CHECKED BY: ONLY FOR SEDIMENTARY JOB40.: Yoe AND FOLIATED ROCK SOILS SCaL: 012"x2'-9" DEEP (*) CoplaGw RESMIEn (*) SOIL SHALL BE VERIFIED TO BE CONSISTENT WITH THE MENTIONED CHARACTERISTICS. A FLORIDA LICENSED ENGINEER SHALL VISUALLY INSPECT AND LETTER ATTESTING SO. DE A CERTIFIED I SCALE: 3/4'=1'-O" L� S = 0.0863 IN' 0 S=0.124 IN' Mmax=16.2*6*.5*4*4/8 - Mmax=16.2*6*.5*4*4/8 =1 166 #-in =1 166 #-in M AsD=Mn/0 , M AsD=Mn/0 , 0.06 �y Mn=Fy*S 0 =1.67 2. Mn=Fy*S , 0 =1.67 M AsD=2 170 #-in / i M AsD=2 673 #-in S=0.48 IN' Z=0.60 IN' Mmax=16.2*4*6*6/2 =13 997 #-in M ASD=Mn/0 , Mn=Fy*Z , 0 =1.67 M AsD=16 530 #--in Mmax < M Am ALTERNATIVE POSTS (16 GA) Mmax < M AM ALTERNATIVE Mmax < M AM RAILS (19 GA) Z=0.0065 IN' 0,06 Mmax=16.2*(6.125/12)*3.33*3.33*0.125*12 =135 #--in M AsD=Mn/0 , 11 Mn=Fy*Z , 0 =1.67 CIO i M AsD=140 #-in A RAILS (16 GA) Mmax < M ASD o' PICKETS (30 GA) MINIMUM Oct 21. 2020 -OWALO A PAZ, PE (De No-W7U) :USS1 ILLVEL PE (Lk No-5M) AEXIS M"EZ x (Ik w-� SW atAMM OCOM FOR SIIMCrAAL Im011t�E1S alY CAN 0 2!!a6 ,HE_T SD-1 ]ATE: 7'28,2020 • • • • • QUALITY METAL PANELS GENERAL NOTES 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2017. 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE 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 FX"TIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL 3IMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR f0 REPAIR OR •REPLACE •ALh'IMAGES. 4. THIS WORK RFQLilRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. 5. CONTRACT05 IS TO FURL-ISI; 4C LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. of 00 i y QO NOT ;CRL jE•QRAWING:,•QI®F•P{,SIONS GOVERN. • *7PLINGINEER'S M31TS TO THE• SIV, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 FOURS PN oAR.jd INSPE&14)y• • 8. THE CONTRACTOR SHALL! REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND • • •F•ENCING V NEEQED FOIE 6IQ4,PWRING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. • 9. THE CONTRACTOR SHALL• NOT *PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE QWMER- • • • 10. THE COWTRACTQR 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 7-10 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. 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 I PAINT OR WATHER-WHITE MOTHACRYLATE LACQUER. In accordance with FBC 2017 and ASCE 7-10. Wind Speed from FBC 2017, Chapter 16, Section 1616.2.1 v=115 mph NEXT POST FENCE TO BE AT NO MORE THAN 4' I 2x1x16 GA. GALVANIZED STEEL FRAME GATE (TYP) `1 i GALVANIZED STEEL POST 2-1/2"x2-1/ 2'x16 GA 24 GA. (MIN.) - GALVANIZED METAL SHEET DURA FENCE 3'-0'/4'-0" MAX. LOCK HARDWARE NEXT POST FENCE TO BE AT NO MORE THAN 4 I � Eastern Engineering Group -401 NIN 82:1?d Avenue Ste. 370 Dorai. FL 33� ,'_' Phone. (305 599-8133 info@easrernegxom 3 KSI CONC. FOOIING wsyst.easter!vg cnm 2x1x16 GA. 012"x4'-0" DEEP OR GALVANIZED N 019"xS-Q" DEEP OR METALS PANELS 2020 STEEL FRAME I - 024'x7-6' DEEP TYP GATE (TYP) - - -- / APPUCABLE EXCLUSIVE - ONLY FOR SEDIMENTARY SINGLE SWING -GATE AND FOLIATED ROCK SOILS 1 j 01Yx2'-9' DEEP(*) _ GATE CONNECTIONS PF 0 __ _ _ PROJE".- - PICKETS TO BE 0 - * Poau oN:' M"` LPL- _CCA71ON5 - CONNECTED TO TOP O SOIL SHALL BE AND BOTTOM RAILS ALL GATE FRAMES TO N VERIFIED TO BE CLEW. I 3UAL11 MEIAI ,AWE, S ( BE CONNECTED BY ALL CONSISTENT WITH THE WITH 4 PER PICKET, DATE: 7/28/20 40. DESCRIPTION DATE APP'D 2 TOP & 2 BOTTOM) AROUND FILLET WELD. MEN11ONED PM: coNZA o A. PAz. FL 10-16 KWIK FLEXL CHARACTERISTICS. A SCREW by HIOR -- FLORIDA LICENSED DRAWN BY: MLP APPROVED EQUAL ENGINEER SHALL DESIGNED BY: VISUALLY INSPECT AND, CHECKEDBY: G.P. PROVIDE A CERTIFIED oe vc.: 011114 V02 rt TW. SINGLE GATE ELEV. VIEW LETTER ATTESTING So. SCALE as -icwN SCALE: 3/4"=1'-O" COMMIT RIMMED co I ih 2x1x16 GA. GALVANIZED STEEL FRAME GATE (TYP) HINGES TO RESIST 180 LEIS Wind load Calculation: General Data: DL(psf): 5 Top and Bottom Design V (mph): 115 00 Fence Span(ft): 4 Gate Spari 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 MDR M­. (lb -in) Z. (in^3) fb (psi) Sx (in^3) 0.124 Kd: 0 85 Fv (psi) 18400 2.5x2.5x16Ga 14012 2880 14305 0,58 24663.7 fb (psi) Mmax/Sx h (ft): 6.00 Fy (psi) 36000 fb (psi) 21029.6 Kz: 0.85 A-36 Fb (psi) 21600 fb (psl)<Fb OK fb (psi)<Fb OK qz (psf): 16.2 Fv (psi) 14400 Rail to Posts Connection Design Foundation Design (nonconstrained FBC 2017-1807.3.2.1) (2017-1806.2) Actual Pullout 32 P 583,83 Lateral soil bearing 200 Allowable Pullou 200 Using 10-16 Hilti Kwik A 2.16 Footing Diameter (ft) 1.58333 OK Flex Screw d (Depth) 395 For poles 1806.3 2 In I N. in N TW. SINGLE GATE PLAN. VIEW MmazM Aso=M=M 806 #-in n/0 , SCALE: 3/4"=1'-O" Mn=Fy'S , 0 =1.67 M Aw=2 673 #-in Mmax < M Am Mmax=16.2*(6.125/12)*3.33*3.33*0.125*12 0.06- S=0.47 IN' Z=0.58 IN' Mmax=14 305 #-in M Aso=Mn/0 , Mn =Fy*Z , 0 =1.67 M Aw=16 000 #-in Mmax < M AM E FUSIJ k15 GA) S=0.48 IN' Z=0.60 IN' Mmax=14 305 #-in M Aso=Mn/0 , Mn=Fy*Z , 0 =1.67 M Asn=16 530 #-in Mmax < M ASD 21/Y ALTERNATIVE POSTS (16 GA) =135 #-In M AsD=Mn/0 , Mn=Fy*Z , 0 =1.67 M AsD--=140 #-in Mmax < M AM N N N o RAILS (16 GA) PICKETS (30 GA) MINIMUM Ref# 20-00 i ) t 2 2021) r t -WVM A. PAZ, PE (Lk 6-60U) DIM A, lura. PE (Lk NT-51 s) utxs hi rE (Lk w-lOuo) SHOP DRAVRM C ECM FOR STRUC1UtAL REaINO4" ONLY CAN 0 2l666 SHEET SD-2 DATE: 712812020 • QUALITY METAL PAN PERT POST FENCE TO SE AT NO MORE THAN 4 E L S GALVAI ca GALYANIZED �• STEEL FRAME GATE (TYP) N - I - GENERAL NOTES: �- I 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2017. 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. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL GALVANIZED) UNDER- : RI'I FACIUTIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH METAL SHEET °D -_ TREME SA,,I."A AT 4LL 11YES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE FENCE .) f • ASPONSIBILITY OF THE CICNiRACiFOR TO REPAIR OR REPLACE ALL DAMAGES. WORK•RCOVIDES A EN.JILDING•PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. HINGES •g.•T7.11S • • • TO •5. CONTRACTOR• IS TO FURFJISIS •RLt LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL RESIST • • •WORK SHI ON THE DRAW14IGS jAND SPECIFIED HEREIN. 180 1 •6e d0 NOT SCALE DRAWINGS! 0R;I`1l GOVERN. . 2x1 x1 s GA. •f 1NGINEER'S VISITS TO THC•SITE, •AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED GALVANIZED , 1 • • "THIN 24 180UF.'S PRIOR TO "N`SNECTION. STEEL FRAME HH GATE (TYP) ••.••t 8. TAE CONTRALTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, • • AND FENCIN"YAS NEEDED •FOR*AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. • • • •9. THE CONTRACTOR*SHALL 110i PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO • • 4W OWNER. • • • •••••• 10. THE CONAACTCI2 IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. i.Hl 11. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK. 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY EXTRA MATERIALS & GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. 14 DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPUED BY THE CLIENT. EASTERN ENGINEERING GROUP WILL NOT BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE 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'-0' DEEP OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER. 024"x3'-9' DEEP OR 031 DEEP OR DESING 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. 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 A L G U L A IT I O N S IPAINT OR WA ER -WHITE MOTHACRYLATE LACQUER. In accordance with FBC 2017 and ASCE 7-10, Wind Speed from FBC 2017, Chapter 16, Section 1616.2.1 tr-115 mph 10'-0" (MAX.) -- 2x1A6 GA. GALVANIZED - STEEL FRAME GATE (TYP) (,_ U U 7/8' DIAM. SOLD BAR CANE BARS GATE CONNECTIONS I PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS PATH (4 PER PICKET, 2 TOP & 2 BOTTOM) 10-16 KWIK FLEX SCREW by HILTI OR APPROVED EQUAL • ALL GATE FRAMES TO BE CONNECTED WITH 1/8" FILLET WELD ALL AROUND. TYP. DOUBLE GATE ELEV. VIEW 3 KSI CONIC. FOOTING 1/2"=1'-0' 019 x4'-0 DEEP OR SCALE: 024"x3'-9' DEEP OR 030"x3'-4' DEEP OR 031 DEEP (TYP.) /- - - - - - - - 10'-0' MAX. - - - NI POST FDICE 10 BE AT NO MORE THAN 4 Ea5 rr 1=ngineer(ng Grcup 340 I NW 82 d AI e F E 370 Dorif FL 3 ' P .-a ;3 5; 599 5131 rfj@eaSfeP .leg Corr (') SOIL SHALL BE vvw Meas.e,�+eg P, c TO BE CCOONSISSTTENT W17H METALS PANELS 2020 THE MENTIONED CHARACTERISTICS. A FLORIDA LICENSED - - - - - - - - - - - - - - - ENGINEER SHALL DOUBLE SWING GATE VISUALLY INSPECT AND PROVIDE A CERTIFIED LETTER ATTESTING SO.- _ PROJECT:( -- ---- - APPUCABLE PROJECT ­wc _0cA iovs - - EXCLUSIVE ONLY FOR LOCATION: - SEDIMENTARY AND CLIENT OOAL*r META- =ANE_s FOLIATED ROCK SOILS 9/2o 40. DESCRIP'ION DATE APPD 01Yx2'-9' DEEP - CU 3,-LN A DRAWN BY:�- DESIGNED BY : CHECKED BY: O.P. JOB NO.: D-Ity 'V02 r SCRLE: AS SHOWN aamgrr F13EtYED c+ - kmN q GALVANIZED M. DOUBLE GATE PLAN. VIEW STEEL POST GALVANIZED STEEL FRAME 2}"x2j'x16 GA METAL SHEET GATE (TYP.) SCALE: 1/2"=1'-0" FENCE Wind load Calculation: General Data: DL(psf): 5 Top and Bottom Design V (mph): 115.00 Fence Sparl 4 Gate Span(ft): 5 (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. (Ib-in) 4074 Cf: 1.30 A-500 Fb (psi) 27545 Section M.,nd MDL Mmax. (lb -in) Z. (in^3) fb (psi) Zx (in^3) 0.155 Kd: 085 Fv (psi) 18400 2.5x2.5x14Ga 15764 4500 16393 0.71 23089 1 fb (psi) Mmax/Sx h (ft): 6.00 Fy (psi) 36000 fb (psi) 26287 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 2017-1807.3.2.1) (2017-1806.2) Actual Pullout 32 P 583 83 Lateral soil bearing 200 Allowable Pullou 200 Using 10-16 Hilti Kwik A 2.16 Footing Diameter (ft) 1,58333 OK Flex Screw d (Depth) 395 For poles 1806.3 2 0.08 // S=0.124 IN' Z=0.155 IN' Mmax=4 074 A -in S=0.57 IN' Z=0.71 IN' Mrrl 393 #-in M AsD=Mn/0 , Mn =FyHZ , 0 =1.67 M AsI 550 #-in Mmax < M ASD M AsD=Mn/0 , Mn=Fy"Z , 0 =1.67 M Aso=4 269 #-in Mmax < M Am 0.06 POSTS (14 GA) RAILS (16 GA) Z=0.0065 IN' Mmax=16.2f(6.125/12)f3.33f3.33f0.125+12 =135 #-in M AsD=Mn/9 , Mn=Fy*Z , 0 =1.67 M AsD=140 #-in Mmax < M ASa s of I- -- - - - - - - -, PICKETS (30 GA) MINIMUM Oct 27, 2020 GDN M A. PAL PE Ilk Ib-EO)S/) = Rl IL IOML PE (Lk Ib-548BI :: IN= Mill PE Ilk 11 IID) SHOP ORAL OEM® FOR SIWICIUML 111E3311SEMEM ONLY CAM 0 MW SHEET SD-3 'ATE: 728, 2020