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FW-09-20-2183, 10306 N Miami AveMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number a 10306 N MIAMI AVE, Miami Shores, FL 33150 1121360131010 Contacts Christian Gros lean Owner HOME OWNER Contractor 10306 N Miami AVE HOME OWNER micheline1234@comcast.net markacampbellarchitect33138@gmai Isom ' € Inspection Requests: Description: DURAFENCE 6FT LNR FT x 75 AND 2 SLIDING f Valuation: $ 2,000.00 DRIVEWAY GATE -BRONZE FINISHING�62 494 TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.20 DBPR Fee $6.75 DCA Fee $4.50 Education Surcharge $0.40 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Technology Fee $11.25 Wire and Wood Fence Fee $400.00 Total: $518.10 Building Department Copy Payments Date Paid Amt Paid Total Fees $518.10 Check # 996 10/28/2020 $468.10 Cash 09/25/2020 $50.00 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. Authorized Signature: Owner Applicant / Contractor / Agent Date October 28, 2020 Page 2 of 2 �'IVEt� BUILDING PERMIT APPLICATION Miami Shores Village Building Department B 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 201 t'� Master Permit No.1 W '0"1 z - 2183 Sub Permit No. ❑ BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP /_ CONTRACTOR DRAWINGS JOB ADDRESS: I V 1 / 1D M (A �M Pve— City: MU%d a4 j Miami Shores �+� / County: �ami Dade Zip: 331 J D_ folio/Pa cr el#: U' A f 2"p ] — 10 I o Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):g,lN) Gi'oS" Jei4IV Phone#:05"—�,7(D�'�� 1p�, City:►.J ►J► _13' State: Zip: j • . t Email: 1L CONTRACTOR: Company Name: nwCY)R, 0�rrnn & Phone#: Address: in-;?'fAe tj�Q[�� City: t4bNnA � rp—s. State: Zip: Qualifier Name: State Certification or Registration #: Phone#: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $bc) � 1 J t Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition WATAPTNIMS r ♦ a _ �♦ _11611 Specify color of color thru tile: Submittal Fee $ \G� Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ DBPR $ Notary $. Double Fee $ Bond $ TOTAL FEE NOW DUE $ 4T"[7 -46 V lv (Revised02/24/2014) e • Bonding Company's Name (if applicable) N/A Bonding Company's Address City State _ Mortgage Lender's Name (if applicable) N/A 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 OWNER or AGENT The foregoing instrument was acknowledged before me this 23' day of t h— 20 10 by J- ISM- J&4/ , who is personally known to me or who has produced �Uart da sin %0(p L► Cea-6'as identification and who did take an oath. Signature CONTRACTOR 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. as NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: Seal: +�� diflortiis APPROVED BY Plans Examiner Zoning Structural Review M I A M T I.._ S / lark (Revised02/24/2014) PUBLIC O R K- RP: V f . s 'i` APPROVED/; .� Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAMECh (I'd I�" 6 'y5�� DATE: 1�)3I ADDRESS: I L M i llnn i�� ir�Q, r--L.33 6 0 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 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. l� 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 R—) 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial k,i ..1 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 lease, which violates the exemption. Initial —5 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. _ InitialLL�) 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and bytcunty or municipal ordinance. Initia 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 and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial _"-�J 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial_LnTs, 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://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial C-C��. 11. I am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial( 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial__ 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 aryl -, 20 By aA?lrl;'V' &'Ca4g' Produced there License or /0/, Ofe- 74 OWN who was personally known to me or who has r, ILe 0 as identification. State of SON4 C..*W. No. GG W7288 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Fedar aI Emergency Management Agency Expiration Date: November 30, 2022 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: CHRISTIAN GROS-JEAN & W THERESE A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 10306 N MIAMI (FOLIO #11-2135-013-1010) JOB #09-462-20 (M.R) City State ZIP Code MIAMI SHORES Florida 33150 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 3 & N 23 FT LOT 4 BLOCK 124, OF MIAMI SHORES SEC 5 " , Plat Book 10 Page 47 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25*52' 11.84"N Long. 80' 11' 53.58"W Horizontal Datum: ® NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1160.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 6 c) Total net area of flood openings in A8.b 1560.00 sq in d) Engineered flood openings? ❑ Yes Z No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes '9 No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF MIAMI SHORES 120652 MIAMI Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12086C-0302 L 09-11-2009 09-11-2009 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139: ❑ FIS Profile Z FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: J9 NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 10 No Designation Date: N/A ❑ CBRS ❑ OPA FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10306 N MIAMI (FOLIO #11-2135-013-1010) JOB #09-462-20 (M.R) City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33150 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction' 0Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: # N-567 Vertical Datum: Elev.= 10.54' (NGVD 29 ) Indicate elevation datum used for the elevations in items a) through h) below. X NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.09 Z feet ❑ meters b) Top of the next higher floor 13.04 g feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ❑ feet ❑ meters d) Attached garage (top of slab) N/A ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 11.21 feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 10.91 g feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 10.99 0 feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A ❑ feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? Z Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number ARMANDO GARCIA, P.L.S. 3109 Title PROFFESIONAL. SURVEYOR & MAPPER, , Company Name CBS SERVICES 7E Address 8765 CORAL WAY 3 est, City State ZIP Code MIAMI Florida 33155 Signature Date Telephone Ext. 09-07-2020 (786)290-4184 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) C.O.R. Elevation=11.41' C2. (e) (A/C located east side of wall facade) A5. CONVERTING ADDRESS TO LATITUDE/ LONGITUDE BY Stephen P. Morse PROGRAM FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 2 of 6 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2022 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agenticompany, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: CHRISTIAN GROS-JEAN & W THERESE A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 10306 N MIAMI (FOLIO #11-2135-013-1010) JOB #09-462-20 (M.R) City State ZIP Code MIAMI SHORES Florida 33150 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 3 & N 23 FT LOT 4 BLOCK 124, OF MIAMI SHORES SEC 5 " , Plat Book 10 Page 47 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25*52' 11.84"N Long.80' 11' 53.58"W Horizontal Datum: S NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1160.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 6 c) Total net area of flood openings in A8.b 1560.00 sq in d) Engineered flood openings? ❑ Yes Z No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes XNo SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF MIAMI SHORES 120652 MIAMI Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12086C-0302 L 09-11-2009 09-11-2009 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139: ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: X NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Z No Designation Date: N/A ❑ CBRS ❑ OPA FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10306 N MIAMI (FOLIO #11-2135-013-1010) JOB #09-462-20 (M.R) City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33150 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: # N-567 Vertical Datum: Elev.= 10.54' ( NGVD 29 ) Indicate elevation datum used for the elevations in items a) through h) below. 0 NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.09 feet ❑ meters b) Top of the next higher floor 13.04 feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ❑ feet ❑ meters d) Attached garage (top of slab) N/A ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 11.21 feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 10.91 0 feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 10.99 0 feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including ❑ feet ❑ meters N/A structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number ARMANDO GARCIA, P.L.S. 3109 Title PROFFESIONAL. SURVEYOR & MAPPER Place Company Name CBS SERVICES Seal 1 1 � , Address 8765 CORAL WAY City State ZIP Code MIAMI Florida 33155 Signature Date Telephone Ext. 09-07-2020 (786) 290-4184 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) C.O.R. Elevation=11.41' C2. (e) (A/C located east side of wall facade) A5. CONVERTING ADDRESS TO LATITUDE/ LONGITUDE BY Stephen P. Morse PROGRAM FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10306 N MIAMI (FOLIO #11-2135-013-1010) JOB #09462-20 (M.R) City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33150 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10306 N MIAMI (FOLIO #11-2135-013-1010) JOB #09-462-20 (M.R) City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33150 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) ❑ feet ❑ meters of the building: Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10306 N MIAMI (FOLIO #11-2135-013-1010) JOB #09-462-20 (M.R) City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33150 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. �t a r , Photo One Photo One Caption HOUSE FRONT VIEW 09-07-20 Clear Photo One a Photo Two Photo Two Caption HOUSE LEFT VIEW 09-07-20 Clear Photo Two FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 5 of 6 A ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS OMB No. 1660-0008 Continuation Page Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10306 N MIAMI (FOLIO #11-2135-013-1010) JOB #09-462-20 (M.R) City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33150 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Photo Three Photo Three Caption HOUSE BACK VIEW- 09-07-20 Clear Photo Three s'. Photo Four Photo Four Caption HOUSE A/C VIEW 09-07-20 Clear Photo Four FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 6 of 6 Y BACK HOUSE VIEW 09-07-20 Z � I co ® I r I Z I I I I I I I 37.5' Found Nail (No I.D.) FoundNail (No I.D.) - — — — — -- — -- — — — — — — — — 20.7' �0.1 \ 90 NORTH 23' OF LOT 4 v \� \AR SZ3 0\ cV `ptF \ N A/C o � \ UNIT Cl) \ rn \ \ 3.00' -20.8° S ® d 27.6'— J tV LL ® Y 0 U O a p o O ® M e- W a- � R9�F LOT 3 6 BLOCK 24 I 7.80 O O �.O%g� m T2.Ob 8.00' b 1 4 N a I \ \ \ M`ETA' o A/C \ 0° $'rf1;<D T UNIT I r� ONC. 4 BLOCK �\ CORNER NORTH 23' OF LOT 4 81.00' (R/M) 0 6.6 O LO \ TQ L\ .4� \3.50, ° `c R \ - (W \ \ rbo. CONC \ 0-& \ o N RAMP P r BLOCK._ U o N z O CORNER 1 Z Z M O U Q a- . D 3' 3' — � — FIP$01/�" v Found tNo I.9J a o o a ° (No LID (No I.D.) 1O41- - - 1WOONC.:SIDEAALK - !a PROPERTY ADDRESS: 10306 NORTH MIAMI AVENUE, MIAMI SHORES, FI.33150 ( FOLIO No. 11-2136-013-1010 ) DESCRIPTION LOT 3 & N 23FT LOT 4 BLOCK 124, of MIAMI SHORES SEC 5 " according to the Plat thereof as recorded in Plat Book 10, Page 47 of the Public Records of Miami -Dade County, Florida. There may be legal restrictions on the subject property that are not shown on the Map of Survey that may be found in the Public Records of Miami -Dade County, or the records of any other public and private entities as their jurisdictions may appear. The Map of Survey is intended to be displayed at the stated graphic scale in English units of measurement. Attention is brought to the fact that said drawing may be altered in scale by the reproduction process. This Survey was conducted for the purpose of a BOUNDARY SURVEY only and is not intended to delineate the regulatory jurisdiction of any federal, state, regional or local agency board, commission or other entity. Legal description was furnished by the client. The elevations of well -identified features as depicted on this survey and map were measured to an estimated vertical positional accuracy of 1110 foot for natural ground surfaces and 1/100 foot for hardscape surfaces, including pavements, curbs and other man-made features as may exist. Well -identified features as depicted on this survey and map were measured to an estimated horizontal positional accuracy of 1/10 foot unless otherwise shown. Legal Description subject to any dedications, limitations, restrictions, reservations or recorded easements. Sketch of Survey cannot be used for construction purposes. Surveyor not responsible for third party alterations. LIST OF POSSIBLE ENCROACHMENT: N/A a•ts +� t1 H �4 �t za a . W o uj BENCH MARK USED 0 o z BM # NS67 < o o° $ Elevation = 10.54' converted to NGVD 1929. 3 ®O N-.W 105-L-- �aa•" STRE1~.T mo • w 9 8 T 6 6 4 3 2 t ,1 µlp�� 4 iC 9 0 T Z e iii, 2.0, , Z< H Z W [ wm� rW;Z j ^ffy o �u +' 3 I �p�mW�mW a52 W'., .. .. .. , �w>HQHl—Q l—QQ N.W. 1OTx STREET. 11 W w n w! }• 1 b 5 4 8 2 t.� o is �I w}$ 1 6- Z W 779 li 6 s'� tE .� 4A U PA C3 ti k'y to cat Ct _ - U) Z ¢ O= a_ z_ �W ZIi �ZZY N-IN 103RD STRE£T. zsso. o ao?¢o=a:gx � Qo U o o m W u r- O a KKK K�t/JN VJ tq to > 11 11 11 11 11n u n u n 11N LIJ_ bw2 L)- i LOCATION MAP a��NNNN (NOT TO SCALE) m Z F Z If shown elevations are referred to N.G.V.D. of 1929 Q The surveyor makes no representation as to • 0 • • jz g LLJ ownership, possession or occupation of the . • • > • subject property by any entity or individual. ' •mayy • '�• •6 SIX.000.4 J w p • Z Of -' Subsurface improvements and/or encroachm�; • V) z W �W ° within, upon, across, abutting or adjacent to the LL o O < o Y z z subject property were not located and are not sAdW . ® o ? 0°"Q a QzQ' Y ••• Q=QZOFWQKU'd1 Not valid without the signature and original r4W(j. • • Z M W z gda a a a a: xx seal of a Florida Licensed Surveyor and Map er* • LU • 0I 1, • Additions and deletions to this Map of Surveyty 4 • o 40' • • ' other than the signing party are prohibited without• • • W = 51O Few m q o lrz the written consent of the signing party. ; • g z z O a a a a a Z • r Z This Map of Survey has been prepared for the • 6, • • • exclusive use of the entities named herein and. , • ; o w > � ,d the certification does not extend to any unnamed party F z w J - a J =w< UwwopLL OK=WttLL <zW CERTIFYTO: z=OOrM,D��w N=ZZWOLLDo7�o°°O`°°�WWCHRISTIAN GROS-JEAN & W 11 11 �� 11 11 11 II II 11 11 1, oTHERESE LL�J SURVEYOR'S CERTIFICATION: _ 0 � z W w O Z W I hereby certify: That this "BOUNDARY SURVEY" and ° Z 9 W W N z Y the Map of Survey resulting there from was performed z CZ z m W ? oFS �O��xxXUO¢w under my direction and is true and correct to the best u g u Z z of m knowledge and belief and further, that said 3 ° a o o � W i y Q Q Qmm U ),NUU UU "BOUNDARY SURVEY" meets the intent of the "Minimum Technical Standards for Land Surveying in c E o w the State of Florida", pursuant to Rule 5,117 of the Q a Q m m 0 6 0 5 0 u Florida Administrative Code and its implementing Rule Survey is not covered bi. Chapter 472,027 of the Florida Statutes. Proffesional Liability Insurance. ORIGINAL 09-07-2020 FIELD DATE REVISIONS: 09-07-2020 Armando Garcia, P.L.S. Registered Surveyor and Mapper No. 3109 DRAM M.R State of Florida. FLOOD ZONE INFORMATION: id CBS SERVICES Community No. 120652 Land Surveyors &Mapper Panel No. 0302 Suffix: L w CARLOS@CBSSERVICESMIAMI.COM FIRM Date: 09-11-2009 8765 CORAL WAY, MIAMI, FL. 33155 Flood Zone: X 3 (786) 290-4184 SHEET No. 1 /1 JOB No.: ... . . . ... . . w . • • • n . R • b • • • • • • • • • • • • • • • • • • • • s. •• ••• •• • • • •• • • • . • • • • • w • .. • • w • • • • a 1 ! n QUALITY METAL PANELS `RI. ALL WORK ,L�L 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 do GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. 14 DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. (ASTERN 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. ALL EXPOSED FERROUS METAL PANELS, RAILS AND POSTS TO BE OF FACTORY HOT DIP GALVANIZED AND FACTORY PAINTED WITH ALKALI -RESISTANCE COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS PAINT OR WATHER-WHITE MOTHACRYLATE LACQUER CALCULATIONS 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 Si 4 Gate Span(ft): 5 (Gate Span = Gate Leaf, not opening) 2x1xO.071 st galvanized Exposure: C Hpost 1 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,,,,I d MDR Mmax. (lb -in) Z, (in'3) fb (psi) Zx (in'3) 0.155 Kid: 0.85 Fv (psi) 18400 2.5x2.5x1.4Ga 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 (psfl: 16.2 Fv (psi) 14400 Rail to Posts Connection Design Foundation Design (nonconstrained FBC 2017-1811 (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 1 1.58333 OK Flex Screw d (Depth) 3,95 For poles 1806.3 2 NEXT POST FENCE TO BE AT NO MORE THAN 4' 10'-0" (MAX) 2x1x16 GA. 2x1x16 GA. GALVANIZED STEEL 2" GALVANIZED STEEL 1 2" / FRAME GATE (TYP) FRAME GATE (TYP) - - I- - GALVANIZED I ! I " L K 11 11 11 11 11 STEEL POST HA DW 2-1 /2"x2-1 /2' I I iE x14GA 24 GA. (MIN.) =1 I ' GALVANIZED METAL SHEET FENCE -'� -Ile _ _ F 71 -I - 17 - --J'- HINGES 1' I1 I1 11 11 II II I11I 1 II II II li 11 11 180R�BS ii 2x1x16 GA. J 7/8" DIAM. SOLID BARS GALVANIZED STEEL FRAME CANE BARS GATE (TYP) GATE CONNECTIONS PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER PICKET, 2 TOP do 2 BOTTOM) 10-16 KWIK FLEX SCREW by HILT] OR APPROVED EQUAL. ALL GATE FRAMES TO BE CONNECTED WITH 1/8" FILLET WELD ALL r AROUND. I 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'-O' DEEP 10'-0' MAX / 2x1x16 GA. J �-� 1 . DOUKE CLAM rLM. ♦W GALVANIZED GALVANIZED STEEL POST STEEL FRAME SCALE: 1/2"=1'-O" 4"x2j"x14GA GATE (TIP) S=0.57 IN' Z=0.71 IN' Mmax=16 393 #-in M ASD=Ml , Mn =Fy*Z , B =1.6 M ASl 550 #-in Mmax < M ASD 2 j- POSTS (14 GA) S=0.124 IN' Z=0.155 IN' Mmax=4 074 #-in M ASD=Mn/0 , Mn=Fy*Z , Q =1.67 M ASD=4 269 #-in Mmax < M ASD TI L 2' RAILS (16 GA) NEXT POST FENCE TO BE AT NO MORE THAN 4 r'q I b� 0 io ��Ir • 3 01 CONC. FOOT• 0191cg'lil0� DEEP OR • 024"x3'-9 DEEP 09 03tok5"ll DEEP • • OF. `1E•t'+'i-0" DEEP (TyfE--- AFIIPLICABU •• If ONLY P0R SMIllil AND 012+x2- el DEEP lil• + •901L• SHALL BE ( RIFIiD 10 BE C NSISTE T WITH • • 'ME MENTIONED • C1 A(R�gRIC RISTICS. A FLORIDA LICENSER • • ENGINEER SHALL • • VISUALLY INSPECT AND PROVIDE A CERTIFIED LETTER ATTESTING SO. 24 GA. (MIN.) GALVANIZED METAL SHEET FENCE 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 Mmax < M ASD 6;U PICKETS (30 GA) MINIMUM U) •••••• • • LU Z Ki••• a • o J M Q Q ❑ALEXIS YARfINEZ,PE ❑GONZALO A. PALPE 9 NEW ... .. .... . . . .. .. ..... .. . . . . . . . . . . .... ....... . . . . . . . .. . . . . . . . . . . . . . . . 090 .... 000 ... 000 ... .. ... .. . . . .. . .. . . . . ... . .. ... . . . . . .. QUALITY METAL PANELS (ORAL Nom 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2017. 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 3. 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 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 1516.2.1 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 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 w115 mph 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 Mpg 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 (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) 3.96 For poles 1806.3 2 NEXT POST FENCE TO BE AT NO MORE THAN 4' 2x1x16 GA. GALVANIZED STEEL FRAME GATE (NP) i GALVANIZED STEEL POST 2-1/2"x2-1/2"x16GA 24 GA. (MIN.) GALVANIZ METAL SHEET DURA FENCE 2x1x16 GA. GALVANIZED STEEL FRAME GATE (n'P) 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. GALVANIZED STEEL POST 2-1 /2"x2-1 /2"x1 EGA S=0.47 IN' Z=0.58 IN' Mmax=14 305 #-in M ASD=Mn/D Mn =Fy*Z , 0 =1.6 M ASD=16 000 #-in Mmax < M Asp POSTS (16 GA) 3'-0"/4'-0" MAX v - ALL GATE FRAMES TO BE CONNECTED BY ALL AROUND TYR �� FIr T FILLETT WELD. �� GAPM P�Ld'��. SCALE: 3/4"=1'-0" 3'-0" /4'-0" MAX i..)LQY`tl;) / NEXT POST FENCE TO BE AT NO MORE THAN 4' 1 1 r. ►7il\\J■ E GATE rJ.M. VW SCALE: 3/4"=1'-O" S=0.124 IN' Mmax=2 608 #-in _ M ASD=Mn/Q , Mn=Fy*S , 0 =1.67 M ASD=2 673 #-in Mmax < M ASD N T N L 2" RAILS (16 GA) 0 I io 3 KSI CONC. FOOTING 012"x4'-O" CCEP 0. 019"x3'-O" DEEP OR* 024"x2'-6" DU6 �W) APPLICABLE* '•••• EXCLUSIVE 0►I" FOR FOLIATED SEDIMENTA • SOILS •••••• 012"x2'-9 : DEEiiR() (*) SOIL SI ALILORR VERIFIED TO Be • CONSISTENI WITH THE MENTIONED, 0 CHARACTERIS'#ICS.- A FLORIDA LICENSED ENGINEER SHALL VISUALLY INSPECT AND PROVIDE A CERTIFIED LETTER ATTESTING SO. N •••••• • • Z rr•••• • • Q • c • • 0'� •• C!••4• co • •0004 `s � • • ••• 0! J Q C3 Z=0.0065 IN' Mmax=16.2*(6.125/12)*3.33*3.33*0.125*12 S=0.48 IN' =135 #-in Z=0.60 IN' M ASD=Mn 0 , Mmax=14 305 #-in Mn=Fy*Z D =1.67 M ASD=Mn/Tl , M ASD=140 #-in Mn=Fy*Z , 0 =1.67 Mmax < M Asp M Aso=16 530 #-in Mmax < M ASD (ff === I , El'11 2 1/2" ALTERNATIVE POSTS PICKETS (30 GA) MINIMUM (16 GA) Copy Ref. #19-0( r � 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. 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 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 8Y 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. ALL EXPOSED FERROUS METAL PANELS, RAILS AND POSTS TO BE OF FACTORY HOT DIP GALVANIZED AND FACTORY PAINTED WITH ALKALI -RESISTANCE COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS PAINT OR WATHER-WHITE MOTHACRYLATE LACQUER CALCULATIONS 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 1/2x2 1/2x16 gage steel galvanized A-500 Mmax. (lb -in) 13997 Zx (inA3) 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 (inA3) 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 �.. - TV. FENCE PLAN VW SCALE: 3/4"=1'-O" 4'-0" MAX FENCE CONNECTIONS: - RAIL TO POSTS TO BE CONNECTED WITH (2) 10-16 KWIK FLEX SCREW by HILTI OR APPROVED EQUAL. ACCESS HOLE AT RAILS TO BE PROVIDED FOR CONNECTION, OR BE 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 & 2 BOTTOM) 10-16 KWIK FLEX SCREW by HILTI OR APPROVED EQUAL, OR BY 1/4" PUDDLE WELDS. U 1 fi r. FENCE ELEV. ♦ IE SCALE: 3/4"=1'-O" 0.06 S=0.124 IN' S = 0.0863 IN' jl Mmax=16.2*6*.5*4*4/8 Mmax=16.2*6*.5*4*4/8 I =1 166 #-in =1 166 #-in S=0.47 IN' M ASD=Mn/f) , M AsD=Mn/0 , Z=0.58 IN' Mn=Fy*S , 0 =1.67 Mn=Fy*S , 0 =1.67 Mmax=16.2*4*6*6/2 M ASD=2 673 #-in M Aso=2 170 #-in =13 997 #-in Mmax < M ASD Mmax < M ASD iv M ASD=Mn/0 , `1' Mn=Fy*Z , Q =1.67 I' N M ASD=16 000 #-in Mmax < M ASD 2 i 6 1 /8" 6 , /8" 1 - DE A% SCALE: 1 1 /2"=1'-0" 2x1x16 GA GALVANIZED STEEL TUBE RAIL TOP MEMBER I 24 GA (MIN.) GALVANIZED METAL SHEET 2.5x2.5x16 GA. GALVANIZED STEEL POST SPACED 4'-0" MAX. O.C. i 2x1x16 GA GALVANIZED STEEL TUBE RAI L BOT. MEMBER 3000 PSI CONCRETE FOOTING 012"x4'-O" DEEP OR 019"x3'-O" DEEP OR 024"x2'-6" JLLF 012"x2'-9" DEEP (* (*) SOIL SHALL BE VERIFIED TO BE CONSISTENT WITH THE MENTIONED CHARACTERISTICS. A FLORIDA LICENSED ENGINEER SHALL VISUALLY INSPECT AND PROVIDE A CERTIFIED LETTER ATTESTING SO. Z=0.0065 IN' • • a • Mmax=16.2*(6.125/12)*3.33*3.33*0.125*12 =135 #-in M ASD=Mn f) _ S=0.48 IN' Z=0.60 IN' Mn=Fy*Z , 0 =1.67 Mmax=16.2*4*6*6/2 M ASD=140 #-in =13 997 #-in Mmax < M AsD M ASD=Mn/f) , Mn=Fy*Z , 0 =1.67 M ASII 530 #-in Mmax < M ASD 6v. I, j C Cr a�m �z a ~ M Wo c, �o wz~u ••cor) �C • •w . • J • ••LLJ Z i•♦•• • Q o' • J �• • �• • o »••awl s a • � Q CY POSTS (16 GA) RAILS (16 GA) ALTERNATIVE RAILS (19 GA) ALTERNATIVE POSTS (16 GA) PICKETS (30 GA) MINIMUM 1