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FW-12-20-2890, 800 NE 96th StMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 800 NE 96TH ST, Miami Shores, FL 33138 Parcel Number 1132060142920 Contacts Guy Grady Owner HOME OWNER Contractor 570 103 HOME OWNER Mobile: 7869850425 gvare0l.@Iive.com. Ins Description: FENCING OF EAST & WEST SIDES OF BACK YARD Valuation: $ 5,000.00 ectton Requests: FROM REAR MASONARY WALL TO THE SIDES OF THE HOUSE WITH 6' HIGH METAL FENCE Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.25 DCA Fee $2.00 Education Surcharge $1.00 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Technology Fee $3.75 Wire and Wood Fence Fee $100.00 Total: $206.00 Payments Date Paid Amt Paid Total Fees $206.00 Credit Card 01/20/2021 $156.00 Credit Card 12/16/2020 $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. OWNER.. r'AFFIDAVIT: I certify that all the forgoing information is accurate and that all work will be done in compliance with all applicable laws regulating cpnstruction aAd nnir;d)Futherm�e,,f authorize the above named contractor to do the work stated. / Applicant / Contractor / Agent January 20, 2021 Date Page 2 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 800 NE 96TH ST, Miami Shores, FL 33138 1132060142920 Contacts Guy Grady Owner HOME OWNER Contractor 570 103 HOME OWNER Mobile: 7869850425 gvare0l@live.com Ins section Requests: Description: FENCING OF EAST & WEST SIDES OF BACK YARD Valuation: $ 5,000.00 FROM REAR MASONARY WALL TO THE SIDES OF THE HOUSE ;� WITH 6' HIGH METAL FENCE Total 5q Feet: 0.00 ' Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.25 DCA Fee $2.00 Education Surcharge $1.00 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Technology Fee $3.75 Wire and Wood Fence Fee $100.00 Total: $206.00 Applicant Copy Payments Date Paid Amt Paid Total Fees $206.00 Credit Card 01/20/2021 $156.00 Credit Card 12/16/2020 $50.00 Amount Due: $0.00 For Inspections, Call (305) 762-4949 or Log on at https://bldg.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 20, 2021 Page 1 of 2 Miami Shores Village RECEIVED BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC Building Department rE 6 2020 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 VT �- Master Permit No. �:-w" 12---2D" D Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 0 L77' yl„T4 *Z4 City: Miami Shores County: Miami Dade zip..-3� 0 Folio/Parcel#: '-3Z A-42 Is the Building Historically Designated: Yes NO X Occupancy Type: o Construction Type: Flood Zone: BFE: FFE: ` 7 5` 71,E OWNER: Name ( ee Simp) Titleholder): rPhone#: Address: City: State: Zip: Tenant/Lessee Name: Phone#: Email: G� CONTRACTOR: Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ SCDO Square/Linear Footage of Work: !Ss Type of Work: ❑ Addition ❑ Alteration /� El New ❑jfRepair/Replace ❑ Demolition Description of Work:_ Specify color of color thru Submittal Fee $_ Scanning Fee $ _ Technology Fee $_ Structural Reviews Permit Fee $ Radon Fee $ _ Training/Education Fee $ CCF $ DBPR $ CCljCC $ . Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ ! � ' oc� (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 Uri 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 Signature WNER or AGENT OF CONTRACTOR The foregoing instrument was acknowledged before me this f day of -eMIOC �- 20�_, by G') rQ who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal:-- SELENA ARANDA MY COMMISSION # GO 971705 EXPIRES: March 22, 2024 APPROVED BY The foregoing instrument was acknowledged before me this day of me or who has produced 20 , by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as **************************************************************** Plans Examiner (� Zoning (Revised02/24/2014) Structural Review Clerk O : C NAME: ADDRESS: u (Jv Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.5 489.103(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 s 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 or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial / ✓� e 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 y 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 cont �a�J Initial ✓ , 4. 1 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 le , which violates the exemption. Initial 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the constructs Initial 6. I 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 coun o�r�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 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 am aware of the limits of my insurance A coverage for injuries to workers on my property. l , Initial_ /lti(/U� 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 employe I understand that my failure to follow these may subject to serious financial risk. Initial t 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 regulatio Initial &l# 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 I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http:/Iwww.mvfloridalicense.com/dbpr/pro/cilb/index.htmi i�ff- Initial 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: -(- d ;JILT 4�, Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of th nfo atiop at I have provided on this disclosure. 7 Initial 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. Was acknowledged before me this day of D�Kx__ qo Q-0 By �� C-1�Cl who was personally known to me or who has Produced there License or -�-L `.J L_ as identification. s OWNER N OTAR SELENA ARANDA MY COMMISSION # GG 971705 EXPIRES: March 22, 2024 Bonded Thru Notary Public Underwriters FND.I.R.01/2" -',,COL. 0 CL (NO ID.) (1.4'x1.4') IQ CL. CY) (D 0 'r- CL LLJ C-) 12.3 CONC. SLAB. 7 6' WOV P OF BOUNDARY SURVEY —ALLEY— (i5' TOTAL R /W)' 9' ASPHALT PAVEMENT FNb.I.R.01, Z 00 00 UL OULNO I D., lb lTC.B.S. 301 j 775' 7. i WALL FOUNTgl (0 Q, /V G(11- in UPD , , � Id,3,,y, e t. SOD hS6�I Cy C �D.r's Of I ck:: a < Q, ii0ri" CL IS 61110 :4 70 41' I C)f-. the of- 9 F. CE • 0 4 r�, 0 0 C14 A3.9' 5.8'7 A/C SIBS (0 FIND.I.P.01/2" (NO ID.) 5' SIDEWALK O Ld < + 0 0 < lb- lb- T: 'lli..j F— Q._ 0< 1= it 9.7�b 0 Lj zoo C,4 12.0' WA K g. �bcol 13 14. onn FND.I.P.01/2" 1'�b�o + (NO ID. 1 30' ENTRY FND.I.P.01/2" (NO ID. % --'7-R/W A00.570r 7' PARKWAY ---\., =39.27'u R=25.00' SOD 2.5' cq r- C14 Ol A/C j-d y 1 K_17 S �p 2' CURB "9' 0!00'00!!'_' CD CD 22', ASPHALT PAVEMENT, GU '96th STREET ±71 % (80',-TOTAL R/W) '91 • P. �a ..... ..... MEDIAN GRASS 7 -7 This Survey Map and Report are not full and complete "Irl-L VVI I H Al-r--MDnr AL -- without the other. A Arc ABBREVIATIONS & LEGEND Yhain , Pg. Page ------ �X Link Fence FND Found R/W ig Unknown Manhole Right —of —Way q, Fire Hydrant Wood Fence U. E. Utility Easement Center Line Q Sewer Manhole E: Electric Box Metal or plastic IP Iron Pipe Monument Line Telephone Manhole C9 Light Pole Fence IR Iron Rebar TBM Temporary WM Benchmark 0 Water Meter #ILP c0t.) Utility Pole OUL —Overhead Utility line N&D Nail & Disc COL. Column PWY W/P Parkway wv Water Valve Water Pump X CLP Concrete Light 0 O Pole + Spot Elevation P. B. PLat Book ENC Encroachment M Catch basin * Property Corner FormTech Job # 20-11040 Scc/e: I" = 20' Date: 11-16-2020 Land Surveying, Inc. State of Florida LB # 7980 12209 S.W. 129th Court, Miami, Florida, 33186 0' 10' 20' 40' Ph: (786)429-3034 (786)443-0285 (786)443-0678 GRAPHIC SCALE www.formtechsurveyors.com email:intogformtechsurveyors.com Page 2 of 2 MAP OF BOUNDARY SURVEY la Property address: 800 N.E. 96th Street City: Miami Shores County: Miami -Dade State: Florida Zip Code: 33138 Folio # 11-3206-014-2920 SUBJECT PROPERTY SURVEYOR'S REPORT: N.E. 96th STREET 1( i 8 7 s G LOCATION SKETCH NOT TO SCALE 1. MAP OF BOUNDARY SURVEY, Fieldwork date of data acquisition: November 16th, 2020. 2. LEGAL DESCRIPTION: Al Lots 9 and 10, Block 75, of MIAMI SHORES SECTION THREE, according to the Plat thereof, as recorded in Plat Book 10, at Page 37, of the Public Records of Miami —Dade County, Florida. 3. AREA: • • • • .... .. Containing 14,'I'16 $quare'Fee? or 0.32 Acres more or less by calculations. ...... . .. . . 4. 4CCURACY:' ...... . .. .. .. . . ........ ...... The.4:uracy obtained to •.Teasurement and calculations of a closed geometric figure was found to exceed this requirepnent.%i112t3= 1 fdb�t•lrl•7,500 feet. • 0 0 0 • . b..D,ATA OF S"JRQES:..;... .. . .. 1-411ILOfVTAL CQ4T� : • • —The Legal Description was furnished by client. —North Arrow as per Plat Book 10, at Page 37 of the Public Records of Miami —Dade County, Florida. VERTICAL CONTROL: Elevations are referred to N.G.V.D. 1929. Benchmark used: Miami —Dade County Benchmark No. N-800 Elevation=9.34' (N.G.V.D. 1929) located @ NE 96th Street and U.S Hwy # 1. 6. FLOOD INFORMATION: By scale determination this property is located in Flood Zone X and 0.2 PCT Annual Chance Flood Hazard, as per Federal Emergency Management Agency (FEMA), NFIP Community Name: Village of Miami Shores and Community Number 120652 Map/Panel Number 12086C0306, Suffix L, FIRM Panel Effective/Revised Date 09-11-2009. 7. LIMITATIONS: No research was made for other instruments than the existing in the plat and provided by client. No determination was made as to how the site can be served with utilities. Fences and walls ownership by visual means only; legal ownership not determined. No underground utilities and/or structures(foundations) was located within or abutting the Subject property. CERTIFY TO: GUY E. OGRADY SURVEYOR'S CERTIFICATION: I certify: This Map of Boundary Survey meets all applicable requirements of the Florida Minimum Technical Standards as contained Chapter 5J-17. Unless indicated to the contrary, the measured distance and directions shown on the Map of Boundary Survey are the same as the deed distances and directions. Not valid without the signature and the original raised seal of Florida Licensed Surveyor and Mapper. Additions or deletions to Map of Boundary Survey by other than signing party or parties is prohibited without written consent of the signing party or parties. This Survey Map and Report are not full and complete without the other. FormTech Land Surveying, Inc. State of Florida LB # 7980 12209 S.W. 129th Court, Miami, Florida, 33186 Ph:(786)429-3034 (786)443-0285 (786)443-0678 www.formtechsurveyors.com email:info@formtechsurveyors.com Seal: Job # 20-11040 11-16-2020 Date: _ E enia L. Formoso, P.S.M. State of Florida LS # 6660 Page 1 of 2 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 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 COND111ONS 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. 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 WITHER -WHITE MOTHACRYLATE LACQUER. 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): 115.00 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 Fv (psi) 14400 Rail to Posts Connection Design Actual Pullout 194.4 Allowable Pullout 200 Using 10-16 Hilti Kwik OK Flex Screw Post Design 2 112x2 112x16 aaae steel galvanized A-500 Mmax. (lb -in) 13997 Zx (in^3) 0.75 fb (psi) Mmax/Sx fb (psi) 18662 fb (psi)<Fb OK Top and Bottom Design 2x1x0.071 st galvanized A-500 Mmax. (lb -in) 1166 Sx (in^3) 0.086 fb (psi) Mmax/Sx fb (psi) 13562.8 fb (psi)<Fb OK Foundation Design (nonconstrained FBC 2017-1807.3.2.1) P 388.80 Lateral soil bearing 200 A 1.44 Footing Diameter (ft) 1.583 d 3.00 For poles 1806.3.4 2 - - 4'-0* MAX. / l -7 TIT. FENCE PLAN VIEW SCALE: 3/4"=1'-O" 4'-0" MAX. -r �A'- FENCE CONNEC11ONS: - 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 J" 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 HILII OR APPROVED EQUAL, OR BY 1/4" PUDDLE WELDS. 0.06 /! S=0.47 IN' Z=0.58 IN' Mmax=16.2*4*6*6/2 =13 997 #-in M xsD=Mn/0 , Mn=Fy*Z , 0 =1.67 M AsD=16 000 #-in Mmax < M Aso POSTS (16 GA) TYP. FENCE ELEV. VIEW SCALE: 3/4"=1'-O" S = 0.0863 IN' Mmax=16.2*6*.5*4*4/8 =1 166 #--in M Aso-=Mn/0 , 0.06 , Mn=Fy*S 0 =1.67 M AsD=2 170 f-in S=0.48 IN' Z=0.60 IN' Mmax=16.2*4*6*6/2 =13 997 1-in M AsD=Mn/0 , Mn=Fy*Z , 0 =1.67 M Aso=16 530 #-in Mmax < M Aso ALTERNATIVE POSTS (16 GA) u !Or136 _.� L )74- SHADOW sox DETAIL sauz 11/z"-r-O' 2x1x16 GA GALVANIZED STEEL TUBE RAIL TOP MEMBER 24 GA (MIN.) GALVANIZED METAL SHEET 2.5x2.5xl6 GA. GALVANIZED STEEL POST o SPACED A Co 4'-0" MAX. O.C. Q� �CO 5 he e b 0, }h ,� rrs TSr�'. - f6 e 01 m 9 METALS PANELS 2020 2x1x16 GA •""• GALVANIZED - - : •' • • • • • STEEL TUBE FENCE • • • • • • RAIL BOT. •••••• : •••• ••..:. MEMBER • DWGS 'HOP r�cricw. 3000 PSI CONCRETE FOOTING 012'X4'-O' 1 AT •••• ••••• 4 2C w • • D 4,15-ION • 7tTi • 4"4% DEEP OR 019"x3'-0" 'v 23�z;LD A. PAZ • • _ �• • DEEP OR 024"x2'-6" DRAWN BY: M • • - • DEEP (lYP) DESIGNED BY: I • • • • •� •t. APPLICABLE EXCLUSIVE CHECKED BY: G P • • • • • • • • ONLY FOR SEDIMENTARY JOB No.: a P Y IC2 • • • • • • •00001 • • AND FOLIATED ROCK SOILS C - -- - - 012'x2'-9" DEEP (*) COPYING R RED - (*) SOIL SHALL BE VERIFIED TO BE CONSISTENT WATH THE MENTIONED CHARACTERISTICS. A FLORIDA LICENSED ENGINEER SHALL VISUALLY INSPECT AND PROVIDE A CERTIFIED LETTER ATTESTING SO. NON ?;, Z0?0 Mmax < M AM ALTERNATIVE RAILS (19 GA) Z=0.0065 IN' Mmax=16.2*(6.125/12)*3.33*3.33*0.125*12 =135 #-in M AsD=Mn/0 , Mn=Fy*Z , 0 =1.67 M AsD=140 #-in o Mmax < M Aso 0 f r� PICKETS (30 GA) MINIMUM S=0.124 IN' Mmax=16.2*6*.5*4*4/8 =1 166 #-in M AsD=Mn/0 , Mn=Fy*S , 0 =1.67 M AsD=2 673 #-in Mmax < M Aso 0.05 !- 2" ! RAILS (16 GA) GORM A PAZ. PE (D< 6-WU) w'aSA z IDPE7 PE (D< w-SM) .utx6 wrrxa PE (m 11,0M) 9I0P DRAMM CHECM FOR STRUMURAL REQUIREMENTS MLY CAN / 7D•65 SD-1 DATE: 7,28;'2020 QUALITY METAL PANELS G04FRAT . NOTES: 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2017. 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE NTH 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 NTH 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 7-10 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 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 3'-0-/4'-0- MAX. 2x1x16 \ n N GALVANIZED I � STEEL FRAME .. .. GATE (TYP) GALVANIZED STEEL POST 2-1/2'x2-1/ Z'x16 GA 24 GA. (MIN.) GALVANIZED METAL SHEET DURA FENCE I i7 2x1 x16 GA. GALVANIZED STEEL FRAME GATE (TYP) HINGES TO RESIST 180 LBS 2x1 x16 GA. GALVANIZED N STEEL FRAME GATE (TYP) LOCK HARDWARE GATE CONNECTIONS:i - PICKETS TODBE CONNECTED TO TOP AND BOTTOM RAILS - ALL GATE FRAMES TO WITH (4 PER PICKET, BE CONNECTED BY ALL 2 TOP & 2 BOTTOM) AROUND FILLET WELD. 10-16 KWIK FLEX SCREW by HIL11 OR APPROVED EQUAL TW. SINGLE GATE ELEV. VIEW SCALE: 3/4'=1'-O" 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 Mw;,,d MDR Mmax. (lb -in) ZA (in^3) fb (psi) Sx (in^3) 0.124 Kid: 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) 216CO fb (psi)<Fb OK fb (psi)<Fb OK qz (psi): 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) 3.95 For poles 1806.3 2 NEXT POST FENCE TO BE AT NO MORE THAN 4' 6 C9 - 3 KSI CONC. FOOTING 012"x4'-T DEEP OR 019x3-0 DEEP OR METALS PANELS 2020 024'x2'-6" DEEP (TYP) • • ' • -_ ' • ! ! • • • PUCABLE EXCLUSIVE ONLY FOR SEDIMENTARY SINGLE SWING GATG ` . • • • • _ IAND FOLIATED ROCK SOILS • • • • • • 0 � 00 • • • • i • 01Yx2'-9' DEEP(*) - ...:.. . . . TYPES ;-. • • 1 • • • • • _ PROJEC-: O SOIL SHALL BE ROJECT H - __ _OCAIONp • • • • LOCATION: • • • • • • VERIFIED TO BE CLIENT: ie.ALl it NE -AL PAW_• • • • • • • • • s� • ! • • • CONSISTENT NTH THE DATE: 7/28/2E �. !' D Er.Wi Tl N • 96i l N*k MENTIONED CHARACTERISTICS. A FLORIDA LICENSED ENGINEER SHALL VISUALLY INSPECT AND PROVIDE A CERTIFIED LETTER ATTESTING S0. PU: XNZA O " -AZ • • • DRAWN BY M P • • ~ DESIGNED BY: • • • CHECKED BY: G.P. • • Joe NO.: 0 1ity V02 • T • • • • • ---- - • --- SCALE: AS ',iOWN - • • • • COPNEOa RfgRYO TW. SINGLE GATE PLAN. VIEW Mmax=2 608 #-in M Aso=Mn/0 , SCALE: 3/4"=1'-0" Mn=Fy'S , 0 =1.67 M A50=2 673 #-in Mmax < M AM 0.06 4E Z=0.0065 IN' Mmax=16.2•(6.125/12)*3.33*3.33*0.125*12 0.06 f - S=0.47 IN' Z=0.58 IN' Mmax=14 305 #-in M Aso=Mn/0 , Mn =Fy'Z , 0 =1.67 M As=t6 000 #-in Mmax < M Aso 2 POSTS (16 GA) S=0.48 IN' Z=0.60 IN' Mmax=14 305 f-in M AsD=Mn/0 , �i Mn=Fy"Z , 0 =1.67 a M AsD=16 530 Vin Mmax < M Asu 2 1 /Y ALTERNATIVE POSTS (16 GA) =135 #-in � M AsO=Mn/D , Mn=Fy'Z , D =1.67 M AsD=140 #-in Mmax < M AM N NI 2' 0 o RAILS (16 GA) PICKETS (30 GA) MINIMUM Ref# 20-00' No% 25, 20211 •1 GOIOAIO A PAZ PE (Lk IY-iG%!Q =RASA R Un PE (Ile b-S M) -MM W rNI2 PE (Ik "00)_I SHOP GRAwlas CEO® FOR EIM WORK& lmollw mm OILY CAN / 2M B 1 SHEET SD-2 DATE: 7 29,2020 NEXT POST FENCE TO BE AT NO MORE THAN 4 QUALITY METAL PANELS ALVNIZED STEEL FRAME GATE (TYP) 1 GENERAL NOTES 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. (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 ca 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 RESIST WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 180 LBS 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 it STEEL FRAME WITHIN 24 HOURS PRIOR TO INSPECTION. 1 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. 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. 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. 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 1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE 036"x3'-O" DEEP D E S I N G LOADS BUILDING CODE AND AISC SPECIFICA11ONS NINTH EDITION. (TYP-) FENCE 2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: WIND LOAD AS PER ASCE 7-10 KD=0.85 TYPE ASTM GRADE Fy VIAND VEI OCITY AS PER ASCE - ----STEEL-SHEETSA36 ___ ----- - KSI- _ _-2xlx16 GA. MIAMI-DADE STRUCTURAL TUBING A500 B 46 KSI GALVANIZED CATEGORY 2 ------ 115 mph STEEL FRAME 3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED. GATE (TYP.) AS PER FBC 2017 SECTION 1616.2.1 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 CA LCULI I N In accordance with FBC 2017 and ASCE 7-10, Wind Speed from FBC 2017, Chapter 16, Section 1616.2.1 v 115 mph Wind load Calculation: General Data: DL(psf): 5 Top and Bottom Design V (mph): 115.00 Fence Span(ft): 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. (Ib4n) 4074 Cf: 1.30 A-500 Fb (psi) 27545 Section MM,Hnd MOIL Mmax. (lb -in) 4 (inA3) fb (psi) Zx (in A3) 0.155 Kd: 0.85 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 (psi): 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) 3.95 For poles 1806.3 2 NW POST FDICE 10 10'-0" MAX BE AT NO MORE 1HIW 4 2x1x16 GA. GALVANIZED STEEL FRAME GATE (TYP) 1 01 HAROWWARE GATE CONNECTIONS • PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER PICKET, 2 TOP & 2 BOTTOM) 1D-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 CONC. FOOTING SCALE: 1/2"=1'-O" 019*x4'-0" DEEP OR 024 x3'-9" DEEP OR 030"x3'-4" DEEP OR 036"x3'-0" DEEP (TYP.) _ 10'- Or MAX. TW. DOUBLE GATE PLAN. VIEW STEEL x s cA SCALE: 1 /2"=1'-0" 0.08 --// S=0.124 IN' Z=0.155 IN' Mmax=4 074 #-in S=0.57 IN' Z=0.71 IN' Mmax=16 393 #-in M AsD=Mn/0 , Mn =Fy*Z , 0 =1.67 M Aw=19 550 #-in Mmax < M Am M AsD=Mn/D , Mn=Fy*Z , 0 =1.67 M AsD=4 269 #-in Mmax < M Am T Zv / / 2" POSTS (14 GA) RAILS (16 GA) (*) SOIL SHALL BE VERIFIED TO BE CONSISTENT WITH THE MENTIONED CHARACTERISTICS. A Eastern Engineering Group 3401 NW 32nd Avenue Ste. 370 DoraL FL 33122 Phone. (305 599-8133 info@easterneg. corn www, easterneg. corn METALS PANELS 2020 FLORIDA LICENSED • . • . • • •� • ENGINEER SHALL DOUBLE SWING Uilf : •• • ,' VISUALLY INSPECT • • • • AND PROVIDE A •••••• • •• •••••a CERTIFIED LETTER • ATTESTING SO. TYPE OP SHOP Dw S s ••.T• PROJECT: 0000 • • • APPLICABLE PROJECT MULTIPLE LOCATIO • • • • EXCLUSIVE ONLY FOR LOCATION: crn111-A- I- CLIENT: I OUAL11 METAL PAWi.... DATE: 7/28/20 012'X2'-9" DEEP (*)_i PM: GONZALO A. PAL DRAWNBY: M.L.P. DESIGNED BY: CHECKEDBY: c.P- JOB NO.: Oudity v02 SCALE: AS SHOWN amm w � GALVANIZED METAL SHEET FENCE Z=0.0065 IN' Mmax=16.2*(6.125/12)*3.33*3.33*0.125*12 =135 1-in M AsD=Mn/D , Mn=Fy*Z , D =1.67 M Aso=140 #-in Mmax < M Aso AV / PICKETS (30 GA) MINIMUM _O• M ► PAL PE A 6417) ❑V= L WIM PE (Lk b-") MM YARIIIEZ K (Ik IY-EOW) SHOP DRAT RM CNE M FOR JIR MMI. Pi70U MENI5 ONLY CAN / 2UN SHE - SD-3 DATE: 728,2020