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WS-19-1268Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 06/13/2019 Location Address Parcel Number 360 NW 112TH TER, Miami Shores, FL 33168 1121360010220 Contacts Permit No.: WAS-9-19-1268 Permit Type: Windows/Shutters Work Classification: Shutters Permit5totus; Approved Expiration: 12/10/2019 10 ANNE CASH 360 NW 112 TER, MIAMI SHORES, FL 331683300 Owner HOME OWNER Contractor HOME OWNER Inspection Requests: Description: SHUTTER INSTALLATION (11 OPENINGS) Valuation: $ 2,750.00 305 75 4949 Total Sci Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.80 DBPR Fee $3.15 DCA Fee $2.10 Education Surcharge $0.60 Notary Fee $5.00 Scanning Fee $9.00 Technology Fee $5.25 Windows/Shutters Fee $160.00 Total: $236.90 Payments Date Paid Amt Paid Total Fees $236.90 Credit Card 06/13/2019 $236.90 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws LZg-g'C'-0 nstr tion and zoni . Futher ore, I authorize the above named contractor to do the work stated. Signature: Owner / Applicant / Contractor / Agent Date June 13, 2019 Page 2 of 2 hl�l�ph��uti��u L �`I BUILDING PERMIT APPLICATION RECEIVE Miami Shores Village J N 042019 Building Department 1-1 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 201 Master Permit No. Sub Permit No. ❑ BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS .❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I -a 13 6 M L 0.22 Q Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: � D Flood Zone: BFE: �ry y FFE: �1 OWNER: Name (Fee Simple Titleholder): in 5--bU �1� Phone#:�O Address: 3I 8 0 rfa-h GOAka60, City: i13a�irllo f2 g State: I� L Zip: 3310 Tenant/Lessee Name: t Phone#: Email: l,.r( S—�"�(CY`-c'�1 QQ WotkOo . com CONTRACTOR: Company Name: 0 rX Phone#: Address: City: Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: Address: Zip: Phone#: Certificate of Competency #: Phone#: City: State: Zip: Value of Work for this Permit: $ j �. 60 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration IDNew ❑ P pair/1<teplace ❑ Demolition C� AI �1 1 rI t / f Description of Work: Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ _ DBPR $ Notary $ Double Fee $ Bond $ 0�3 TOTAL FEE NOW DUE $ -z-"36 . C7 A. Bonding Company's Name (if applicable) AID {\ P, Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 4ax"t, Signature OWNER or AGENT The foregoing instrument was acknowledged before me this �_ day of -J(J �,E 20 (" by J(� IAN NA MN—V E S ��TU who is personally known to me or who has produced lt— D� ��n '— U W "' as" identification and who did take an oath. NOTARY Sign: i5v —� Print: Seal: SINDIA ALVAREZ MY COMMISSION # GG 238273 �P EXPIRES: September 3, 2022 For F ° Bonded Thru Notary Public Underwdters ********************** APPROVED BY G Sign CONTRACTOR The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: / Plans Examiner Structural Review Nil ********************************************* Zoning Clerk t (Revised02/24/2014) I Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME:Jn & V ^ DATE: q ADDRESS: 3� W r�P/VIQelL I r'( IO Ar _f&V 11S , 3�! Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initer 2. 1 understand that building permits are not required to be signed by a property owner unlesshe is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I unde stand 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 perm?anontracts. Initial4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilay f1sobuild 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 opleaswhich violates the exemption. Initia5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the constru Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise pe )ons working on my building or residence. It ,is my responsibility to ensure that the persons whom I employ have the license required bylaw and by ou or municipal ordinance. Initial 1 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial - XK__ 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed con ctor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.htmi Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and uncle ands 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 an f 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 p n 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 QL4 day of U 20 By NA r�1411 who was personally known to me or who has Produced there License or-� (2-4 UG�Z_ �'� ���� as identification. ............ .! SINDIA ALVAREZ MY COMMISSION # GG 238273 OWNER NOTARY f &--v EXPIRES: September 3, 2022 � ,tbv 'K Bonded Thru Notary Public UnderWters Property Search Application - Miami -Dade County OFFICE OF s THE PROPERTY Summary Report Property Information Folio: 11-2136-001-0220 Property Address: 360 NW 112 TER Miami Shores, FL 33168-3300 Owner JO ANNE M CASH Mailing Address 360 NW 112 TERR MIAMI, FL 33168-3300 PA Primary Zone 0700 SGL FAMILY - 1551-1700 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,451 Sq.Ft Living Area 1,376 Sq.Ft Adjusted Area 1,401 Sq.Ft Lot Size 7,500 Sq.Ft Year Built 1955 Assessment Information Year 2018 2017 2016 Land Value $161,028 $161,028 $134,829 Building Value $97,510 $97,510 $97,510 XF Value $3,467 $3,502 $3,537 Market Value $262,005 $262,040 $235,876 Assessed Value $85,960 $84,192 $82,461 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment Cap Reduction $176,045 $177,848 $153,415 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description NEW MIAMI SHORES ESTS PB 51-80 LOT 6 BLK 2 LOT SIZE 75.000 X 100 OR 13904-2566 1188 5 a all Page 1 of 1 Generated On : 6/4/2019 Taxable Value Information 2018 2017 2016 ........... County Exemption Value $50'000 $50,000 $50,000 Taxable Value $35,9601 $34,1921 $32,461 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $60,960 $59,192 $57,461 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $35,960 $34,192 $32,461 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $35,960 $34,192 $32,461 Sales Information Previous OR Book- Pricepa Qualification Description Sale 9a 13904- Sales which are disqualified as a result of 11/01/1988 $0 2566 examination of the deed 11807 06/01/1983 $58,000 Sales which are qualified 1720 10780- 06/01/1980 $60,000 Sales which are qualified 1793 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http:/twww.miamidade.gov/info/disclaimer.asp Version: https://www8.miamidade.gov/Apps/PA/propertysearch/ 6/4/2019 MIAMaDiADE MIAMI-DARE COUNTY - PRODUCT CONTROL SECTION GULATORY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND RE AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Florida Accordions Corp. 14475 NW 26' Avenue Opa-Locka, Florida 33054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH.n. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reservp,tbp right to have this product or material tested for quality assurance purposes. If this product or wate> tal fails' to 4w1form xn .... the accepted manner, the manufacturer will incur the expense of such testing and &A � may. immediately . revoke, modify, or suspend the use of such product or material within their jurisdiction* .RF,&reserv"t0'haright to • • • • revoke this acceptance, if it is determined by Miami -Dade County Product Control 9mtxxr that this product Q; * 0 . material fails to meet the requirements of the applicable building code. 000000 ' • •' This product is approved as described herein, and has been designed to comply with the4Wryelocity hticane• •' Pb. • Zone of the Florida Building Code. .. "" " 0 0 DESCRIPTION: " HPMA / Performance System 2 " Aluminum Accordion ShutVr :: ; 000000 APPROVAL DOCUMENT: Drawing No. AD 10-28, titled "System 2 Aluminum Acoordian Shutter", sheets 1; through 10 of 10, prepared by MCY Engineering, Inc., dated May 13, 2010, last revision #4 dated AllriL24„2018,• signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Revision sf Hh with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS-201, TAS- 202, and TAS-203, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer on its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #16-0209.17 and consists of this page 1, evidence submitted pages E-I; E-2, E-3, E-4, E-5, E-6 & E-7 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MinrlFaa�e courrrY `j7J NOA No. 18-0410.03 Expiration Date: 04/23/2021 v 6 �Z8 Ito B Approval Date: 06/28/2018 Page 1 * Florida Accordions Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01-0328.02 A. DRAWINGS 1. Drawing No. 01-069, titled "HPMA / Performance System I Accordion Shutter", sheets I through 6 of 6, prepared by Tilteco, Inc., dated March 26, 2001, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. See Association's generic approval number 01-0026. C. CALCULATIONS 1. See Association's generic approval number 01-0026. D. MATERIAL CERTIFICATIONS • " • 1. See Association's generic approval number 01-0026. • E. STATEMENTS • • • • • • • • 1. Release letter issued by the Hurricane Protection Manufacturers Association, fted March 22, 2001, certifying this product to meet the criteria of prod' l Us' ted ansr • approved, and allowing Florida Storm Panels & Accordions; Inc. *p."* ee. the test reesults approved under Dade County Approval No. 01-0026, signed'by At. Afiiy, T. Robinson. • • . • • • 2. Acknowledgment letter by Florida Storm Panels & Accordions, Ite � aiaigd Mgrcll ;2, 2001, signed by Mr. Victor V. Cruz. i •.:..' 3. Letter by Tilteco, Inc., dated March 27, 2001, certifying that the drawing (No. 01- 069) prepared for Florida Storm Panels & Accordions, Inc., signed axed sealed by Walter A. Tillit Jr., P.E., is engineering wise identical to Hurricane Protection Manufacturers Association, Inc. generic drawing (No. 00-120). 4. Acceptance Letter issued to Mr. Victor V. Cruz on April ,16, 2001, and returned signed by Mr. Victor V. Cruz on April 16, 2001, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02-1203101 A. DRAWINGS 1. Drawing No. 02-481, titled "Performance System 1 Accordion Shutter", sheets I through 6 of 6, prepared by Tilteco, Inc., dated October 14, 2002, last revision #1 dated October 14, 2002 signed and sealed Walter A. Tillit, Jr., P.E. tilelmy A. Makar, P.E., M.S. Product ';Control Section Supervisor NOA No. 18-0410.03 Expiration Date: 04/23/2021 Approval Date: 06/28/2018 E - 1 , Florida Accordions Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Letter issued by Mr. Walter A. Tillit, Jr., P.E., dated December 04, 2002, stating that the only change from the previous approved drawings is general',note numbers I and 11. 3. EVIDENCE SUBMTTED UNDER PREVIOUS APPROVAL #00610SJ03 • • A. DRAWINGS ' 1. Drawing No. 05-344, titled "Performance System I Accordion SkmAter ", sheep I through 6 of 6, prepared by Tilteco, Inc., dated November 11, t95, last r;VMA 91 dated November 11, 2005, signed and sealed by Walter A. ?ifk7.'h , P.E.:"' •• •• .... B. TESTS 1. See Association's generic approval under 05-0323. ; • • •' • C. CALCULATIONS • 1. See Association's generic approval under 05-0323. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance ice. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05-0323. F. STATEMENTS 1. Letter by Tilteco Inc., dated November 14, 2005, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the drawing (No. 05-344) prepared for Florida Storm Panels & Accordions, Inc. is engineering wise identical to HPMA's generic drawing (No. 05-118). 2. Acknowledgment letter by Florida Storm Panels & Accordions,i Inc. dated December 14, 2005, signed and sealed by the Corporate Seal. 4Melmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 18-0410.03 Expiration Date: 04/23/2021 Approval Date: 06/28/2018 E-2 , Florida Accordions Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #07-03281.04 A. DRAWINGS 1. Drawing No. 07-05Z titled " Performance System 2 Accordion Shutter ", sheets I through 6 of 6, prepared by Tilteco, Inc., dated March 19, 2007, signed and sealed by Walter A. Tillit Jr., P.E., on March 21, 2007, B. TESTS 1. See Association's generic approval under 07-2513. C. CALCULATIONS 1. See Association's generic approval under 07-2513. D. QUALITY ASSURANCE • 1. By Miami -Dade County Building Code Compliance Office. •.. • ; .... E. MATERIAL CERTIFICATIONS . • • : • • • 1. See Association's generic approval under 07-2513. ***Gee; Gee* F. STATEMENTS • • ' • • .. .. 000 . 1. Release letter issued by the Hurricane Protection Manufacturers Association, . dated March 06, 2007, certifying this product to meet the criteria jfproduct, • , ; tested and approved, and allowing Florida Storm Panels & Ac4orojis, Int. to use the test results approved under Miami Dade County Approval No ! 07-A5-bl ; • signed by Mr. Henry Revilla. 2. Acknowledgment letter by Florida Storm Panels & Accordions, Inc. dated March 06, 2007, signed by Mr. Henry Revilla. 3. Letter by Tilteco Inc., dated March 21, 2007, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the drawing (No. 07-052) prepared for iFlorida Storm Panels & Accordions, Inc. is engineering wise identical to HPMA's generic drawing (No. 06-219). 4. Acceptance Letter issued to Mr. Henry Revilla on May 19, 2007 and returned signed by Mr. Henry Revilla on May 21, 2007, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. I3elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 18-0410.03 Expiration Date: 04/23/2021 Approval Date: 06/28/2018 E-3 .0000 f Florida Accordions Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #09-10U 08 A. DRAWINGS 1. Drawing No. 09-04Z titled "Performance System 2 Accordion Shutter ", sheets 1 through 10 of 10, prepared by Tilteco, Inc., last revision #1 dated March 19, 2009, signed and sealed by Walter A. Tillit Jr., P.E., on September 23, 2009. B. TESTS 1. See Association's generic approval under 09-0645. C. CALCULATIONS 1. See Association's generic approval under 09-0645. D. QUALITY ASSURANCE • • • • • • 1. By Miami -Dade County Building Code Compliance Office. • • . •' :' . E. MATERIAL CERTIFICATIONS • • • • • • • 1. See Association's generic approval under 09-0645. ' .... • • • • • • • ....... .... F. STATEMENTS ' • • • • • • • 1. Release letter issued by the Hurricane Protection Manufacturers•Askciation, • dated September 23, 2009, certifying this product to meet the criterW- of p Ct- tested and approved, and allowing Florida Storm Panels & AcUx1ai Inc. te- use the test results approved under Miami Dade County Approval No. 09-0643,0 • signed by Mr. Henry Revilla. 2. Acknowledgment letter by Florida Storm Panels & Accordions, Inc. dated September 23, 2009, signed by Mr. Henry Revilla. 3. Letter by Tilteco Inc., dated September 23, 2009, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the drawing (No. 09-042) prepared for Florida Storm Panels & Accordions, Inc. is engineering wise identical to HPM4 s generic drawing (No. 09-035). 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 10-093012 A. DRAWINGS 1. Drawing No. AD]0-28, titled " System 2 Aluminum Accordion Shutter ", sheets I through 10 of 10, prepared by MCY Engineering, Inc., dated May 13,'2010, last revision #1 dated September 05, 2010, signed and sealed by Yiping Wang, P.E. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 18-0410.03 Expiration Date: 04/23/2021 Approval Date: 06/28/2018 E-4 , Florida Accordions Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. See Association's generic approval under 10-0710. C. CALCULATIONS 1. See Association's generic approval under 10-0710. D. QUALITY ASSURANCE 1. By Miami -Dade County Building and Neighborhood Compliance Department. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 10-0710. F. STATEMENTS • • • • 1. Release letter issued by the Hurricane Protection Manufacturers 4%01 ciatibh,* dated September 30, 2010, certifying this product to meet the crt7eria',of pry a;c*,* ; •••••• tested and approved and allowing Florida Storm Panels, Inc. tq wj?.the test • • • • • results approved under Miami Dade County Approval No. 10-07J0, signed b}+AIr. 0 • : • • • Henry Revilla. .... .... ..... • 2. Acknowledgment letter by Florida Storm Panels, Inc. dated FO MMYP 10, 2027 0* ""� signed by Mr. Henry Revilla. •� •� •�•� ��•••• 3. Letter by MCYEngineering, Inc., dated February 02, 2011, signed CW sealed by ....:. Yipping Wang, P. E., certifying that the drawing (No. ADI0-28) prg pared fvr ; Florida Storm Panels, Inc. is engineering wise identical to HP1Lf11 's generte • ' drawing (No. AD]0-12). "" 4. Acceptance Letter issued to Mr. Henry Revilla on February 16, 2011 and returned signed by Mr. Henry Revilla on February 17, 2011, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0326.11 A. DRAWINGS 1. Drawing No. AD10-28, titled " System 2 Aluminum Accordion Shutter ", sheets 1 through 10 of 10, prepared by MCY Engineering, Inc., dated May 13,12010, last revision #2 dated March 16, 2012, signed and sealed by Yiping Wang, P.E. B. TESTS 1. See Association's generic approval under 12-0736: C. CALCULATIONS 1. See Association's generic approval under 12-0736. Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 18-0410.03 Expiration Date: 04/23/2021 Approval Date: 06/28/2018 E-5 r Florida Accordions Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. By Miami -Dade County Department OF Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 12-0736. F. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated March 19, 2012, certifying this product to meet the criteria of product tested and approved, and allowing Florida Storm Panels, Inc. to use the test results approved under Miami Dade County Approval No. 12-0736, signe4•b &Jr. Henry Revilla. : 000, '., 0000 2. Acknowledgment letter by Florida Storm Panels, Inc. dated Ma;�h f9, 2011;: • signed by Mr. Henry Revilla. • ..:.. 3. Letter by MCY Engineering, Inc., dated March 19, 2012, signed and sealed -by • • Yipping Wang, P.E., certifying that the drawing (No. ADI0-28) prepared fiW • • Florida Storm Panels, Inc. is engineering wise identical to HPVW§ generic : • • • drawing (No. AD10-12). • • • • • • • • 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 15'M151.10 .' • . A. DRAWINGS • • 1. Drawing No. AD10-28, titled" System 2 Aluminum Accordion Shutter ",sheets I through 10 of 10, prepared by MCY Engineering, Inc., dated May 13,'2010, last revision #3 dated March 20, 201 S, signed and sealed by Yiping Wang, P.E. B. TESTS 1. See Association's generic approval under 15-0430. C. CALCULATIONS 1. See Association's generic approval under I5-0430. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under I5-0430. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 18-0410.03 Expiration Date: 04/23/2021 Approval Date: 06/28/2018 E-6 Florida Accordions Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 16-0209.17 A. DRAWINGS 1. None. B. TESTS 1. See Association's generic approval under 15-0430. C. CALCULATIONS 1. See Association's generic approval under 15-0430. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS • • • • • • 1. See Association's generic approval under 15-0430. • • • • •' 10. NEW EVIDENCE SUBMITTED • • • • • • • A. DRAWINGS ' 1. Drawing No. AD10-28, titled " System 2 Aluminum Accordion-8butter ", sheet& -1 through 10 of 10, prepared by MCY Engineering, Inc., dated May 11, 2010,•tdst revision #4 dated Apri124, 2018, signed and sealed by Yiping Fdng,:P.E. • • B. TESTS • 1. See Association's generic approval under 18-0255. • . ; .. • C. CALCULATIONS 1. See Association's generic approval under 18-0255. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 18-0255. F. STATEMENTS 1. Letter of Compliance by MCY Engineering, Inc., dated April 24, 2018, signed and sealed by Ms. Yiping Wang, P.E., certifying that the drawing (No. ADI0-28) prepared for Florida Accordions Corp. is in conformance with the FBC, 2017 Edition. r-Relmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 18-0410.03 Expiration Date: 04/23/2021 Approval Date: 06/28/2018 E - 7 i. GENERAL NOTES: 6 S y 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE " (HVHZ) OF THE 2017 FLORIDA BUILDING CODE. 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOWER PIN SHALL BE t 14 x 3", 410-HT MINIMUM SERIES WI 135.0 kal YIELD TYPICAL ANCHORS: (SEE CHARTS FOR ANCHOR SPACINGT STRENGTH & 180 kai TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATINGS S AS MANUFACTURED BY WHITFORD Co, BOX 507. WEST CHESTER PA. 19381. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY WITH MINIMUM YIELD STRENGTH OF Fy=31.0 kai. TYPE A. 1/4" DIA. ITW TAPCON BY ITW BUILDEX st d Fu = 120 KSI, Fy - 92 KSI o tt 4. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE INTO CONCRETE fc'3000 PSI BEYOND WALL DRESSING OR STUCCO. 1-314" MIN. EMBED ,dyy 2-1/2" MIN. EDGE DISTANCE K V �+ 5. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. TYPE Al. INTO CONCRETE BLOCK =y 6. WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE, G = 0.55 AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO 1-1/4" MIN. EMBED F- ZZ THE STRUCTURE. 2.112" MIN. EDGE DISTANCE Z F F 7. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. TYPE B. 1/4%20 CALK -IN BY'POWERS' FASTENERS J q it BI = W 8. BOLTS TO BE GALVANRED OR STAINLESS STEEL WITH 38 kai MINIMUM MINIMUM YIELD STRENGTH. INTO CONCRETE fd-3000 PSI ? U ,. 9. COMPONENTS ARE PATENT PENDING. 7/8"MIN. EMBED 3" MIN. EDGE DISTANCE O0 qq Z 2H SHUTTER'S TYPE Bl. INTO CONCRETE BLOCK III 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE 718" MIN. EMBED >- WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE 3" MIN. EDGE DISTANCE 0 ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 11. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE TYPE C. 1/4" CRETE-FLEX $84 MASONRY ANCHOR BY "ELCO" CONSTRUCTION PRODUCTS FEMALE CENTER MATE BLADE (COMPONENT H ). ONE LABEL SHALL BE PLACED FOR EVERY OPENING. Fu - 120 KSI, Fy - 92 KSI LABEL SHALL READ AS FOLLOWS: INTO CONCRETE fc'=3000 PSI 'PERFORMANCE SYSTEM 2 ACCORDION SHUTTER" 1 3/4" MIN. EMBED FLORIDA ACCORDIONS CORP. 21/2" MIN. EDGE DISTANCE Lu OPA-LOCKA, FLORIDA D G MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED TYPE CI. INTO CONCRETE BLOCK TEST REPORT TAS-201, 202 & 203. 1 1/4" MIN. EMBED y 2 1/2" MIN, EDGE DISTANCE ZO = 12. (a) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) PREPARED BY THIS ENGINEER IS GENERIC. c a (0) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT NOTES' 0 < LL-A BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. WHEN EDGE DISTANCE EQUAL OR GREATER THAN 2"AND LESS THAN MIN. EDGE DISTANCE SPECIFIED ABOVE THE ANCHOR SPACE IN ANCHOR CHARTS ON THE 0 S 0 DRAWINGS MUST MULTIPLY BY FOLLOWING REDUCTION FACTOR: . U $ (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. Z C � O C ANCHOR TYPE A, & Al: REDUCTION FACTOR - 0.77 f 0 (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ANCHOR TYPE 8 & B1: REDUCTION FACTOR - 0.50 Q ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF ANCHOR TYPE C & Cl: REDUCTION FACTOR - 0.77 N RECORD, ACTING AS DELEGATED ENGINEER TO THE P.A.D. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR PLEASE NOTE THIS INSTALLATION ARE ONLY VALID FOR THE RESULTING ANCHOR SPACE i 0 REVIEW EQUAL OR GREATER THAN 3'. N (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT. N u •• ••• • • • • • •• 13. ULTIMATE LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO MAX. DESIGN LOAF IN THIS DOCWME;T. • • • • • t THE DESIGN LOADS SHOWN IN THIS DOCUMENT ARE ALLOWABLE DESIGN LOADS. • • • • • • • • • AT.L- • • • • • • • • • • • • • • • • • • • • PRODUCT REVISED ,„ ���,,R • �WFE1RyE -•' oaa a-u-ar • • • • • • • • • • • • >s wmBly_i06x•/lh thp.T7ai4,1.__ T �'__ G,fWJ(';�4..-. _,.r�"�i ama . Buiidin& Code- • " Aceoptanca •• ••• • • • • By _ • • • • • • • • • Miami • • • • • • • • • • t • d t Cqn ul �P•7' "iel • • • • • • • • • • MIAMI DARE COUNTY • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••• 0 0 1 or 10 �1 WAIL HEADER (& INVERTED) B CEILING HEADER 2.088' 1.450" .080• 1.Ba5" .09P' 3.545"--X OPTlONAL SLOTTED MOLE (SEE THRESHOLD TRACK %1ADJUSTABLE SILL ADAPTOR 5.089" b.000" .324' 4.500' 4.500" 3.984' � 1.028'1.853"1.033' O i R.0120) m ^? ni .3p4, g 2625" 0) G, MALE/FEMALE PERFORATED BLADE �+1 MAIEIMALE SOLID BLADE 121HOLES FOR Iwo. .. / POP RIVETS C WALL S LL 2 ae• .18T' 1.SB1` s88" 1.591" 7.273" .SOP, .b 1" .082' 125 ..082 TVP II S� gR..053 Y727" FLOOR SILL D 1 9�4E : 3/C . ," DFLOOR SILL SCALE : s/, _ ,- S. .324 4.500" vj ! 1.028"-T-1.853 ♦ R..012(4) .7660 F 1 � 0' MALE STA TER / � �MALE/FEMALE SOLID BLADE 3.000' 1.82' 22z" II II 40 BD 579 2.184" .943' 3.107" .324' 4.000" 3.431' H FEMALE ENTERMATE BLADE 1 MALE CENTER MATE BLADE SCALE: 3/8' _ I' t 1 SCALE : 3/b' . 1" �.125• ALUMINUM ANGLE M ALUMINUM TUBES S.S.M.S. S" MIN. 16"-13 .313'-�'-f d BIOR1lI9. 3. IL �2{ � THUMBSCREW •,♦� • • • } • • b n Q .590` T- .430" ••�II0. • tL• 6 • • • • I• • • • '•T� B•&S•PPLIOSSLE �M M b PLA9TIc bg • • • • • • • • ,^, I --- iwoe___ -_ /y LOCKING.PIN (OP_TLONAL)_-=1v:.- . -.* �-0 -__� �.. _- - _-� - _ �_- - _---- - - _ PRODUCT RroTn is nR vWt UTDFloritlu 0•� 9 �•,.344^ _ _ -__ _ 4�-1.500" r� sc•E : 3/9" - ,' I P Y� 6 Vlr DmI'l,' CoG¢ BRASS NICKEL PLATED 6l16" PJ X 1" S.S.M.S Acapla No o axyp J PUSH BUTTON LOCK J 1 W/ PLASTIC KNOB LOCK • • 1 _ . • 7 000• MufAS APPUC4BtE• • • -# w. Drt COMPONENTS 4 • •� ft • • • ALUMINUM ANGLI• • • • MIm9A uct 01 • • • • • • • • • • MUMl t -INTY ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6 2F 6'Z ZF Wz WZ 30 (3a W^� 0 u i OF 10 MAXIMUM DESIGN PRESSURE RATING "Pd" (PSF) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. MAXIMUM DESIGN LOAD "Pd"(PSF) MAXIMUM SHUTTER SPAN FOR ALL SECTIONS MINIMUM SEPARATION TO GLASS (in.) ALL SECTIONS MU -EL �•w E-ma 40 13'•2" W-1" 3.0 45 12'-9" 14'-l" 3.0 50 12'•5" 14'-l" 3.0 55 12'-2" 13'-5" 3.0 60 11'-11" 12'-10" 3.0 65 111-8" 12'-4" 3.0 70 11'-5" 11'-11" 3.0 75 1 T-3" 111-8" 3.0 80 11'-1" 11'-2" 3.0 85 19.10" 10'-10" 3.0 90 101-8" 101.6" 3.0 95 10'-3" 101-3" 2.875 100 10' 10, 2.875 105 9'-9" 8'-8" 2.825 110 9'-6" 9'-6" 2.5 115 9'•4" 9'-4" 2.5 120 9'-1" 9'-1" 2.5 125 8'-10" 8'-10" 2.6 130 8'$' 81-8" 2.375 135 - 811" 2.375 140 - 7-11" 2.375 145 - T-7" 2.375 150 7'-4" 2.375 155 - T-2" 2.375 160 6'-11" 2.375 165 8'-8" 2.375 170 - 6'$" 2.375 175 - 8'-4" 2.375 180 6'-2" 2.375 185 6' 2.375 190 - 5'-10" 2.375 195 - 5'-8" 2.375 (A"IOR ©OR( O+ OOR @ OR TOP / BOTTOM (OPTIONAL) TYPICAL ELEVATION N.T.S. INSTRUCTION: STEP 7 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON VELOCITY, BUILDING HEIGHT, WIND ZONE USING APPLICABLY ASCE 7 STANDARD. STEP CHECK SHUTTER A ITY� EI ORgGIVS4L1TTElt•SPAN USING CHARTS ON SHIEJ M)V SI, N OAp FFjQMCH4RT iiAS TO SE GREATER THAN IRESIGN WINO LOAflFROM 91"EF01. • • • •• • • • • ••• • STEP 3 USING CjAeS 91j4[1E9'%/:HFfi)•4AIEE:1*E"'FANCHOR TYPE PRODUCTPd -- ---_-----ANDSPACING SAS D'ON DESIGN -LOAD -AND "SHUTTER -SPAN- FOR THE - -8s coinplj�ngS ANCHOR DETAIL USED. Building Cale Accw— Nc ¢ire ' Dm •• • ••• • • • • • Mirka , • • • • • • • • • • MIAMI W ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • or ON SHEET t LOCKING IONS YipiNp .OF9d1 R Ilgh, • PE /55953 " au-b , aid a n Srroom W •-r pii > --AD10-28 1,1AY G iC s or 10 CONCRETE ANCHORS CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE) POURED CONCRETE (SEE SCHEDULE) REQUIRED OR CONCRETE BLOCK WALL REQUIRED 1114 x 3- S.S. S.M.S. W/ 7MG-0 EDGE OF SLAB 7/8" LONG NYLON BUSHING IF APPLICABLE (Typ. TOP S BOTTOM) 0 14. T' S.S. 0 A S.M.S.(Typ. OP S BOTTOM) 0 14 x 3" S.S. S.M.S. W/7/16'0 x _ B 7/0" LONG NYLON BUSHING (Typ. TOP 6 BOTTOM) 14. 2" S.S. B.M.S.(TYP. SEE SCHEDULE TOP 6 BOTTOM) FOR M. SEPARATION EE SCHEDU TOGLASS G °A® FOR Min. / _ZjCONCRETE ANCHORS ISEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED WALL MOUNTING INSTALLA i TO GLASS EXISTING Goss. D „ E OPTIONAL BUSHING TOP/BOTTOM) #14 x 3/4" S.S. OPTIONAL M.S. Q it O.C. 'BUSHING TOP/BOTTOM) 1•41 EDGE OF SLAB IF APPLICABLE REQUIRED (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION SECTION B BUSHING TOP/8OTTOM) 7E. D. IF -- IF APPLICABLE POURED CONCRETE REQUIRED REQUIRED !• 9" ON MAXIMUM DESIGN PRESSURE RATING "Pd" (PSF) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + MAXIMUM DESIGN LOAD 'PC(PSF) SHUTTER BPAN (" SECTION A(TOPIBOTTOM) SECTION B(TOP/BOTTOM) 91(BOTTOM) SUBSTRATE CONCRETE SUBSTRATE BLOC 9VB9TRATE CONCRETE ANCHOR TYPEA ANCHOR TYPES ANCHOR TVPEC ANCNpR -all ANCHOR TYPE CI MICIIOR TYPEA ANCHOR iVPEB ANClIOR TYPEC 60" 9 9 9 4 4.6 6 6 6 78 9 9 9 3 3.5 8 6 8 80 96 8 7.5 8 6 6 8 6 6.5 8 6 6 5 5.5 6 6 a 4.5 5 6 6 6 9 9 3.6 4.2 6 8 6 8.5 e - 3.z 6 6 6 65 t148"4.5 7 7.5 8 6 6 5.5 6 8 e 6 4.6 4.5 6 5.5 6 9 9 3.6 3.9 6 8 6 8 8.5 3 6 6 6 70 6.5 7 - 8 8 6 120' S.5 5 5.5 6 6 6 143" 4.5 4.5 4.5 S .5 5.5 8 80" 9 9 9 3 3.4 6 6 8 78 7 7 7.5 6 6 6 80 96 a 5.5 6 8 8 6 120" 4.5 4.5 5 6 8 8 134" 4 4 4.5 - 5.5 5 8 60" 7.5 7.5 8 - - 8 6 6 78 5.5 5.5 8 6 6 8 100 96 4.5 4.5 s 8 B 6 120" 3.5 3.6 4 5 4.5 8 ,� 95 60" 3.5 3.6 4 - 5 4.5 8 68' 3.5 3 3.5 4.5 4 5.5 NOTE: FOR LIGHT DUTY SHUTTER ON SHEET 9, MAX. SPACING SHOULD BE LIMITED TO 6" O.C. W � N O y LL • • • • • • • • EDGE OF S • •• • • • • • IF APPLICAA • • • • • • • • • • • • • • • • • • • • Y]PJNO WNiG, P.E. REGIyCS¢�TRATION oMa a-u�• • • . • • • • • • • • • • PRODUCT REVISED the Flmid�_. -----_-- _� _ _ a;_cemplyin8 Wl6l R.ikhns Acczpwstce No�� Exp:rotion Datog _ �I�\ _115288- - 11 \ •'l,''.4 0 i ?U�B ', * No 55983 pM>r► ao ec-wr Im usr HORS R • • • • • • • • • • • • • • • 00. 7'^,�i�� ny ),4�, dut " /� ATE F- -ttxAs•P xa ON •• • ••• • • • • • • 1i n A010-28 • • • • • • • • • • MIAMI DADE COUNTY ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCI (SEE SCH}a,EDULE) r L ANGLE L1 CAN BE INVERTED SEE SCHEDULE R Min. SEPARATION TO GLASS EXISTING GLASS.- 1/4' 0.20x314" S.S. BOLTS W/ NUT 8 WASHER O V O.C. OR •/4 x 3/4" S.M.S. 9" O.C. 1" Min�--I' lii'14 z3" S.S. S.M.S. W/ 7/16"0 x WE" LONG NYLON BUSHING �j(T",TOP BBOTTOM) 014 x Y"S.S. S.M.S. (TYP. TOP 8 BOTTOM) MAXIMUM DESIGN PRESSURE RATING "Pd" (PSF) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + MAXIMUM DESIGN LOAD Pe (Psi SHUTTER SPAN INOI) SECTION C TOP/BOTTOM SECTION Cl BOTTOM SUBSTRATE CONCRETE SUBSTRATE BLOCK SUBSTRATE CONCRETE SUBSTRATE BLOCK ANCH "PEA ANCHOR TYPED ANCHOR TYPEC ANCHO TYPEAI AN.HOR T19E E1 ANCHOR TYPE Cl ANC TYPEA ANC TYPE! ANCNOR TYPE. ANCHOR TYPE Al ANCHOR TYPEBI ANCHOR TYPECI 50 60" 6 6 0 4 5.5 8.1 6 8 6 4 8 8.1 78" 6 6 6 3 4.6 6.3 6 6 8 3 4.5 6.3 90. 6 8 6 - 3.6 8.1 6 6 6 - 4 5.1 120" 6 6 8 4.1 8 6 6 3 4.1 144' 8 6 6 - 3.4 6 8 0 3.4 154" 6 8 6 3.2 8 0 6 3.2 60" 6 6 6 3.7 6 7.5 6 6 6 3.7 5.5 7.6 78 6 6 8 4 5.8 6 6 6 4.5 5.8 65 96 6 6 6 3 4.7 6 6 6 3.5 4.7 12V 6 6 6 - 3.8 6 6 6 3.8 148" 8 6 6 - 3.1 6 6 6 3.1 80' 8 6 6 3.4 5 7 6 8 6 3.4 5.5 7 78 6 6 6 3.5 5.4 6 6 6 - 4 5.4 70 96 6 6 6 3 4.4 6 6 6 3 4.4 12V 6 6 0 - - 3.5 8 6 8 - 3.6 143' 6 6 6 - - I - 6 6 8 ' 60" 8 6 6 4 1 6.1 6 6 6 4.5 6.1 78 8 6 6 3 4.7 6 6 0 3.5 4.7 80 96 6 6 6 3.3 0 6 8 3 3.8 120" 6 6 6 - 3.1 6 8 6 3.1 134' 6 5.5 6 - 6 6 6 ' Sir8 6 3.6 4.9 8 6 B - 3.5 4.9 ,� 78 6 6 3.8 6 6 6 - - 3.8 00 96 6 6 3.1 6 8 6 3.1 120" 5 5 6.5 - - 5 5.5 6 80' 5 5 5.6 - - 5 5.5 195 1 Be, 4.5 4.6 5 5 5 1 5.5 AGLE L7 ANGLE ' CAN BE TED I- CAN BE INVERTED �$ E D JINI'VCR POURED CONCRETEIONAL OPTIONAL BUSHING OR CONCRETE BLOCK WALL REQUIRED I BUSHING 2 TOPIBOTTOM) b ITOP/BOTTOM) • • • • N14 x 314' S.M.S. � 1" Min. --,M L • • • ,.� • 1• W," 0-20x3/4" S.S. BOLTS W/ NUT S WASHER ® 9" O.C. • • • i' MIn.F • • • DR11Y4 x 3/4"S.M.S. O.C. • • • • • • • O 20x3 4" S.S. SILTS ® 9" - - CONCRETE ANCHORS (SEE CONCRETE -ANCHORS - - • • • • • WLNUT..6 WASHER.Q IT O.C. OR M14 x 3/4" S.M.S. POURED CONCRETE SCHEDULE) (SEE SCHEDULE) ®g' O.C. OR CONCRETE BLOCK WALL REQUIRED BUILD -OUT INSTALLATION • • • • BUILO-OUT INSTAL4TION SECTION C • • • • . • • • • SEC O • • • • • 000 • • • • • • :0• ... . . . . ... . . PRODUCT t-d0W -Rf.GOi. P.E. ppEE /53983. . 0A]E E-iFu %r�:J.iYi; �jja3 f pM1R aP (,1 noa.� Igor u- ERA1p. x0 T 5 OF 10 iinliiln)\\ ANCHORS AT TUBE END SEE CHART BELOW SEE SCHEDULE P aa.0 FOR Min. SEPARATION ~ k TO GLASS I�jI O ALUM, TUBES SEE CHART ON RIGHT #14 SELF DRILLING SCREW (M 6" O.C. TYP. ALUM. TUBE SIZE OPEN'G WIDTH MAX. HEIGHT DESIGN LOAD (PSF) ANCHOR TYPE "A" ANCHORTYPE'C" 2"x2NIIB" 42" 88" 65 85 2'X8k1/8" 60" 88" 65 65 78" 88" 57.3 82 2"x4'k118" 78' 84" 80 65 78' 77-' 65 85 MAX. DESIGN LOAD FOR TUBE SIZES & ANCHOR TYPE USED SEE CHART ABOVE 3" MIN. .3" TYR r� ALUM. TUBE OR ANGLE —MAX. WIDTH — SHUTTER OPEN'G WII `—ALUM. TUBE OR ANGLE W TOP / BOTTOM (OPTIONAL) O = o d 1} 0 V V QLL� i _0 Z o His C Q Q MAXIMUM DESIGN PRESSURE RATING "Pd" (PSF) AND - a i O CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + F $ \ N 0 `POURED CONCRETE CONCRETE ANCHORS OR CONCRETE BLOCK (SEE SCHEDULE) WALL REQUIRED BUILD -OUT INSTALLATION - - -- - --------SECTION -M--- - --- - OPTIONAL f BUSHING l TOP/BOTTOM) —1" Min. I NOTCHED 1/4" 0-20x3/4" S.S. BOLTS OPTIONAL W/ NUT & WASHER 6 9" O.C. POSITION OR 014 x 3/4" S.M.S. Q 9" O.C. OPTIONAL: FOR ANCHOR INTO GROUT FILLED CONCRETE BLOCK fcW-1500 PSI USE (2) - 3/8" KWIK- BOLT 2 1/2" MIN. EMBED INTO CONCRETE BLOCK 4" MIN. EDGE DIST. AND 4" SPACING MAXIMUM DESIGN LOAD YB'(PSF) SHUTT9t SPAN* � SECTION M BOTTOM SUBSytAT`C RE ANCfAR SPANING(iy • • •LICHOR TYV A C --- --. - 65 60" 11.11 • • 90 • -- 72" ------- ------ 7 -- — 7.5 84" 6 6.5 � J y LL • • PRODUCTREVISED • • • as rnmnlYi tg iththcFlarids- —� -- - ODilding Code Ampl n No Erpi Hon Dcr� • • • • • • • • • Miami D • • • • • • • • • • MWAI DA • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TAT ls�Y<4RIID tL'T w AD10-28 ' 'NAL. ° \\\� B Gr ID05 n[EET[ac,aPs o,re E. r� ov6vanra�wE-"— �yarvnµNaE SECTION al (& G 1 1 G .ro' -m Ts• •n/W"XUNT.E SECTION E NULT/PLE SHUTTERS) 0 1 �ano"n © 1 a QJ (SEE NCnE8) 1 H avEMofrmwunonm EEFpl NutlE umµ va>� CwwEM, E , .cRm1 > SECTION E1 - a J7 COOv,E,E aE0MF0 00 1r0.40.0R v,E0 aE POfaMf •,f O. C. wat END CONNECTION DETAIL nu TwE Er.ETsoxs,�: yr SN ERp.I T"EEf G uuui � oaEOE 1 '0.0. COaCREIEM'UIOa0. EA9F w.�0.0a 11r0 EA HNIE .roaanETeo /SOMETRlC ,(CORNER POST) G ••a�%+� • • 11. AT TIC �WTTW SEASSI SFC�T/ON•• • • • • • • • • E:SC-M • • • • • • • • •• ••• •• • • • •• •• • ••• • •0 0 • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • ••• • • • •• •• . NOTES FOR LOCKING OFOH & 1-PUSH BOTTOM LOCK QMAY BE USED FOR INSTALLATIONS SECURED FROM THE OUTSIDE ORJNSIDE OF SHUTTER. WHEN INSTALLING (J) FROM THE O SIDE, A /8"0 HOLE SHALL BE DRILLED AT H AND t, MUST BE RIVETED FROM THE ACK OF H TO THE FRONT W/ (2)3/16"0 ALUM. POP RIVETS. A 318I HOLE MUST THEN BE DRILLED A3T 1 TO ALLOW FOR J 'S PIN TO PASS THRU. KNEN INSTALLING �Jy FRI&E THE INSIDE, J RIVET MUST BE TO W/ (2)3/16"0 ALUM. POP RIVETS. A 3(@"0 HMUST THEN BE DRILLED THRU H AND TO ALLOW FOR JO'S PIN TO PASS THRU. 2-5/16"x1"LOCK J1 MAYBE USED ALTERNATIVELY TO Q LOCK FOR INSTALLATIONS SECURED FROM THE OUTSIDE OR INSIDE OF SHUTTER. IN THIS ASE, A 5/16"0 HOLE SHALL BE DRIL ED THRU Qj AND ©1 . HOLE DRILLED TO H1 SHALL BE TAPPED TO ACCEPT 18 THREADS PER INCH MACHINE SCREW. NOTE: END CONDITIONS SHOWN CAN BE INTERCHANGEABLE. wXjf—w_ PRODUCT REVISED - -- --- - -m-complying wilh7lEe l %ilding Cud. lcccptanee ibla�. b 3. 2" IL IL 3.250' NYLON CAP DETAIL ' f83 Jo SSo d wt� Z to 0.W dt 7. In Im I N W= W Z u AD10-28 7 or to 01 K f-0ORO .a t Nha�. •('• � I'll `.M: ,a� `�( by �, ,y .Ln ira• ,.S• '�f � f � • t'�' �Jp, F�' �� GYM'. 'r j a� G' G G' G G' G' rG G' G G' G G' G G G G G' G or or or or or or or or or or G G1 G1 G 1 G1 G G G G1 ©OR©ORJ I' , ' , �1� , pO. OOR 0 OR® TOP // 00770M (OPTIONAL) TYPICAL ELEVATION F1 OoR J1 - SEE NOTES ON SHEET 7 OF 10 FOR LOCKING SPECIFICATIONS 04 IRAN R • • • • • • • • • • • • • • • • QYPICAi. G' PERFORATED • • • • • • • '58kDE ELEVATION TYPICAL SHUTTER PLAN GENERAL G 1. LIMITATIONS AND CONDISTIONS OF USE FOR OR G1 BLADE ACCORDIAN SHUTTER SYSTEM WORKING IN UNISON WITH G' BLADES, MAXIMUM SHUTTER SPAN AND PRESSURE RATING, MAXIMUM ANCHOR SPACING AND MINIMUM SEPARATION TO GLASS FOR G'AND GV WORKING IN UNISON WrTH G AND GI ARE AS PER SCHEDULES ON SHEET 3, 4, 5 S 8. 2. MAXIMUM PERFORATION AREA AT G. GVIS32.825".0.28"AND MUST BE LOCATED WITHIN THE CENTRAL 50% OF THE BLADE SPAN. PERFORATED BLADES G, G1 MUST BE SOLID AT THE TOP AND BOTTOM 25% OF BLADES SPAN, 3. PERFORATED BLADES G', GT SHALL BE INSTALLED AT EVERY OTHER BLADE (FREQUENCY). 4. CENTERMATES H. H1 MUST ALWAYS BE ACCOMPANIED BY TWO SOLID BLADES G. G1 AT EITHER SIDE OF EACH CENTERMATE. 5. STARTERS AND CENTERMATES MUST BE ALWAYS SOLID. 8. STARTERS CONNECTION TO EXISTING BUILDING OR TO ENDICORNER TUBES MUST BE AS PER DETAILS INDICATED ON SHEET 7, SECTION S-S THRU G MALE/FEMALE BLADE Plm� •• • • • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • 00 • • • • • • • ••• • • • • ••• • • • ••••• • • • • • • ••• • • • •• •• P. 0- .30 M ' O a o_ n .11 TYP. PRCinClCCT' REVISED with tlk Flntado Bwldi s Code , _ A- N0 s598 D , P1411� ror u STATE it�'•C ,\\B Of LO � •.�RI,IA,•' Lf l7 A "c a pp,®p,p LIGHT DUTY SHUTTER WALL MOUNT, CEILING AND FLOOR INSTALLATIONS p- W/ Al A2 A3 TRACKS, CENTERMATE HL & BLADES G, G1 P,Q dRG „ CONCRETE ANCHORS µl ZZ- G 0'r Q C. < POUREDCOMPETE 100" G REQUIRED 1 103^ too, NOTE: 1 3" I END CONDITIONS SHOWN 11 O CAN BE INTERCHANGEABLE. 'SEE , TOP IBOTT (OPTIONAL) TYPICAL ELEVATION MAX. SHUTTER SPAN R" MAX DESIDN PRESSUfl EJ 60" H•76 ►SF 108" H•70 P8F CONc..ANCHORS (SEE SCHEDULE FOR POUREDCONCRETE SECTION A ON PAGE 4) MAX. SPAC NG LIMITED TO CONCRETE ANCHOR (SEE SCHEDULE FOR OR CONCRETE BLOCK WALL 6"O.C. SECTION A ON PAGE4 MAX_ SPACING LBAIIED TO REGU11 ED F 14 x r B.B. B.M.S. ?IV LONG NYLON W 7IT&V x BUSHING (T"'. TOP 6 BOTTOM) 014 x 7'B.S. .. F9 / S.M.S. BOTTOM) j'� TOP 6 BOTTOM) WALL MOUNTING INSTALLATION SECTION L1 IWIEi3 "1 POURED CONCRETE REQUIRED EDGE OF SLAB IF APPLICABLE 0 M x 3" S.B. S.M.S. W VIVO, 71V LONG NYLON BUSHING (Typ. TOP S BOTTOM) 614xr S.S. 3.M.B.(TIP. TOP 6 BOTTOM) M SECTION G-G —POURED CONCRETE REQUIRED R 12 —CONCRETE ANCHORS � k Bi GIVO.C. 810 x W4• S. M. S. OR Nis D ALUM, POP RNET a IV 0. C. R ;Nl' OR 11r OR i 17r x 11/7'OA IlWx3.ORr x r ORrxr ORrx4' OR 2' x V x.056• MIN. THICK ALUM. MOLE .ni O� to 3.451' 3.Bz8' 3.3BB' .05 ' 1.720' b3' 3.763" .05 ' 1.73(' Is" Rya Rom• 0 BIT �1.33� 636. " 61 2.0W 1 —VI .0 ' .0 3" .Al . /1WALL HEADER (S INVERTED) &EALLHEADER I& INVERTED) LIGHT DUTY LIGHT DUN 1.620. 730' 057 .051F-T- 1.Sol" a 0750 2.015' 3.836" .0 3" .+11 n CEILING HEADER (SINVERTED) HL E TERB E LIGHT DUTY LIGHT DUTY OPTIONAL BUSHING Z TOP/BOTTOM) M1�xy "S.S. • S. 179C. • ' • • ,• DO SLAB • • FA ICTLE • • • • • • • • • • • • • • • • • f • UN.ETE ANCHORS DUPED CONCRETE (SEE SCREW LE FOR EOUIREO SECTION A ON PAGE 4I • • • • • MAY PACING UMIWD TO S.O. CEILING &FLOOR;MUNTIILINSTA4 10 • • �l AI SHEET S C ON • • • • • • ••• • • • • ••• • • • • •• •• ••• • MAY 10 7 7/ NO 5' ,•/ STATE 05// 114' 0 LAG SCREWS 0 8" O.C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE # 14 x 3" S.S. S.M.S. W/ 7116" 0 x 7/8" LONG NYLON BUSHING (Typ. TOP & BOTTOM) A #14 x2'S.S. ox Pi l S.M.S.(Tvo. 114' 0 LAG SCREWS 0 8" O.C. WI 1 1 /2' Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE 1 1"Min. la" 0-20014" S.S. BOLTS E Wl NUT & WASHER 0 9- # .4 x 3" S.S. S.M.S. B WI 7I18"0x718" o LONG NYLON BUSHING (Typ. TOP & BOTTOM) #14x2"S.S. WOOD HEADEFiI �JI 'Ul-0on® WOOD HEADER S.M.S. BOTTOM) REQUIRED J'IL`-+III—may''' III EXISTING WREQUIREDDHE & BOT70M) LASS: I SEE SCHEDULE _ GLASS. SEE SCHEDULE OR Min. SEPARATION. FOR Min. SEPARATION - TO GLASS "R TO GLASS ALTERNATIVE 1 ALTERNATIVE 3 4 uO0 2'x 4" k EXISTING WOOD PLATE (wl. 2k4" n S GLASS. REQUIRED. EXIST) �oR/� WOOD PLATE GLASS-.') F'I REQUIRED. PTIONAL I — I --kBUSHING .. (TOP/BOTTOM) C 114"LAG SCREWS 06"O.C. W/ 1 1/2' Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE ('1 I WOOD STUD 0 24 O.C. y 1( MAX. REQUIRED. S� 1/4" 0 SELF DRILLING SCREW (GRADE 5) 0 8" O.C. WOOD TRUSSES OR RAFTER 0 24" O.C. REQUIRED 1/8' x 4` (Min.) 6063-T6 Alum. PLATE W/ (3) 511W 0x4' LONG -ELCO` ULTRACON TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, _ (2" Min. NOMINAL WIDTH) W/ 2 1/2' Min. THREADED PENETRATION. # 14 x 3' S.S. S.M.S. W/ 7/16" 0 x 718" LONG NYLON BUSHING SEE SCHEDULE FOR (Typ. TOP & BOTTOM) 14 x 2"S.S.TO GLAST—v­ * -S.M.S. (Typ. TOP & BOTTOM) 7rnx,,.. TO GLASS GLASS. OPTIO BUSHING NAL EXIST) TO GLASS (TOPIBOTTOM) GLASS. �114" 0-20x3/4" S.S. BOLTS W/ NUT & WASHER 0 9" O.C. 1 OR #14 x3/4" S.M.S. a 9- O.C. 1 IW LAG SCREWS 0 8" O.C. W/ 1 1/2" Min, THREADED PENETRATION 1 1 11 fO • • TO EXISTING WOOD STRUCTURE 1/4" 0 LAG SCREWS 0 6" O.C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE 1/4" 0-204/4" S.S. BOLTS y" I W/ NUT & WASHER 0 V O.C. EXISTIN �7S 1" GLASS. Min'# 14 x 3' S.S. S.M.S. r W/711W 0x 7/8' L g LONG NYLON BUSHING o� (Typ. TOP & BOTTOM) 1 f-1 #14x2'S.S. LJ-LI S.M.S. (Typ. TOP WOOD HEADER & BOTTOM) EXISTING EQUIRED � GLAS__ S. SEE SCHEDULE -V°"® FOR Min. -SEPARATION _._._ ____ ___-.-2N4--WOODPLATE- TO GLASS REQUIRED. ALTERNATIVE 5 LL WALL MOUNTING INSTALLATION (OFFSET) SECTIONS A SCALE: 1/4"=1' ry OPTIONALvp;� BUSHING(TOPIBOTTOM) #14 x 3/4" TO EXISTING WOOD DECK. S.M.S. 0 2' x 8" WOOD DECK 12" O.C. REQUIRED (NO FINISH ALLOWED) ALTERNATIVE 3 ALTERNATIVE 4 1/4" LAG SCREWS 0 8" O.C. W/ 1 1/2`2" x 6" WOOD DECK Min. THREADED PENETRATION REQUIRED (NO FINISH ALLOWED) TO EXISTING WOOD STRUCTURE ALTERNATIVE 2 WALL MOUNTING INSTALLATION (OFFSET) 014 x 2" S,S. SECTIONS B SEE SCHEDULE F R Min. SEPARATI D S.M.S. SCALE: 1/4"•1" TO GLASS NOTE: i N WALUFLOOR/CEILING MOUNTING SECTIONS CAN BE E "t i OPTIONAL COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1.� � BUSHING NOTES: w 7 - #ta x 34° S.S. S.M.S. 012" O.C. 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WITH DESIGN WIND SPAN. 'Min k LOADS LESS THAN OR EQUAL TO 70 p.s.f. AND 9'"0" Max. SHUTTER I • liw%IW0xy4" SS.BO S 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN i • Wl NWf &#/AVER&L e4p.00 � • • • PINE No. 2, W/ SPECIFIC DENSITY OF 0.66 OR EQUALIGREATER. 1` • OR #•1 x 3I40S#M.S•0 %O.C• • • ' 111 • �• • • • • • • • • • •� !®aay C.%/ 11/2' On,�THREADED P ETRATION TOEXISTIRG VkO"RUCTURE ED plyinK 1141,ANkb /y4jLAG 1 i •/ _ __ _ _ _ _ _ -_ _asRcon hS11CFlmiu.-]1.::. 0! ``BmmmB(odo i` 1 U Q ptto-. „ 1FGil _ No 55983 4VEMPTIVE b • • • • ••• • • • • • • • • • • • • • • • •• • • IF ST � ADO 21 GR.API--/eC SCALE 20' 10, 0 10, 20' (IN FEET) I INCH = 20 FT. LEGAL ®ESCRJPTION: LOT G, BLOCK 2, OF "NEW MIAMI SHORES ESTATES", ACCORDING TO THE FLAT THEREOF, AS RECORDED IN PLAT BOOK 5 1, AT PAGE 80, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PROPERTY AOORESS: FOLIO NO. I 1 -2 1 3G-001-0220 3GO NW 1 12 TERRACE MIAMI, FL 331 G8 AREA OF PROPERTY: 7,500 SQUARE FEET AND/OR 0. 172 ACRES MORE OR LESS. CERT/F/EO TO: THIS BOUNDARY SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAME HEREON. THE CERTIFICATIONS DO NOT EXTEND TO ANY UNNAMED PARTIES. - JEROME STUART SURVEY(DR'S rJC)TES: v_J_kM_J_h DIN SUM 50' PUBLIC RIGHT OF WAY _ N.W. _7 1 2T_H TERRACE 29 A5PHALT PAVEMENT BLOCK CORNER O I nT Iai nor o 1 0' PARKWAY ) THE ABOVE.CAFTIONED PROPERTY WAS SURVEYED AND DESCRIBED BASED ON THE ABOVE LEGAL DESCRIPTION: PROVIDED BY CLIENT. 2.) THIS CERTIFICATION IS ONLY FOR THE LANDS AS DESCRIBED. IT 15 NOT A CERTIFICATION OF TITLE, ZONING, EASEMENTS, OR FREEDOM OF ENCUMBRANCES. ABSTRACT NOT REVIEWED. 3.) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS BOUNDARY SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF HIS COUNTY, EXAMINATION OF ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY AFFECTING THI5 PROPERTY. 4.) ACCURACY: THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN FLORIDA MINIMUM TECHNICAL STANDARDS (5J- 17.51 FAC), 15 "RESIDENTIAL".THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO D(CEED THI5 REQUIREMENT. 5.) FOUNDATIONS AND/OR FOOTINGS THAT MAY CROSS BEYOND THE BOUNDARY LINES OF THE PARCEL HEREIN DESCRIBED ARE NOT SHOWN. G.) TYPE OF SURVEY: BOUNDARY SURVEY 7.) ELEVATIONS SHOWN HEREON ARE BASED ON TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D.29) 8.) ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD U.5. FOOT 9.) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK ON THE HEREIN DESCRIBED PARCEL FOR BUILDING AND ZONING INFORMATION. 10.) UNDERGROUND UTILITIES ARE NOT DEPICTED HEREON, CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK OR CONSTRUCTION ON THE PROPERTY HEREIN DESCRIBED. SURVEYOR SHALL BE NOTIFIED AS TO ANY DEVIATION FROM UTILITIES SHOWN HEREON. 1 1.) ENCUMBRANCES NOT SHOWN ON THE PLAT. 12.) THE WRITTEN CONSENT OF LANDMARK SURVEYING 4 ASSOCIATES, INC. UNDERGROUND PORTIONS OF FOOTING, FOUNDATIONS OR OTHER IMPROVEMENT5 WERE NOT LOCATED. 13.) ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED. 14.) WALL TIES ARE TO THE FACE OF THE WALL. 15.) FENCE OWNERSHIP NOT DETERMINED. I G.) BEARINGS REFERENCED TO LINE NOTED AS B.R. 17.) BOUNDARY SURVEY MEANS A DRAWING AND/OR GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD. 15.) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. 19.) THE SOURCES OF DATE USED FOR THE PREPARATION OF THI5 BOUNDARY SURVEY IS'NEW MIAMI SHORES ESTATES' RECORDED IN PLAT BOOK 51 , AT PAGE 80. 20.) THIS MAP OF SURVEY IS INTENDED TO BE DISPLAYED AT A SCALE OF ONE INCH EQUALS 20 FEET OR SMALLER. - 12.001 p , O (XI v Y oo (L Z y J z p ONE-STORY m _ O O RESIDENCE In N ❑ z No. 3G0 � Z El CL 0.45� � 4�.05' O.O L' CONCRETE; ' R m S, x —" 5.50' DOG CAS�� O I=- X rz 5' 51DEWALK FOUND S IRON PI SS, (NO I LOC.4T/O/V MAP SF('TInN .'lG TnWNSHIP .52 SOI )TH, RANGF 41 FAST LYING AND BEING IN MIAMI-DADS COUNTY FLORIDA (NUT I SGALE) 1jj I --1 2NW 111TH TER. _ rr O O O m 2.15' WEST 7.50' O Ll oa x 2.00' ❑ J , o i) O 03 ❑ �� om J (L I 7.50' x z C 1 .93' 2� EAST o.20' REClTlV D EAST ---- .-_ _-_- -z-%-X.-.__._ - x- --__ JU 04 2019 FOUND 2° IRON PIPE 75.00' I O' ALLEY = r POUND' 8.5' A5PHALT . p IRON PIPE v (NO ID.) P.B.51 - PG. 80 z (NO ID.) BYY- BY-2 — — — — — — — — — — — — — — — — — — —------- SURVEYOR'S CERT/F/C.AT/ON: I HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE AND BFUFF THAT I"FJ5 "MAP OF BOUNDARY SURVEY" IS A TRUE AND CORRECT RPPRE5ENTATIOr1 OF A 5URVFY PREPARED UNDER MY DIRECTION. THAT IT MEETS THE STANDARDS OF PRACfICF AS =ET FORTH BY THE STATE OF FLOR)DA BOARD OF PROFESSIONAL LAP - R',_kYORS iN CHAPTER 5J- 17.050 THROUGH 5J- 17.052 OF THE FLORIDA ADMI�If TRATIVE.CODE ANA ITS IMPLEMENTING LAW, PURSUANT TO _t _/ CHAPTER 42.02,.-9LORIDA STUTE.tr NOTES: Jl/� "` N- I = A PORTION OF THE FENCE ALONG THE EAST BOUNDARY LINE FALLS OUTSIDE THE PROPERTY. SIGNED POP, THE FIRM ARTURO MENDIGL' RAI, P.S.M' P.5.M. No. 5844-STATE OF FLORIDA NOT VALID WITHOUT TH .SIGNATURE D THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVYYO ,�D MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTH THAN THE SIGNING PARTY OR PARTIES 15 PROHIBITED WITHOUT WRITTEN CONSE T OF THE SIGNING PARTY OR PARTIES IN A DIGITAL FORMAT NOT VALID WITHOUT AN AUTHENTIC ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL. suravc-vim a �ssooarEs, wc. B No- 7633 PROFESSIONAL SURVEYORS AND MAPPERS 1435 S.W. 87th AVENUE, 5UITE'201" MIAMI, FL 33174 PHONE: (305) 55G-4002 FAX: (305) 55G-4003 WWW. LMSUP VEYI NG.COM EMAIL-LANDMARK5URV EYI NG@HOTMAIL.COM ABBREVIATIONS AIVO LEGEND A/C =DENOTES AIR CONDITIONING UNIT APPR. =DENOTES APPROXIMATE A5PH. =DENOTES ASPHALT =DENOTES PROPERTY LINE B.M. =DENQT ENCH MARK C.B.5. =DELI NCRETE BLOCK STUCCO CONC. =DENQT� CRETE • • • • • • L. • =DENOTES LIGHT POLE •Ce • =0EN(0TE9QATCH BASIN • -DEMOTllClllTERIJNE • • • =DENOItS MONUMENT•IME• • • • L, �1�y =DENOTES LAKE 4 MAINTENANCE • EASEDENQMT�E15Rfp • • D - E�RIRJ� � =DF�JQbTT�E!5 U_ HOLERAINAGE • �(Dj� lKl • pr)Rjll =DEE1NSIA •�F�jj•,, • �� JCJp�pCA15RD OD ���PP,�• • =DENOTT� QRlITY EASEiUEtS(-E• P =OC119TfG PLAT BOOK • • • • • • PG. -DENOTES PAGE • �'P•t�r. =DENOTE* PERMANENT CONTROL POINT P.O.E =D140TE5 9101NT OF 1369 1.1G • TYP• =D"IIES "ICAL =DENOTES MEAN HIGM"jjFj jjhe —.. — =C(N4TE5•y(OOD FENCE • —■— _DE""CHAIN LINK FENCE ^ =DENOTES IRON FENCE 0 =DENOTES FOUND IRON PIPE (NO ID.) 0 =DENOTES FOUND NAIL AND DI5C _ =DENOTES ASPHALT PAVEMENT =DENOTES BRICK =DENOTES CONCRETE PAD ALL BEARINGS AND DISTANCES SHOWN HEREON ARE RECORD AND MEASURED UNLESS OTHERWISE NOTED. FLOOD ZONE: X IW ELEVATION: N/A COMMUNITY: 120G35 PANEL: 1208GCO139 V) DATE OF FIRM: 09- 1 1 -2009 SUFFIX: L ORIGINAL FIELD Q WORK SURVEY 02-23-201 8 DATE ® BENCH MARK: N/A Z ELEVATION: N/A ® DATE DRAWN BY SCALE 02-28-2015 M.G. I "= 20' LL ® REVISION / UPDATE OF SURVEY DATE DESCRIPTION Q WA WA JOB No. 1802-214 �