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WS-17-1280Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Perm I' Issue Date: 7/1 Permit NO. 'WS--17-1280 Permit Type: iNitidowelShutteis Work Classification: Shutters Permit Status: APPROVED /2017 Expiration: 01/07/2018 Parcel Number Applicant 1410 NE 102 Street Miami Shores, FL 33138- 1132050240210 Block: Lot: DAVID/ JEFFREY BRIGGS/ MATT Owner Information Address Phone Cell DAVID/ JEFFREY BRIGGS/ MATHEWS 1410 NE 102 ST MIAMI SHORES FL 33138-2622 (305)762-6161 Contractor(s) HOME OWNER Valuation: Total Sq Feet: $ 428.00 0 Type of Work: INSTALL ALUMINUM STORM PANELS OVER No of Openings: 1 Additional Info: INSTALL ALUMINUM STORM PANELS OVER Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $2.00 $2.00 $0.20 $5.00 $110.00 $9.00 $0.80 $129.60 Pay Date Pay Type Invoice # WS-5-17-63969 05/09/2017 Check #: 141 07/11/2017 Credit Card Amt Paid Amt Due $ 50.00 $ 79.60 $ 79.60 $ 0.00 Available Inspections: Inspection Type: Shutter Final Shutter Attachment Review Building Review Building 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 z. s . - rmore, I authorize the above -named contractor to do the work stated. July 11, 2017 Authoriz/ Applicant / Contractor / Agent Date Building Department Copy July 11, 2017 1 305 - 331 - bS-7 BUILDING PERMIT APPLICATION (BUILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: ILb 0 k) c I O A. n c! S 1 City: Miami Shores County: Master Permit No. Sub Permit No. RECEIVED MAY - 9 1017 FBC Old W S l`a -12$0 ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: 33138' Folio/Parcel#: 1 I — 3 o S — Oa 4- cal 0 Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: Address: BFE: NO FFE: OWNER: Name (Fee Simple Titleholder): s ft iY 1-6A/ W\A jH'GW_S Phone#: 3bS • 511 — " be I ( 41 /41. to 2n Sj . City: M I AN\ ► 5 I-q2�� State: Tenant/Lessee Name: IQ/ DC— J el f a-I-Gn ems e, heel s oo-K . ncA- i t'L Email: CONTRACTOR: Company Name: Address: City: State: Zip: - -b CSC NA,r • Phone#: zip: 3313 g Phone#: R; Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: '' Value of Work for this Permit: $ 'I42 r. b O Square/Linear Footage of Work: ) . Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: i.1S1 L r LUM ( N UM S oaM PA r.J ELS Ckin. CONCit£- Pa LW Ah f LRow i-FA-R) o t - )Esr Si vG o� CiPcnio.% E3E . Nc Foi' ► N)so(Z.Pc0ct Pxt:Pos cs Specify color of color thru tile: r,0 pa ICI Permit Fee $ 11 O CCF $ 0 • 60 Radon Fee $ 2. DBPR $ Z. Q Technology Fee $ 0 • o Training/Education Fee $ 0 • Z,() Double Fee $ Submittal Fee $ Scanning Fee $ Structural Reviews $ (Revised02/24/2014) e.3k Bond $ TOTAL FEE NOW DUE$ n} •C:00 CO/CC $ Notary $ 5 V I Bonding Company's' Name (if applicable) s.• Bonding Company'sAddress City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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. ,, r L') , ter, ; ,, l ,; "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 $200,<th'e'applicant must promise in good faith that a copy of the notice of commencement and sonstruction lien law brochure will be delivered to the person whose property`is subjecrto attachment. Also, a certified copy of the recorded notice of commencement must be posteiiat 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. S ! •�' f, J , _ f Signature Signature WNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this et day of `L4Q , 20 by day of , 20 , by 142 w o is persona ly known��to , who is personally known to me or who has produced M3 zo '�3� J as me T'who has produced as identification and who,did take an oafeAC'Yid _.•tt • , v r a NOTARY PUBLIC: r.' 1 �—lC 'NOTARY PUBLIC: Sign: Print: Seal: .• MY COMMISSION # GG 044602 j,: `= EXPIRES: November 2, 2020 •:: P Bonded Thm Notary Public Underwriters ************************** APPROVED BY identification and who did take an oath. • Sign: Print. Seal: Plans Examiner Structural Review Zoning Clerk . (Revised02/24/2014) 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: JEr-F12-Ey MA I J{ DATE: s q —(Pe) 17 ADDRESS: ma AlE 102 r d 51- I ,, Tv\ l StAartr , rt. 33t3s 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. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I 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 3. I 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 - racts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I m also build or improve a commercial building if the costs do not exceed 575,000. 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 leas- ich violates the exemption. 410 Initial 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and b -. I my or municipal ordinance. i~P- Initial AZ 7. 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. 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 8. I 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 u • erstand that my failure to follow these may subject to serious financial risk. Initial 9. I 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. I understand that I may obtain more information regarding my obligations as an employer from the Interna evenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may con the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 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: 1Yip J6: /a241a s► M'd-Mit SU-'1 d r-L. 3313$ Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of th ' • rmation that I have provided on this disclosure. Initial Ii Licensed contractors are regulated by laws designed to protect the public. If you contract with a person whdoes 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 QC--( , 20 Produced the 5 IZIACrrrho was personally known to me or who has or M.gE0 J Zas icTentification. M A- WNER NOTARY Qual i ner Signature Miami Shores \fillage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: MA Z S/9%®t TEi 2 MAIlfgw5 Date Print Name Property Search Application - Miami -Dade County 5/9/17, 12:26 PM When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may IMPORTANT reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. MESSAGE The Property Appraiser does not send tax bits and does not set or collect taxes. Please visit the Tax Collectors webste directly for additional'rifommtion. 000 Address Owner Name Subdivision Name Folio SEARCH- 1410 NE 102 st PROPERTY INFORMATION 0 Folio: 11-3205-024-0210 Sub -Division: MIAMI SHORES BAY PARK ESTS AMD Property Address 1410 NE 102 ST Miami Shores, FL 33138-2622 Owner DAVID E BRIGGS & JEFFREY S MATHEWS Mailing Address 1410 NE 102 ST MIAMI SHORES, FL 33138-2622 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/Baths/Halt 3/2/0 Floors 1 Living Units 1 Actual Area 3,114 Sq.Ft Living Area 2,031 Sq. Ft Adjusted Area 2,479 Sq.Ft Lot Size 11,480 Sq.Ft Year Britt 1956 Featured Online Tools Comparable Sales Glossary Non -Ad Valorem Assessments PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION 0 Year 2016 2015 2014 Land Value $384,461 $350,513 $309,775 BENEFITS INFORMATION 0 Benefit Type 2016 2015 Save Our Homes Cap Assessment Reduction $292,583 $247,913 $20E http://www-miamidade.gov/propertysearch/#/ Page 1 of 3 Property Search Application - Miami -Dade County 5/9/17, 12:26 PM Building Value $172,538 $173,976 $170,877 i Extra Feature Value $41,699 $27,412 $27,721 Market Value $598,698 $551,901 :awn i AssessedValue $306 115 $303,988 $301,576 Homestead Exemption $25,000 $25,000 $ Second Homestead Exemption $25,690 $25,000 $Z Note: Not at benefits are applicable to all Taxable Values fie County, School Barad, City, Regional). FULL LEGAL DESCINPTION 0 TAXABLE VALUE INFORMATION 0 MIAMI SHORES BAY PK ESTS AND ,-..-- 2016 2015 2014: PB 56-86 i couNtY 1 LOT 4 BM 3 Exemption Value $50,000 $50,000 $50,000 ' , . LOT SUE IRREGULPR ....... , liumbie Value $256,115 $253,988 S251,576 i : OR 190084238002 2000 1 SCHOOLBOARD ! Exemption Value $25000 $25,000 $25,000 ! Taxable Value $281,115 $278,988 $276,576 , 1 crry .., Exemption %Woe $50,000 $50,000 S50,0001 . . , litxable Value $256,115 $253,988 $251,576 REGIONAL Exemption Value $50,000 $50,000 $50,000 Taxable Value $256,115 $253,988 $251,576 , SALES INFORMATION 0 Previous Sale Price OR Book -Page Qualification Description 02)01r2000 $271,003 19008-1280 Sales which are qualified 12/01/1996 $192,000 17476-4918 Sales which are qualified osicrtnoos $o 00000-0000D Sales which are disqualified as a marl of maininatio' n at the deed For more information about the Department of Revenue's Safes Qualification Codes. 2016 2015 2014 LAND INFORMATION 0 Land Use Muni Zone PA Zane Unit Type Units Caic Yalu i GENERAL R-25, R-26 1400 - SGL FAMILY - 3301-3250 SO Front Ft 75.00 $351,64 GENERAL R-25, R-26 1400 - SGL. FAMILY - 3001-3250 SQ Front Ft 7.00 $32,82 BUILDING INFORMATION 0 Bulking Number Sub Area Year Built Actual Sq.14.. Living Sg.Ft. ARO Sg,Ft, Cala Yalu 1 1 1956 3,114 2031 2,479 $17253 i 4 Building Sketches Available! EXTRA FEATURES 0 Description Year Suitt Units Cala Yalu Pool 6' res BETTER 3-V daft; tile 250-649 sf 2003 1 $26,40 Waod Fence 2003 15 $21 Patio - Brick, Tile, Flagstone 2003 1,000 $9,68 Jacuzzi 2003 36 $3,80 VIM - CBS 4 to 8 in, reinforced 2002 90 $64 'Mind Fence 1993 75 $96 ADDITIONAL INFORMATION * The information listed below is not derived from the Property Appraisers Office records. It is provided for convenience and is derived from other government agencies. LAND USE AND RESTRICTIONS : 1 http://www.miamidade.gov/propertysearch/#/ Page 2 of 3 Property Search Application - Miami -Dade County 5/9/17, 12:26 PM Community Development District NONE Community Redevelopment Area: NONE Fa..ey.._RA.dZone: NONE 6itetp►fseZone: NONE i lkbarr DevelopmentINSIDE URBAN DEVELOPMENT BOUNDARY Zoning Code: Existing Land Use: 10 - SINGLE-FAMILY, MED.-DENSITY (2-5 DU GROSS ACRE), Government Agencies and Continuity Services . OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Ctidrens Trust Florida Department Of Revenue Florida brand Navigation District School Board South Florida Vister M9Tt District Gary of Miami Shores PA Bulletin Board Tax Collector R25- Environmental Consideration Non -Ad Valorem Assessments The Office of tte is continuaily edting and and User Agreement at �JJM'ea.�mwmi ®gip the tax roil This waste may not retied the most current information on record The Rapedy Appraiser and Mann -Dade County assumes no liability, see TW de For inquiries and srggestioru vied us at tttpJlbnw.rr®nidade, goWpAPortaVContactForrnlContactForinMainaspc Version: 20.3 ° E MMONS 5 BENEFTES REAL ESTATE TAIil.E PERSONAL PU IIC RECORDS MIRE E TOOLS TAX ROLL ADIUNISTRAT PROPERTY Deployed Mikan/ 40 Yr Building Appeaing your Assessment Address Blocking Property Search Appeaing your Assessme Re -Certification Disability Exemptions Assessment Information Change of Name Property Sales AppeaingYour Assessmert Search Reports Homestead Change of Address Tax Estimator Defective Drywall Exemptions Institutional Change Folio Numbers of & Tile Tax Comparison Extension Requests Senior Citizens Declaration of Condominium Homestead Exemption and Mortgage Fraud Fling Returns Portabulty More > Mora > More > More > More > time Privacy Statement Disclaimer About Us ADA Notice Contact Us 0 2014 i rni-Dade County. Al rights reserved. Mc http://www.miamidade.gov/propertysearch/it/ Page 3 of 3 RECEIVED MAY 092017 llh SUBJECT TO COMPLIANCE WI (H A . •••• . .. . . .. . • . . . . . . .• .. • .. .. . • ... . . • • • .... . . • . .... •.. .. • • .... • . .... .. .... • .. .. • .. .. • /-*=f4a z (ma 0M0:ST' ivt Ls / ,ifv.9TPCD3 W000 7,1e-tc‹.e AzD, /7C4-77EAL 4 0,201 /VA...fzr, 15/0449 c/e. /0o /4°` .57" - < 20/ 416,P#Atz.-/- ,041/6Afer r r-V pAtAAA,1)/ E. RAIT e2,00, ('Si 0, /7.35 GOA/C. Al4t-A, 2 5,80 0/YE STOA'5.) AESIPE/Y66 1540- .4-50 kii '4 N -kko 0 %....!....ark. • •••• • tig''' .7j#4/ 1 Z-ii • • . eves..1•1•• • • • •ii),••• • • • 4 • •••• • • •4 •• .....,.•• 1 ,y1:1:, • • • • • • • • • 'II- • • WO • % Is. • • It: 1L............_..., Z foga. • • • /4, r 5•440 • w °•• if— •• • • • ..._;': ,.. • CY2 /0,0e /3•80 'tf) 1.0 cE 7744 -2 TILE s7z-.4,5 (zia 625/ 01, op • (19 Zt, /Ala a ‘Z NO/1A ralf C4- -10 -2015--RECERTIFIED, (FIELD WORK COMPLETED) AND FLOOD INFORMATION REVISED 675-08 RECERTIFIED, CERTIFIED TO AND FLOOD INFORMATI 2? NOTE: PAGE 1 OF 2 IS NOT COMPLETE WITHOUT PAGE 2 OF 2 WITH CORRESPONDING SURVEY it. ^% f iI89 5054� This property described as: Lot 4, Block 3 REPLAT OF TRACT A OF MIAMI SHORES BAY PARK ESTATES, according to the Plat thereof, as recorded in Plat Book 56, Page 86 of the Public Records of Miami -Dade County, Florida. ,e5.8 /3E.53 44 GOG11 T /ON MAR A BOUNDARY SURVEY I hereby certify that this survey conforms to the MiNnwm Technical Standards for Land Surveying in the Shale of Florida, as outlined in Rules SJ-17,(Florkda Administrative Code),as adopted by the Department of Agriculture and Consumer Services, Board of Professional Surveyors and Mappers in September,1901, as amended, pursuant to Chapter 472.027 of the Florida Statutes.and is true and correct to theof my knowledge and belief. -07 FLORA PRO . ; SURVEYOR AND MAPPER REGISTRATION NO. 3.4y` BRIGGS, :DAVID B., AND MATHEWS, JEFFREY S. • • �10.• 000 . _. . 1' �, • •• • • • • •.• • • • • • • • • • •• •: • • • . � • • PROPERTY OF: 1410 N.E. 102nd Street, Miami Shores, Florida NOT VAUD INHHOUT THE SIGNATURE ' MD THE ORIGINAL RAISED SEAL OF FLORIDA LICENSED SURVEYOR AND . MAPPER.... .. A BOUNDARY SURVEY I Hereby certify that the survey repre- sented hereon meets the minimum technical standards set torch by the Board of Land Surveyors in chapter 61C17-6 Florida Administrative Code pursuant to Section 42017. Fla. Statutes There are no encoad1nIM6. Oe net». easemems appearin the Flat. other than as 33138 L%NN1 S AND (GARCIA. INC. 2993 PROFESSIONAL SURVEYING AND MAPPING LANNES & GARCIA, INC LB. #2098 FRANCISCO F. FAJARDO PSM #4767 (QUALIFIER) 385 Alhambra Circle, Suite IC, Coral Gables, Florida 33134 PH (305) 666-7909 FAX (305) 442-2530 Iannesoarcia( ivahoo.com FIELD DATE osivoo - - Names an "Certified Tot' revise< SCALE //'='LOI DRAWN BY DRWC. O 111434 212991/254808 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) American Metal Fabricators, Inc. dba AMF Building Products 1501 53rd Street Mangonia Park, FL 33407 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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 Condor'. Section to be used in Miami Dade County and other areas where allowed by the Authority Saying 7urisdicfon' (AHJ). • 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 reiarve thc•piggto to have this product or material tested for quality assurance purposes. If this product or material hip to peLimn in the accepted manner, the manufacturer will incur the expense of such testing and the 4 y revoke, modify, or suspend the use of such product or material within their jurisdiction. � .s v httto revoke this acceptance, if it is determined by Miami -Dade County Product Control Section EA Oat this tprod get or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply Zone of the Florida Building Code. with the High Velocity Hurric' DESCRIPTION: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. AMF001, titled " 0.050" Aluminum Storm Panel", sheets 1 through 4 of 4, prepared by Building Drops, Inc., dated June 27, 2015, signed and sealed by Hermes F. Norero, P.E., bearing the Miami -Dade County Product Control Renewal stamp 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 panel 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, d by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then to shall be done in its entirety. INSPECTION: A•copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 15-1207.03 and consists of this page 1, evidence submitted pages E-1, E-2, E-3 & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 0 Zf 2-3/Ze/7 MIAMI.DADE COUNTY APPROVED NOA No. 17-0118.07 Expiration Date: 08/16/2022 Approval Date: 02/23/2017 Page 1 . • • • • • . • • • • • . • American Metal Fabricators. Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01-0410.10 A. DRAWINGS 1. Drawing No. 00-408, titled "0.050" Aluminum Storm Panel', prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E., dated March 30, 2001, last revision #2 dated August 13, 2001, sheets 1 through 4 of 4. B. TESTS ••••• • 1. Test report on: 1) Uniform Static Air Pressure test Loading, per 1:4 A-94; ; ; • • • Large Missile Impact Test, per PA 201-94, and 3) Cyclic Loading lJJxl.Pressure•.; Test, per PA 203-94 of aluminum storm panels, prepared by Con.9trxetian Testing Corporation, Report No. 01-005, dated 02/24/2001, signed and sgalljy • • Christopher G. Tyson, P.E. • • • • • C. CALCULATIONS • .•• • •• • ..• •• •.•. 1. Comparative analysis and anchor calculation, titled 0.050"AlumSnurh Alloy . •. Storm Panels, dated March 30, 2001, pages 1 through 31 and anohor • • manufacturers appendix, prepared by Knezevich and Associates Ir1c',•sined and. ; sealed by V.J. Knezevich, P.E. • • 2. Comparative analysis, dated July 16, 2001, 3 pages, prepared by Knezevich and Associates Inc., signed and sealed by Y.J. Knezevich, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Invoice #167143 B, dated 08/18/00 for Aluminum Alloy 5052-H32 by Commonwealth Aluminum. 2. Certified Tensile Test Report No. CTL #0296G, issued by Certified Testing Laboratories dated 03/13/01 for Aluminum sample CTC-01-005, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0823.06 A. DRAWINGS 1. Drawing No. 06-537, titled " 0.050" Aluminum Storm Panel", sheets I through 4 of 4, prepared by Thornton Tomasetti, dated December 06, 2006, last revision #0 dated December 06, 2006, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. None. E-1 Yit ,4ttief AO/ av7/0—' my A. Makar, P.E., M.S. Proddei Control Section Supervisor NOA No. 17-0118.07 Expiration Date: 08/16/2022 Approval Date: 02/23/2017 American. Metal Fabricators, Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Revised Anchor Calculations and details for 0.050" Aluminum Storm Panels, dated December 05, 2006, pages 1 through 15 of 15, prepared by Thornton Tomasetti, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. • . • •. .. • . • ... . . 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 1 -0$��. �• A. DRAWINGS .. • .. • 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. • .. . . . . • .. .. . . .... • . . • .. • . . . • •. D. QUALITY ASSURANCE 1. By Miami -Dade County Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Compliance letter by Knezevich Associates Consultant Engineers, dated July 27, 2011, certify compliance with the FBC, 2007 Edition with the 2010 supplement requirements, signed and sealed by V. John Knezevich, P.E. 2. A letter by Blackwater Testing, Inc., dated August 08, 2011, notes a contract for verification test of the 0.050" Aluminum Storm Panel, signed by Dennis W. Dufjy. 7 - y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0118.07 Expiration Date: 08/16/2022 Approval Date: 02/23/2017 E-2 American Metal Fabricators, Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0403.01 A. DRAWINGS 1. Drawing No. 12-104, titled " 0.050"Aluminum Storm Panel", sheets 1 through 4 of 4, prepared by Knezevich Associates Consulting Engineers, dated January 24, 2012, signed and sealed by Y. J. Knezevich, P.E. B. TESTS • • • • • 1. Test report on: 1) Uniorm Static Air Pressure test Loading, per PA 20a-3t4 2) Large • • Missile Impact Test, per PA 201-94, and 3) Cyclic Loading Wind PreSsttp, fest, per • • • PA 203-94 of aluminum storm panels, prepared by Blackwater Testing 'AV, Report • No. AE-11-001, dated 01/16/2012, signed and sealed by Yamil Kuti, F` • • • •• C. CALCULATIONS 1. None. D. QUALITY ASSURANCE . . .. •• •..• • • •... • . • • • • • • • . . • . • . • 1. By Miami -Dade County Department ofRegulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. . • F. OTHERS 1. Compliance letter by Knezevich Associates Consultant Engineers, dated January 24, 2012, certj compliance with the FBC, 2010 Edition, signed and sealed by V John Knezevich, P.E. 2. Bill of Sales. •• 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #15-1207.03 A. DRAWINGS 1. Drawing No. AMF001, titled " 0.050" Aluminum Storm Panel", sheets 1 through 4 of 4, prepared by Building Drops, Inc., dated June 27, 2015, signed and sealed by Hermes F. Norero, P.E. B. TESTS 1. None. E-3 y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0118.07 Expiration Date: 08/16/2022 Approval Date: 02/23/2017 American Metal Fabricators, Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Revised Anchor Calculations and details for 0.050" Aluminum Storm Panels, dated June 02, 2016, pages 1 through 21 of 21, prepared by Building Drops, Inc., signed and sealed by Hermes F. Norero, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatoly and Economic Resbura, E. MATERIAL CERTIFICATIONS 1. None. •... . . •• • ••• . • • • • • • •..• • • • • • ••.• . • F. OTHERS • . . • 1. Compliance letter prepared by Building Drops, Inc., signed and sealed ) fIermes r ' • Norero, P.E., certify compliance with the FBC, 2014 Edition. • • •• • 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. • • • . • • • •• • ••• • • • •• D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CER'1'IITCATIONS 1. None. E-4 my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0118.07 Expiration Date: 08/16/2022 Approval Date: 02/23/2017 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• ••• •• • •• • • •• •• • •• • • • • • • • • • • • • ••• PRODUCT 1/ARCING �,,,,,. LOCATION 2.1 ;AO. /1O7 1.4534 CFNFRAL NOTFV 1100' Ce PTAN 14.927' PIAOULT RAIL • • oPTSEN. LOCAION) • • • • • • • •: : •yy.-• • • • • • • toe •� O STORM PANEL • • • • • • • • •1 HALF PANE. • • • • • • • • BM/1E11AS •FE-6ED TO COVER OPENING • • • • 1. THESE APPROVAL_ DOCUMENTS REPRESENT A SHUTTER NIA.YZED WITH PROVISION SET FOR THE ISSUANCE OF A NOTICE OF AOEPTANCE (NOA) RY MUMI-OADE COUNTY PRODUCT CONTROL SECTION FOR TIE HIGH VELOCITY HURRICANE ZONE (1MHZ) OF THE 5TH EDITION FLOROA BUILDING CODE. 2. N0 INCREASE IN ALLOWABLE STRESS 1415 BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd - 1.6 WAS USED FOR WOOD SCREW DESIGN. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND COVERMNO WIND VELOCITY. FOR NBC LOAD CALCULATIONS N ACCORDANCE Wm ASCE 7-10 A DIRECODNAUTY FACTOR OF Kd - 0.65 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND 00 NOT INCLUDE INFORMATION FOR SITE SPECIFIC APPLICATOR OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY LICENSED CONTRACTOR. PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM TIE CONDITIONS DETABED HEREIN MD THE CONTRACTOR VERFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE II OTHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 6. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 7. WHEN THE SHE CONDITIONS DEVIATE FROM THESE APPROVAL. DOCUMENTS. THE BUILDNC OFFICIAL MAY ELECT ONE OF TEE FOLLOWING OPTIONS. A) REQUIRE THAT SITE SPEOFO DOCUMENTS BE PREPARED, SIGNED, DATED A 3 SEALED BY A UCENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEMATON. SAID DOCUMENTS SHAD. BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A COHDOON TO THE IMAM OFTTOAL GRANTING HS/IHER APPROVAL.. B) REOURE THAT A ONE THE SITE SPECIFIC APPROVAL BE APPHIED FOR AND SECURED FROM THE MAIN -DARE COUNTY PRODUCT CONTROL SECTION. WHEN THE SITE CONDITIONING DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE • ZONE AREAS ONLY OPTION '0' SHALL BE ACCEPTED BY THE BUILDING OFFICIAL &. PRODUCT LORTONOR SHALL BE WHEN 12' OF ONE END OF TIE PANEL WITH A TAINT/AA .OF ONE MARKING PER PANEL AND SHOULD BE PFRIAMENTIY LABELED AS FOLLOWS. ALF RHEUM PRODUCTS WEST PAL/ BEACH. FLORIDA BULL-DADE COUNTY PRODUCT CONTROL SECTION APPROVED S.. STORM PANELS SHALL BE 3004-1114 OR 50S2-N32 ALUMINUM ALLOY 0.050- THICK, (WITH P5 - 26250 PSI. MIN.) AU. EXTRUSIONS SHALL BE 6093-TB ALUMINUM ALLOY. B.D.M. 10. ALL FASTENERS AND BOLTS TO BE 2024-T4 ALUMINUM ALLOY, 304 SIRES STAINLESS STEEL. OR GALVANIZED STEEL WITH A 33 KSE. MMYUM MELD STRENGTH. 11. TOP & BOTTOM DETAILS SHOAL NAY BE INTERCHANGED AS FIELD COMMONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WERE APPICABLE. 12. THE PERMIT HOLDER SHUN VERIFY THE AOEOUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NOW SUPERIMPOSED LOADS MO TO VERIFY ALL DIMENSIONS AT THE JOB SITE, BEFORE COFBAENONG WHIT THE WORK .125' JIP F- 4.00- MAX -/ O A�IG�.E RUIN UNLIMITED (PERP. TO PANEL SPA) .123' 390' L2.01' 2.29' O "II" HEADER O " ' HEADER 78' .{ y.4 275' f WBO' 00M7 r' ° ALT. LEG 1--2.00' 4 DIRECTOR O 'SEEM, TRACK SECTION 1ST Ow) OTYP. ELEVATION TOP MOUNT PUN NEW O 3a "USake HEADER T.R,ACK 1/4-20 MACHINE 9dEW STUD • C OR 12' O.C. O STUDDED ANGLE ® REV."F" ANGLE .1345' 0.275' .3125' 0.60' ZAMAC ALLOY m0.14/CX O WASHERED WINGNUT ® KEY HOLE WASHER 3=4114 ALUMINUM ALLOY ilili .6111BEAT TOP d BOTOM BOTTOM MOUNT TYPICAL-0` PLAN VIEWS Wald AURA ANGLE CLOSURE PIECE 1'X B X .125- M91 TO 2'X 5' X .125' MA. 00.e25' FASTENERS • 12' G.C. FOR OFSIO N LOADS LESS THOU OR MAUL TO 110 P.S.F. NO • 9' O.C. FOR RESIGN LOADS GREATER THOU 110 P.S.F. (SEE ANCHOR SCHED. FOR ATE A%EPTABLE STRUCTURE 1/4' MAX. ALUM. ANGLE CLOSURE PIECE: 1' X 2' X 055• MN. TO 2' X 5' X 055' MAX. F-RODIJCT RENEWED SI colnPlyi.g with the Florida 13Vii1ImA Code - Aco_ryrtaxe No B p7 Expi/2/{ion Dofo 0 Li, SIGWADS • L2. O.C. MR DEDI VA5IU LOADS LESS THAN OR EQUAL 0.O PT.• O L' O.C.. SFOR DESIGN 110 LOADS GREATER (SEERPST. (SEE ANCHOR CTS PTAm. ANY FOR ACCEPTABLE ANCHOR) EXaING STRICTURE PRODUCT REVISLJ UN Homolyiog with the Florida Beildieg Cod. A000pu:ae ho/S- Zo7. o3 DO Dy et Con 7 Ill It! /A AMERICAN METAL FABRICATORS, INC. LWA1 nla P.l,RA N.np91111103019 Nm rAW: RELTAnmO REVISIONS AL 0 DESCRIPTION O alu o co 2 • ,O ........ s PRO,���. 91jtt'.. m Z �•� ? S VT Z V a,RI DWG#: AMF001 SHEET: 1 OF .4 • •• • • •• • •• • ••• • • •• • • • ••• • • • • •• •• •• • • • • • • • •••• •• • • •• • • •• •• • •• •• • • • ••• • • •• • •_ • • • EXISTING BLOCK OR W000 FRAME TIP. TGP • BOTTOM SEE CUSS SCHEDULE GLASS OR DOOOR fi— GIBED C H.) CONT. ANTE TO WA T O TM • • • • C2 •ONHECOO. TYPE • • MIL ,SP NG Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MC SPACNO EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAME TYP. TOP & BOTTOM. EDGE VAST. CLASS OR DOOR Edge Cl CONNECTON TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. OACNG CS CONNECTION TYPE REFRRENCE ANCHOR SCHEDULE FOR MAX. SPACING • • • • • • • •• •• • • • • • • •• •• • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • Cl CONNECTON TYPE REFERENCE ANCHOR SCHEDULE FOR MM. SPACING 1/4' WHO. • • •• • ?S• dt d • • • :®WITH t/4 -20 x 5/0' WHINE BOLT 0 12' O.C. MAX. I. MEI TO MCC F OFTMI O WAy L MOUNT SECTION EMBED (REP.) ALT. LEG DIRECT-10N ALE. LEG DIRECTION • SIDE CLOSURE WOO (SEE PLAN NEW) © USRTUT MOUNT SECTION 1/4'-20 x 1' MAC HNE BOLT NE WASFETED WINGNUT 0 12' O.C. TIP. TOP & BOTTOM CONT. TOP. TOP & BOTTOM WITH THE 2' LEG INSTALLED HOR60NTAL AS SHORN S S Q ® WITH 14'-20 x58' ICACTINE BOLT 0 12' 0.C. MAX. NX ®WITH l//4'-20 x 5/8' 11AOBNE BOLT 0 12' O.C. MAX. C4 CDNNECRDN TAPE REFERENCE ANCHOR SCHEDULE MR MAX. COSTING CONCRETE. SPICING HOLLOW BLOC( OR WOOD FRAME 77P. TOP & BOTTOM. ALE GRASS OR DOOOR CONT. C5 CONNECTION TTPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EDGE DIS1. ft 1/4'-20 x S/B' MACNRINE BOLT (T� OO 12' O.C. MAX Fr Agar r I I EDGE VAST. O C�EIL ING/INSIDE MOUNT SECTION EMBED (TEE.) EXLSTING CONCRETE, HOLLOW BLOCK OR WOOD FRAME TIP. TOP & BOTTOM.) EDGE DIST CLASS OR DOOR EDGE DIST. REMOVABLE FASTENER USE 1/4-20 5S. TRUSS HEAD BOLTS /KNANtOU 1 IO BOLT HEAD OF KEYHOLE WASHER. CI CONNECTION TYPE REFERENCE ANCHOR SOTEFULE FOR MAX. SPACING CI CONNECTION TYRE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 1/4' MAX. B®WmI 1 4'-20 x S/E ictuti INE BOLT 0 12'0.C. MAX WALL MOUNT SECTION (DIRECT MOUNT) D 3. PRODUCT RENEWED Rt complying with EDo FloTido Building Cods Acceptance No /7Q_oa 1B•O7 EA7ril1ion Dane Oy'%__ „..." VT. By f�to..icR rn t PRODUCTRtVtSED FB mmglyiog with the NTor(d:T Building Lode ACTpIsaOR No1S- to 63 AMERICAN METAL FABRICATORS, INC. 15015301 14r1 Mom. MOT HE BAI790-3799 FM: ITO1I/90500 m S REVISIONS T I11 m DWG #: AMF001 SHEET: 2 OF 4 nB • • • •• •• • • • • • • • • • • • • • • • ••• •• • •• •• • • •• •• • • • •• ••• •• • •• • . •• •• • • • •• • • • •.• FASTENER ANCHOR SCHEDULE MAXIMUM SPACING IIN,�WED R-. . FORVARIOUSSESIGN , .. AN CI SPANS MI ` F'E . I E w Mf.3" EDSELI�ANQ ANCHOR TYPE 08 lDAO P.S.P. NMX. SPANS UP TO 5-r (SEE NOTES .SPANS UP TO. • i.r • • ISEj40T1I) VANStPO L0•r. (SE NOW) ; SPiaUP.TO • •-""• (SEENOTE1? • SPANS UP le r SEE TE1) SPANS UPTO 10-8 (SEE NOTED (SEE NOTE if CONNECTION SEE TYPE NOTE COI•IECITOI•TYPE SEE NOTE CONN Mlip3111/1E 5E NOTE3 00810E010N SEE TYP NOTE 6011NEC4O11 SEE NOTES TYPE CONN ECUON TYPE SEE NOTE CI C2 C3 C4 CS C1 C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 CA CS CL C2 O C4 0 CONCRETE 48 u 11 12 12 17 12 12 12 12 12 12 12 11 10 10 12 u 11 u 12 12 12 u 12 12 11 12 1 22 32 111 11111111UUt\IOItlIoc 62 12 12 12 12 12 11 11 1 40 10 12 9 12 6 6 11 u 12 12 11 12 12 u 12 11 u 10 12 9 9 72 u u 12 12 12 12 10 32 t 6 1 - S t 12 ► 2 I 12 5 10 10 u 10 12 9 9 V4'.NWTAKON YAM l-VP 6m.6M60MOrt 98 12 12 12 10 10 12 9 1 t - t t 12 11 12 1 12 9 9 12 10 12 9 9 DAN 6.1f175I1NOImO 2lD 12 9 12 9 A 11 9 12 12 - 2• 6 I IP . 123 9 12 :0 9 9 11 10 11 9 9 *_ ,i9I1100000e *1 \11101,11111Io 48 62 ( My F+. F4i �S-ASME®iLLi � {• /�: WL t -i'" • 12 Fi:���•A93u�T1�•1t3F2�{612 • 12 12 u u u 10 I0 �.6,}f6:5 1/4.90m MN1279;7ILF •6NW6 n LE CttE-� iLifi®�N®eee8 7661r W/1-V4^6WI.6L496i6 96 t 7veil 1770. . "`F•••AAA--- aaaFFF a 1 9��40 12 12u R 11 12u V6ALLPOIN75 Solo 72 12 Sx12 1II$PI$J Reo W6 `42098 Sh see_Q9N7,9M u 911 TCRK6200 7 712 HOLLOW CONC. BLOCK 48 10 6- rt{.6 +'; 10 i�laWa11OMPA'- 62 s s>f._.- s nunno ,, .uunan 1 vc A-f6 e.."..EN-7 (lTA1T0AMN6 TO A57M490) NI©I 2(!0 ©...EF40 sTj �i � W t6{..o 4 •} •© © _0 `L.,;. L ITSL � �e � 1J� � ii �• SR r%F t.• �1P: aa lg.vh4 V9. 911m 69Y7/76Mu1.7ANe1 war 1/410 NAACHNE fdeW HIUs ©is8 `C ,L IF�R7f�3l+�rt7y f�]i 2 -s+[:4i s-[' "mm•©innunn©©fl©©©© (ID,1ro... To ttMGSO) 200 %+ `. �1i- K-e •✓. --.. if•2..F C[�flnfaofl0©fl©©fl©©©© ) 4,1 7 3 5 3 37 9 5 3 9 7 3 5 3 3 48 12 u 12 10 10 12 12 12 6 6 12 9 12 5 5 12 12 12 12 u 12 u 12 9 9 u 10 u 7 7 * 62 12 12 u 1 1 12 6 u 1 5 10 5 6 4 4 12 12 12 11 11 12 9 12 7 7 11 5 7 5 5 1/4• 9121 room 9015 sow. 72 12 u u 7 7 10 5 e 4 4 10 5 6 4 4 u 12 12 9 9 12 6 6 6 5 u 5 7 5 5 M. Mw. 6M10. A Vr191oVN.^. MEI SNOW Mew 98 12 6 12 5 5 10 5 6 4 4 10 5 6 4 4 12 9 12 7 7 115 7 5 1 11 5 7 5 5 610v00f470060524x1 200 10 5 6 4 4 10 5 6 4 4 10 5 6 4 4 11 5 7 5 5 11 5 7 5 5 11 5 7 5 5 MIN 2x ANCHOR DIAMETER MAX. 1/2 ANCHOR SPACING SPACING PER SPACING PER ANCHOR SCHEDULE I ANCHOR SCHEDULE ALUMINUM EXTRUSIONS ANCHOR FROM SCHED.,TYP. FASTENER MAXIMUM SPACING ANCHOR SCHEDULE INCHE9i,REQUIRm FOR VARIOUS DESIGN LOADS AND SPANS i5 g ANCHOR TYPE TOAD (PASPANS P S.F.M M N. 3/4'FOG E DISTANCE UP TO SAM (SEE NOTED SPANS LR TO 813. (SEE NOTE3) SPANS UP TO ]0'-8' (SEE NOTE I) MAX. (SEE NOTE I) CONN SEE COON TYPE NOTE3) SS CONNDONTE SE -NOTE YP . CONNECTION SEE TYPE NOTE S( CI 0 0 C4 C$ Cl C2 0 C4 CS C1 0 O CA CS WOOD y nut 48 u u 11 1212 u u u 9 9 u 12 u 1 6 4 62 12 u 12 12 12 11 11 u 7 7 12 II 12 6 6 lie re Ml.r LONG LA6 MAWwsm 72 12 12 12 10 10 12 12 u 6 6 12 12 LI 6 6 T671.19/6 LA81D916T. SMA0 PNIM16L70 W00040111 9S 12 12 Li 7 7 12 12 12 6 6 12 12 12 6 6 1MN355.i4 MO 12 12 u 6 6 12 12 17 6 6 i2 12 u 6 6 y r MN, a 48 12 12 u 12 u 12 12 I2 7 7 12 22 u 6 6 62 12 11 51 9 9 12 12 12 6 6 u u 12 4 4 UV 94611.r 6ON61M SUM oTI 72 22 22 11 8 8 12 12 12 5 5 12 12 12 4 4 5102-VO0llm69N7. 91EM youTeM IAMTOw000 sum 98 12 12 11 6 6 22 12 11 4 4 12 12 12 4 4 1895.355.61 2C0 11 12 12 4 4 12 u 12 4 4 12 12 u 4 4 * 0 ''2 I111UMOM l0` 48 11 u u 12 12 u u 12 9 9 12 11 u 7 7 * Bill 11ITIM111%,- 62 12 u 12 11 11 12 10 12 7 7 11 6 6 6 6 1M 06Im61.4Le/36f441E"MII5L 72 12 12 12 9 9 12 7 9 6 6 11 6 6 6 6 MOSVWfiaA•?AK 1MF0.6 1/1.366401N65Umm wTl Nue 98 12 10 12 7 7 12 6 6 6 6 11 6 6 6 6 (533.36533 - 200 12 6 3 6 6 13 6 1 6 6 12 6 8 6 6 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE RASED ON TYPE OF EXISTING STRUCTURE 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. WHERE DOSTING STRUCTURE 15 POST -TENSIONED CONCRETE CONTRACTOR SHALL LOCATE CABLES PRIOR TO ANCHORING AND COORDINATE ANCHORAGE SUCH THAT CABLES ARE NOT DAMAGED. 8. WHERE EXISTING STRUCTURE (5 WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 9. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" 2 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G=0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHIWPS PAN HEAD OR HEX HEAD. 10.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.O.N. _ Z 11.t DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 12! DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. 13.THE ALL POINTS SOLID SET ANCHOR MAY NOT BE USED IN CONCRETE FLOORS BEAMS OR CEILINGS. EXCEPTION: CONCRETE SLABS ON GRADE. PRODUCT RENEWED 09 c2.1plyi12 with the Flo1(da Building Cod, -3 Acceptance 1?3,b DllA_ e PRODUCTRE5ISED OS complying wilt dm FlosAl, Building Co-k Acsplaoce Noi Ze 03 BY 25 Val: AMERICAN METAL FABRICATORS, INC. 150153019 m NN9PN6 h.A 5163407 PM I561)7906799 647�/5617790010 REVISIONS DESCRIPTION 1$11'I�!1/I, O ti 0 O r DWG#: AMF001 SHEET: 3 QF 4 • • • ••• • •• •• • • • • •• • • • •• •• • • •• • ••• • • •• • • • • • • • • • • • ••• •• • • . • •• •• •• • • • • • • • • • • ••• • • • • •• • •• • •• • • S. • • •• •• • • •. •• • • • • • •• •• • •.• • • • MINIMUM STORM PANEL SEMAATIOINFROM ceisr • POsmvEMIN. LOOAAD (PSO ACNA SP��„( • •• SEPARATION FROM GLASS FOR INSTALLATIONS LESS • ,E, MNSEPARATION FROM GLASS FOR NSTAUATIONS GREATER 30.0 66 ••♦ • P1/2• • II8• 1 1i 8-88 • • • *112111 • 9 1.718 • •136 •• • • �114� 2-3/4 • 40.0 • • 3.112 Ir • • 1! 8-8 3-1/2 2.1/8 10-8 4-1/4 3-1/8 60.0 3-6 3.112 1-5/16 8-8 3-1/2 2318 9-11 4.114 3-1/8 60.0 3-6 3-1/2 1.5/16 86 3-1/2 2-9116 96 4-1/4 3-1/8 70.0 36 3-1/2 1-5/16 8-8 3.1/2 2-3/4 9-0 4-1/4 3 80.0 3-6 3-1/2 1-6/16 6-6 3-1/2 1-13/16 8-2 3-1/2 2-5/8 90.0 3-6 3-1/2 1-5/16 56 3-1/2 1-9/16 7-3 3-1/2 2-3/16 100.0 36 3-1/2 1-5/16 6-7 3-1/2 2 110.0 3-6 3-1/2 1-5/16 5-11 3-1/2 1-3/4 SEE TABLES 14 2 NOTES NUMBER 3 TABLF 1 A 9 NOTFS: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN (Lenox.) POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. T 6 MAXIMUM ALLOWABLE STORM PANEL SPAN SCHEDULE NEG, DESIGN LOAD (PSF) L max, (FT -IN) 30.0 108 352 10-8 40.0 10-4 45.0 10.0 48.0 9-10 50.0 9-9 56.0 98 60.0 9-4 62.0 93 65.0 9.1 67.0 9-1 70.0 8.11 720 8-10 75.0 8-8 80.0 8-2 90.0 7-3 100.0 5-7 110.0 6-11 1158 5-0 120.0 56 130.0 5-0 140.0 4-0 150.0 4-4 160.0 4.1 170.0 3-10 180.0 3-7 190.0 35 2020 33 PRODUCT R1'NT= w ED a; comp: y ing with the Florida Building Code Acceptrenx No 42ja. 07 rapine.ryDate a �2aZ2 Mi®» D PRODUCT REVISED es complying with the F1m4do Building Code Acceprsnce N0 ' 1 Us`, /7 AMERICAN METAL FABRICATORS, INC. n41.4 Arne Wryon1 Swx R334T µolon on Is+l7p-vm REVISIONS Si 0 DESCRIPTION torn' tit <0, of 14a z hen N 0 0. m Z� 0 CO Z X 2 U UT DWG#: AMF001 SHEET: it A OF 4