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WS-15-1848 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-239735 Permit Number: WS-7-15-1848 Scheduled Inspection Date: August 06, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: DONALD MOLTA, EFRAIN ACOSTA Work Classification: Window/Door Replacement Job Address: 1079 NE 104 Street Miami Shores, FL 33138- Phone Number Parcel Number 1122320290080 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACE GARAGE DOOR + INSTALL SHUTTER IN ONE Infractio Passed Comments OPENING INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 05, 2015 For Inspections please call: (305)762-4949 Page 17 of 33 4' t3Im ji\"fak WS-7- 5-184$ Miami Shores Village ri a Type [t'tdglq*Phu'Itqrs 10050 N.E.2nd Avenue NE Miami Shores, FL 33138-0000 APAN Phone: (305)795-2204 l' ' t p fN ff Na - ROVED .. oxtPA fi Z �.. ;jp ; Expiration: 02/0112016 Project Address Parcel Number Applicant .. _.. ._. 1079 NE 104 Street 1122320290080 Miami Shores, FL 33138- Block: Lot: EFRAIN ACOSTA DONALD MOL' Owner Information Address Phone Cell EFRAIN ACOSTA DONALD MOLTA 1079 NE 104 Street MIAMI SHORES FL 33138- 1079 NE 104 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone l Valuation: Y ~$ 1,500.00 HOME OWNER Total Sq Feet: 80 Type of Work:REPLACE GARAGE DOOR+INSTALL SHUTT Available Inspections: No of Openings:2 Inspection Type: Additional Info: Window Door Attachment Classification: Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 DBPR FeeInvoice# WS-7-15-56444 $2.00 DCA Fee $2,00 07/23/2015 Credit Card $50.00 $86.20 Education Surcharge $0.40 08/05/2015 Credit Card $86.20 $0.00 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $136.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. August 05, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy August 05,2015 1 bq Miami Shores Village 01� idc Building Department i JUL � _ 1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 1 Tel:(305)795-2204 Fax: (305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 �-jvA FBC20 �`� BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL I—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10-19 WE t O City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I I ZZ3ZC7 ZQO O DC7 Is the Building Historically Designated:Yes NO— Occupancy Type: fVYM_Load: Construction Type:NQy Flood Zone: JES BFE: FFE: OWNER: Name(Fee Simple Titleholder): EFJ2,An tJ A<_ps� Phone#: 3 OS-40 I 43z_3 Address: � l K 014-s+ - City: �-4_t C, f4) S*��(D State: ��, Zip: 3 3 Tenant/Lessee Name: l�f A Phone#: ' Email: CONTRACTOR:Company Name: l v vV Phone#: r jaz Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: ) Certificate of Competency#: DESIGNER:Architect/Engineer: ! Phone#: Address: "" City: State: -- Zip: — Value of Work for this Permit:$ �,,CJ C� Square/Linear Footage of Work: y Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ID Demolition Description of Work: C�ay`C.(C� l In O ►�tr c��e. � I ✓� c, Specify color [�o-f�clol(orr thru tile: Submittal Fee$ �' ") Permit Fee$ U CCF$ CO/CC$ Scanning Fee$ �,LLO 0 Radon Fee$ 2-o d DBPR$ 2.� � Notary$ Technology Fee$_ D U Training/Education Fee$ Lt Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address — City — State Zip Mortgage Lender's Name(if applicable) NC71 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. "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 i 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 willnot be ap vel9nd a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �G day of �J u�� , 20 (" by day of 20 , by t2-A(1U pcx:��who is personally known to who is personally known to me or who has produced -pp-1 Vl P- (ilC, a me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: Seal: rosaRY°`ear• Notary Public State of Florida Sindia Alvarez e` my commission FF 156750 *?of Fro! Expires 09/0312018 APPROVED BY /�( I'� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ,5Htc-REs Miami Shores Village won' Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Zo Tel: (305)795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: rr�7K / � DATE: Z, - ADDRESS: 10 04 f—� H //!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. Initial - 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may pr tect 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 an tracts. Initial EE t 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or le violates the exemption. Initial 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial� 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 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial 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.mvfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible fortheproposed construction/activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 'J day of �U 20 (D B �-.� N who was personally known to me or who has Y��' � P Y Produce license or as identification. 40 Pu Notary Public State of Florida �^ Sindia Alvarez a My commission FF 156750 NOF F` Expires 09/0312018 OWNER NOTARY Property Search Application - Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:7/23/2015 Property Information x Folio: 11-2232-029-0080 , t 41Vi1 Property Address: 1079 NE 104 ST Owner EFRAIN ACOSTA DONALD MOLTA Mailing Address 1079 NE 104 ST MIAMI SHORES, FL 33138 Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNITx3f; Beds/Baths I Half 2/2/0 �,ii �•� Floors 1 e Living Units 1 Actual Area 2,361 Sq.Ft Living Area 1,763 Sq.Ft Adjusted Area 2,063 Sq.Ft Taxable Value Information Lot Size 9,750 Sq.Ft 2015 2014 2013 Year Built 1951 - County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value $324,268 $321,298 $315,811 Land Value $267,927 $267,927 $243,639 School Board Building Value $184,365 $181,757 $183,244 Exemption Value $25,000 $25,000 $25,000 XF Value $15,930 $16,152 $16,372 Taxable Value $349,268 $346,298 $340,811 City Market Value $468,222 $465,836 $443,255 $365,811 Exemption Value 1 $50,000 $50,000 $50,000 Assessed Value $374,268 $371,298 Taxable Value $324,268 $321,298 $315,81 11 1 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $324,268 $321,298 $315,811 Cap Reduction $93,954 $94,538 $77,444 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous OR Book- Sale Price PageQualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City, Regional). 02/01/2003 $428,000 21085-3006 2008 and prior year sales;Qual by exam of deed Short Legal Description 05/01/1997 $188,500 17658-3426 2008 and prior year sales;Qual by EVENINGSIDE PB 44-53 exam of deed LOT 8 BLK 1 11/01/1992 $172,500 15718-3104 2008 and prior year sales;Qual by LOT SIZE 75.000 X 130 exam of deed OR 21085-3006 02 2003 1 2008 and prior year sales;Qual by 11/01/1984 $101,000 12324-2725 exam of deed 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://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 7/23/2015 cl T ff 2ECEIVED JUL 31.2015 BY: ❑ m IWsIOW11& PAO"GARAM POM size O'xl'MOOeL�►9�F � NON-IN5ULAiE2 FLU5H PANI EL.MIAMI-PPDs COUNTY AF'PROV'p " HLAWAtlt HIGH LOAD WIND CODE APPROVED,Pyr+62/-7Q NO LOUVER5 NOP; #15-0517.04 FPONr F-LF-VArION INSTALLATION OP LARGE A SMALL MISSILE IMPACT RE5I5TANT 0.029"GALVANIZED 51EEL STORM PANELS SHUTTER OVER ORNAMENTAL MCK CAA"a 5IDE VENT W( P5f,-120/-120) m ❑ ir NOP: # 15-0615,06 r [-F-Frr�LF-VAVON EFP.AiN AC05TA 1079 NE 104TH 51' MIAMI 5FiOW5,FL-!5!5I-5B lk SY DATE �- ` ;T O NCL VVI FHtz FEUFRAL �I_,�=s�,�1�REou� -norIS MIAMaD1ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidAde.eov/econorov DAB Door Company,Inc. 12195 NW 98*Avenue Hialeah Gardens,FL 33018 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(AHJ). This NOA shaU 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)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product 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 with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Hurricane Mater Model 824/811 Steel Sectional Garage Door up to 91-411 w/Window Lite Option(DP+62.0,-70.0 PSF) . .... ...... APPROVAL DOCUMENT: Drawing No.01-05,titled"Sectional Garage Door",df;l 01/1 MOO ly with .• last revision I dated 03/09/2015,sheets 1 through 5 of 5,prepared by Al-Farooq Corpfw tion,signed and ....:. seated by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control reViSit mestamp with the • Notice of Acceptance number and expiration date by the Miami-Dade County Prodbbf Control:RWtittn. • .... . .. ..... MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ...... ;••• LABELING:A permanent label with the manufacturer's name or logo,manufactttritig address•model •••••• number,the positive and negative design pressure rating,indicate impact rated if 31 eddkle,installation •. instruction drawing reference number,approval number(NOA),the applicable test standards,aKd do ••'••• statement reading`Miami-Dade County Product Control Approved' is to be IocateQ t}re doors,gd;tracks••• bottom angle,or inner surface of a panel. 0..* 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 or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0814.09 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No. 15-0317.04 Expiration Date:October 4,2016 I S Approval Date:June 11,2015 OG/� Page 1 DAB Door Comoanv,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Drawing No.01-05,titled"Sectional Garage Door",dated 01/19/2001,with last revision I dated 03/09/2015,sheets I through 5 of 5,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA#09-0128.05" 1. Test report of Tensile Test per ASTM E 8,Report No.HETI 08-T182,prepared by Hurricane Engineering&Testing,Inc.,dated 12/23/2008, signed and sealed by Candido F. Font,P.E. "Submitted under NOA#08-1106.05" 2. Test reports on 1)Uniform Static Air Pressure Test Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering&Testin Ins,Test Reports No.HETI 08-2149A/B,dated 06/27/2008,signed and sealtd bgr sand iF? ont, •••••• P.E. .. ... ...... .. ...... "Submitted under NOA #03-0210.04" •••••• • 3. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a paidte O-40 sWW mels, • prepared by Celotex Corporation,Test Report No.258592,dated 08M998,signed by W.A*:**. Jackson,P.E. • .. .. .. .. ...... "Submitted under NOA#01-0620.08" . . . . ...... 4. Test report of Uniform Static Air Pressure and Force Entry Resista4ce j'elt,perVB6,TAS • 202-94 on"Sectional Residential Garage Doors",prepared by Hurri'te Engine0tirV& • Testing,Inc.,Report No.HETI 01-966,dated 01/18/2001, signed and sealed by ITectdr M. Medina,P.E. 5. Test report of Large Missile Impact Test,per FBC,TAS 201-94 and Cyclic Wind Pressure Test per,per FBC,TAS 203-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering&Testing,Inc.,Report No.HETI 01-972/974,dated 01/29/2001, signed and sealed by Hector M.Medina,P.E. C. CALCULATIONS "Submitted under NOA#14-0814.09" 1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. Carlos M.Utrern,P.E. Product Control Examiner NOA No. 15-0317.04 Expiration Date:October 4,2016 Approval Date:June 11,2015 E- 1 DAB Door Comnanv,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(Cont.) "Submitted under NDA#09-0128.05" 1. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 12/19/2008,signed and sealed by Humayoun Farooq,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics,for their Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC,for their Insuifoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07,issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products,LLC,for their ••• Dyplast ISO-C 1 Polyisocyanurate Insulation,approved on 11/10/20;j." i4 xp a it •�•on •••• 01/11/2017. * 00000 .. ...... 5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North AmeAce Inc,for their Expanded Polystyrene Block Insulation approved on 02/24/2011 �1d ex rin o -02/'4/20I4.�•• .... . .. ..... "Submitted under NOA#OS-0228.02" •••••• ..:..' 6. Test Report on Accelerated Weathering Using Xenon Are Light Apphrms Test per•• •••• • ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Ehgddering& •• Testing,Inc.,Report No.HETI 04-AO02,dated 09/27/2004,signed'and•sealed$6Wael E. Droz-Seda,P.E. ...... 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",premed J)y • Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed and sealed by I.Ghia,P.E. S. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No.04-761-15019.0,dated 05/06/2004,signed and sealed by J.L.Dotdan,P.E. F. STATEMENTS "Submitted under NOA#14-0814.09" 1. Statement letter of code conformance to the 51 edition(2014)FBC and no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and scaled by Javad Ahmad,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0317.04 Expiration Date:October 4,2016 Approval Date:June 11,2015 E-2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 7-1/2'X 3'X .071•GALV, STEEL TOP FIXTURE 5-1/2'X 2-3/4'X 0.1' END ROLLER HINGE STEEL PLATE MTN ONE 5/16-18 MS W/NUT W/ (4) 114 X 5/8' SMS -e ••• • 1NRilENED TODEND 4T4Lb WITH TO BE IL DOOR VIEWER T TO TE INSTALLED A7 WITHOUT OELRON SLEEVE (STD.) •• • • ff'/1� X•31 S.:DRILLING SCREWS CENTER STILE Z o WITH DELRON SLEEVE(OP7101NAL) i i ® • • • • • • CENOER"ILE �• A F _ - ') •• • • «' 7-1/2"X2-1/4" X071" ----- • - ---- I, --- .._ Sol <� CALV, STEEL CENTER HINGE W/ (4) /14 X 5/8' SMS I WITH DELRON SLEEVE (OPTIONAL) B i-_-_8lo 'JX gg • __-__ _75 Ito LOCK 13; j 2 DOOR 0 - q 1"W X .15"THK. LATCH - -� STANDARD LOCK N14 X 3/4"SELF DRILLING SCREWS MAY BE USED SPRING LOADED SLIDE BOLT(BOTH SIDES) — ^� IN LIEU OF 014 X 5/8"SMS _� FASTENED W/ (4) �14 X 1/2"S.M.S. C. -' - n 5/8'MIN. LOCK ENGAGEMENT % M CONFORMS TO SECTION 1008 REWDINC- GF ODORS J" % 1-1/2' X 8-1/Z'% .1•STEEL FASTENED TO END STILE WITH (2) 014 x J/a'SMS --- TOTAL I DF 2 DOOR IJ'BARS AT ® HEIGHT CONSISTS OF EACH DOOR ,158 DIA, GALV, AIRCRAFT TYPE • OPTIONAL VENT L A OPl10NAL FLUSH FACE Z 2 SECTIONS t8'2 SEC110N6 21 CABLE @ NICO-PRESS SLEEVE— • (J) 5'NIDE AT 7'O.C. MAX, WOOD GRAIN DESIGN rO O Z� 6'-9' 1 SECTION Ie' J SEC110NS 21 W/ MIN. 5 TO 1 SAFETY FACTOR - OPENING AREA NOT TO EXCEED U 7' 4 SEG�- I-. 21'- I ® • 120 S0. IN. COLONIAL DESIGN In tT .. 7-3 - 7-6' S SE18 - 1 - _ / MAX. DOOR WIDTH _ 4 SE16't SECTION 21' l! ® - • -'— 9'-4" - '-_ 6' 3 SFCTOM 18'2 SECTIONS 8'-3' 2 SECTIONS 18'J SECTIONS 21' �— - � I e'-6' 1 SECTION 18' SECTIONS 21 BRACKET BRACKET INSIDE ELEVATION DAB DOORS INC. W-9' 5 SECTIONS 21'- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR Hurricane Moster®Model 824/811 uy Cg Mo.. Size 9 93' 8 SECTIONS 18 1 SECTION 21' WITH 1' 6 SECTIONS la, DOOR OPTION _ With Window Lite Option D' High °C F 9-6 4 SECTIONS 16 2 SECIIO4 21 7-0/8'X 3-1/8'X .010• MAXIMUM DESIGN LOAD RATING + 62.0 PSF MAXIMUM DESIGN LOAD RATING =+ 55.0 PSF Y'-9• 3 SECTIONS 18'3 SECTIONS 21' STEEL PLATE c 10 2 SECTIONS IB 4 SECTIONS 21 ( ) 3/4- 1 SECTION 16• 8 SECTIONS 21' 10'-G' 6 SECT04S 21'- CENTER STILE a 10'-9' a SECTIONS le'1 SECTION 21' (DOORS WITHOUT WINDOWS) - 70.0 PSF (DOORS WITH WINDOWS) - 64.0 PSF 11'__ 5 SECTIONS 18'2 SECTIONS 21 OUTSIDE 11'-J• 4 SECTIONS 18'J SECTIONS.21- HANDLE I END STILE DOOR TESTED W ACCOROANCE WITH THE REOUREMENTS OF DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF 3 SECTIONS 18*,4 SECTIONS 21' I FLORIDA BIRI.OING CODE,TAS-202,TAS-201 Nk 7AS-203 FOR FLORIDA BUILDING CODE,TAS-202,TAS-201 k TAS-203 FOR .. 2 SECTIONS 18 S SECTIONS 21 MM2. HVH2 AND ASTM E1880-05/ASTM E1996-09.. __l C°^ 12 1 SECTIONS 18 6 SECTIW S 21 12'-J' 7 SECTIONS 21'- BAR GUIDES -- -- 12'-6' 6 SECTIONS 19'2 SECTIONS 21' INSTALLED ON END STILE THIS PRODUCT IS RATED FOR LARGE MISSILE. IMPACTWITH (4) X14 %S/8•SMS IV-9- S SECTIONS 18'3 SECTIONS 21' _-..----�- 13- 4 SECTIONS 111'4 SECTIONS_21 4 .18T X .6W LOCK BAR 13'-3' 3 SECTIONS-10'5 SECTION'S 21' GENERAL NOTES Q ENGAGES IN TRAGIC Mr: AVAD AHMADP4WIlli✓�V►SBD y N IJ'-e' Z SEC110N5 18 6 SECTIONS 21 ON FACH SIDE OF DOOR 1. THIS PRODUCT HAS F#EN DESIGNED AND TESTFQ TO COMPLY WITH THE CML � 1TIr�F1e1W 1 TJ'-9 1 SEC1tON 16' 7 SECTIONS 21' REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH CDRION(2014) FLA.PE 2 ° 14' 6 SECIICNS 21'- OUTSIDE KEYED LOCK (OPTIONAU IIKLUIXNG HIGH VELOCITY HURRICANE ZONE(HVH7). I4'-3' 6 SECTIONS IS'3 SECTIONS]tLOCK BAR LOCKING SHOWN t ADaq•DDD 9b 14'-6' 5 SECTIONS 18'4 SEC1gN5 21' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. pp C 14'-9'"1 SECTIONS 18'8 SECTIONS 21' ALTERNATE 70 SPRING LOADED SLIDE BOLT ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL R o 5 J t5' 3 SECTIONS 18'6 SECTIONS]t' LOCKS SHOWN ABOVE DRESSING OR STUCCO. 15'-J' 2 SECTIONS 18 7 SECTIONS 2t 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. drawing n°- IS'-6' 1 SECTION 16' 8 SECTIONS 21' 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 01—05 9 SECTIONS 2" - THESE DETAILS ARE NOT PART OF THIS APPROVAL. _ _ 16' 16 SECTIONS 19-r4 SECTIONS 21' 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, sheet I of 5 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • ••• • ••• • ••• 24 GA. STEEL PANEL- I ® FLAPS SENT OVER PAIN- I .. . . 16wx2-1/4•x3,4►"x2-• • • • • • • • I GALV.STEEL U.BAR REINFIYICING•TbW • • •• • V TRL15S FASTENED TO VERTIC61.*jERWD%E �ILE�• • • t ^4 W/TWO j#14 X 5/8'S.M,y AW Tb EV SIVE• • • • 1/2`PUNCHED HOLES_ W/FOUR M 14 X 3/4'Y9FLF OWLLOW SC% • • 000 •• Q 4'O.C. 16 CA X 2 1/4"X 3/4"X 2- _ .024" STL, PANEL i GAIN. STEEL U.BAR REINFORCING TRUSS _ _ OUTSIDE OF DOOR 1 ; O BOTTOM OF PANEL TRUSS FASTENED TO t IR VERTICAL INTERMEDIATE STILES W/TWO _ 14 X 5/8"S. S.AND 70 END STILE W/FOUR/14 %J//•SELF DRILLING S. -� _ ih iii��ill F i SOLID BRASS ODOR VIEWER �D O BOTTOM SEAL OPTIONS BY 'SCHIACE SECURITY HARDWARE rINDTILE o / SEE SHEET 4 INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE Q 0 POSITIONED AT EYE LEVEL ANCHOR$ AT TRACK BRACI(1 T; w a CJ 90TTOM SECTION A)]/e•Dt PDWER-BOLT RY'aOWETS' U s a REINFORCING TRUSS2"MIN. EMBED INTO CONCRETE Z H Z TRACK BRACKET FASTENED ONE AT BOTTOM PANEL 1-7/8"MIN. EDGE DISTANCE TOWOOD JAMB WITHSura f� lal TOP SECTION 8).1/e' °1 EVs TO W -5/16`X 1-5/8"LAC SCREWREINFORCING TRUSS 1-1/4"MIN, EMBED INTO CONCRETE OR FILLED BLOCK 3 C9 m (FULLY THREADED) ONF AT TOP PANEL 1-5/8"MIN. LOGE DISTANCE INTO CONCRETE U $ z I FOR CONNECTION OF WOOD BUCK ONE PER BRACKET 4"ABN. EDGE DISTANCE INTO FILLED BLOCK i Ln UT TO MASONRY SEE NOTE ON SHEET 4 a' OPTIONAL STOP MOULDING BY DOOR INSTALLER CONCRETE 1'c - 3000 PSI MIN. J14 X 5/8'SMS 3/4*SX 2'X 2-1/2'X .049`STEEL C-90 GROUT FILLED BLOCK F. . 2000 PSI MIN. 4 PER HINGE ENO STILE,CONNECT TO PANELS WITH- SOUTHERN PINE FLAPS AND(4) 3/16"ALUM RIVETS 0.55 EGG DIST.• 1/2"X 1-3/4"% 059'FORMED STEEL SEE DETAIL ABOVE GLUED TO PANEL AND SECURED TO pg I n END STILE WITH 3/16'POP RIVETS 0 12'O.C. 1-7/8 X 2-5/8 X 045"STEEL EDGE • �.l STILE,GLUED AND RNETED DISTANCE TO PANEL W/(4)3/16'RIVETS POP RIVETS o y� y 1/2'MIN. I r+j1-3/16 bI t /14%S/8"S.M.S. �. .I c Q oI N,n IIV V ANCHOR TYPE A OR B w,^ t,SEE SHEET 3 FOR SPACING �- 1)PER BRACKET FFF"` o STEEL TRACK BRACKETSFA j WE SHEET 3 FOR BRACKET SPACING 'o w u x _. r 1/4-20 SS BOLT & NUT t En9r: _AN PQ4A)WE"VLUD Q 1. ! 7-1/2"X.071"GALV. STEEL FLl I M92 y �`P� p t �3 CENTER HINGE 7-1/2" Cw _836 titAl11e99 M► I a, 17/16-PUSHNUT ENO ROLLEIl 4i STEEL TRACK INSTALLED ON ROLLER SHAFT SECTION B-B BP 11 CA. % 2-1/8' X 1'(STANDARD) D.A. .75LLERS(STD.) �L drawing 12 GA. % 3-5 16'X 1-1/2"(OPTIONAL) 1,82" S (OPTIONAL) 9 0 Lot FASTENED TO TRACK PLATES 2.75'DM. X .50STEEL ROLLES(OPTIONAL) 01-0 W/ 1/4-20 x 5/0'TRUSS HD. INTERIOR SIDE 2.75"DIA. X .50' NYLON ROLLERS(OPTIONAL) sheet 2 oT� SLOTTED Ms. & LOCK NUT WITH 5"STEM . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ••• . . . . ... 2 X 2 X 1/8" HORIZ.ANGLE 2' POP/ RIVETS 5/16"X 1-5/8'LAG SCREWS INTO WOOD OR HOR12,TRACK SUPPORT, SPOT WELDED TO -1/2.TRACK V 4 ----_-�[// 2-3/4"X 5-1/2'% 3"X ,101' . 5/16"SLEEVE ANCHOR CENTER SUPPORT REOD. ON DOORS WITH TWO WELDS AT 1-1/2"MART GALV,STEEL WITH 1-1/4'EMBED INTO • • • ••• • :o*EDING 8 R. IN HEIGHT�� FIRST AT J'O.C. ----- _ TOP ROLLER BRACKET ON EACH SIDE 3 PFR BRAC • • • • •• • 11 A REST AT 9'O.C. 1c,_ FASTENED W/(6)r 14 X 5/8"S.M.S. _ _ + • • • • • • ••11 j 1 CONNECTED TO FLAG BRACKET ANGLE z 090 DIK.GALV. STEEL ADJUSTABLE • • --T- W/3/8-16 X 3/4"BOLT k NUT AND TO SPRING SHAFT GUIDE WITH SLIDE FASTENED TO BRACKET 2-1/2'X 4-1/4'X 13 GA. STEEL PIAT' •.• •••-� • A ,_ (2) 1/4-M X 5/8'BOLT @ NUT W/S/16-18 X 3/1"HEX HEAD WELDED TO 1-1/2"X 1-1/2'X 14 GA. ANGLE - M. SCREWS @ NUTS. FASTENED TO TRACK - -- 70P BRACKET WITH(4) 1/4-20 SS. BOLT 41 NUTS - -- HGRIZ. TRACK LENGTH . OPENING HEIGHT PLUS 12' a ' (STANDARD) _ - •• ••• •• s . TOP BRACKET • •• • • • •• • (OPTKX4AL) • • I • •• • • 7-1 8"XII' T80 J LOW HEADROOM DOOR • • 14•GACALV. STEEL TRACK /" "I HOR12ONTAL REINFORCEMENT •• • • • ••• •• SECTION A-A 1/2'X 1-3/4"X,0.59"FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH 2"X 5-1/2"X .104' a (2) 3/16"POP RIVETS Vi s{S GALV. STEEL 8 FASTENED W/�4)r I4 X S/6'SM S. ! TO AER BRACKET FOR HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS 1/2'X 1-3/4-X .059'FORMED STEEL HEIGHT 1ST 2N0 JRD�4TH STN Bi B2 BJ 84 85 FJB 87 B8 GLUED TO PANEL AND FASTENED TO 1 - .�VERTICAL STILES WITH 6'-0' 18" 18' 18' IB"N/A 1"TO 2"11-3/4; 23" 34" 45" 56" 67" " T j (2) J/16"POP RIVETS -67--6' 21'16' 18'21"N/A t' TD 2"11-J/4' 23" J4" 45' 56" 67' /J r5/16'MEETING RIB J'-0" 21'21' 71"21"N/A 1"TO 2"11-3/4" 23" J4" 45" 36" 67" 7'-6" 18" IB" 1B" 18" 18"I_TO 2'11-J/4 2334 _ 45 56 67 78 1.82" DIA. K .50"BOILERS I 8'-0" 21"18' 18" 18" 21"1"TO 2'11-3/1 23 31 45" S6" 67" 78-1/4" O[ m -._ - O -- O W/.14 DIA. X 4-1/C STEM —SECTIONS ARL NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT, HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. l�)� ® LJ / > • DENSITY ANDEOQSPOCYSTYRENE 0 m STEEL TRACK X 3,3'TS 090" / OPTIONAL INSUPR J LATIONS: I IpI / ~ ... N.O.A.- I1 0928.07 m to - I I,J.I II CONNECTED HIGH TO TRACK WITH SII yIl ISO SIT POLY-ISOCYANURATE 1/4-BOLTS dNUTS, U) DENSITY 2.0 PCF Z N.O.A, 111-0926.06 m Q ' OR "-a HY 'CELIOFOAM NORTH AMERICA' mm� DENSITY- 1,03 PCF N.O.A. 110-1129.04 OR BY'INSULFOAM LLC, DENSITY-0.92 PCF / i ........... .0 N.O.A. 114-0111.08 0 14 LE GALV, STEEL j m ROVER M•KiES FASTENED 1� W/(4) 114 X 5/8'SMS I m MIN. .024-ROLL FORMED STEEL PANEL fl— DRAWING DUALITY 0-40 MW.YIELD STRENGTH- 34 KSI RACK CONRISURATK)N 9 $ WITH PRIMER AND BAKED-ON 1 POLYSTER PAINTED TOP CMT APPLIED TO BOTH SIDES OF STEEL N �.. c n 4 VERTICAL LIFT HIGH STANDARD LIFT LOW HEADROOM o u 6 S s 8 °D a DOUBLE TRACK c AVAILABLE TRACK OPTIONS �l ►to wcr�vtteo 4 12 GA. GALV.STEEL c`AD hk •e°Iobill"'6+e n -1 `�- BOTTOM BRACKET FASTENED F C7PE Y 70592 o -m W/(4) 114 X 5/8"SMS 3538 o BOTTOM SEAL OPTIONS 30201 SEE SHEET 4 drowin9 no. 01-05 SEC _TION A-A sheet 3 of S . . ... . . . ... . . . . . . . . . . 4• REINFORCEMENT IN. _ 1/2`% 1 X .OSB" DOE • ••• • ••/•% 1" • ••• FORMED STEEL u� 1 05T. • • • SRF l>wI1LLING lXtEWS • /e X 1' 'p 1-1/2" MIN. • • • • • • •R • •• SELF DRILLING SCREWS i E DIST. 3/16''REX'STEEI•RNE15 • • OR = • • • MUITIBFRP W 400Mf HEAD • • / 3/16`'RNEX' STEEL RIVETS �� I; � �Q • • ••• Al•48`0.C.•• • 4UL71GRIP WI DOME HEAD I I F x225 Q 48'O.C. '3 REINFORCEMENT 1/2•X 1-3/4•x 058' FORMED STEEL O O •• • • • •• ••• \ 1/4'DIA LAC c scREws 1/4"DIA.UG SCREWS 2BY �/ �-AT 6'FROM ENOS AT 6"FROM ENDS • • • s • w • • WOOD MILK, AXW000 R1�k I • ••• • • • • t• AND 15"O.C. M . ��„\ AND IS`O.C. MAX. • • • • • •• • 1 /J 1 __ • • • • �+S1Rw SDAf9 •• • • • ANM"IIR!•• • W STRIP ADAPTER /zy -- STEEL 8 < RUBBER W'SIRIPPING 1`� .040 RUBBER W'STRIPPp4C L 3 ♦ L--"l----348i G .27 .534 .700 T- ---W1.750 A-7 1 71,790—i BOTTOM SEAL OPTIONS OPTION 'A' OPTION 'B' 00 WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SO.0.55 MIN,) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT M TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCUUTKINS/DESIGN _ Q WILL BE REQUIRED FOR DESIGN OF GARAGE.DOOR ANCHORAGE. -- — ANCHOR SPACING _ -- - ' FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE ANCHORS STRUCTURE EMBED SPACING EDGE 01ST. Z uj VERIFIED AND APPROVED BY THE BUILDING OFFlCIAI UPON INSPECTION. 3/8HLC SLEEVE BY INLTI' CONIC. 1-1 4 J 8'HLC SLEEVE BY'HILTI FILLED BLOCK IN DYNABOLT BY'ATMA' CONC. -1 2` STEEL STRUCTURE BY OTHERS 3 CWIFLEX 8Y ElCO fllLEO BLOCK J-3 5/18"X 1-5/8" MUST SUPPORT THE LOADS IMPOSED 10-POWER-BOLT BY POWERS CONIC. _ 1-7 8 Z LAC SCREWS BY DOOR SYSTEM J SLEEVE-AIL 8Y IMPSONS CONIC. __1-1 2` _0"„-LI-11, IW AT 12"O.C. CONCRETE Vc - 3000 PSI MIN, m N-j 5/16"DIA. BOLTS C-90 GROUT FILLED BLOCK I'm 2000 PSI MBI. QO r S .•p• WITH WASHER& NUT WOOD BUCK CONNECTION TO MASONRY a I` AT 12'O.C. MAX. EDGE DIST. -� PRESSURE TREATED 2X6 SYP WOOD BUCKS SHALL BE ANCHORED TO GROUTED REIFSORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1 1/4"ULTRACON BY 'FICO'WITH SPACING OF 16'O.C,INTO GROUT FLIED BLOCK WAIL."IN 2-1/4'WL EMSED 12'O.C.INTO J000 PSI CONCRETE,IFIIFI 1-J/1'MI�. EMBED 1-1/4"X 2-1 X 14 CA g 2-1/2"Mild. EDGE DISTANCE 1-1/2` 1-1/2' CONT. STEEL ANGLE 1/4`TAPPER BY'POWERS'WITH SPACING OF 12 CA. GALV. STEEL 11'O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MW. EMBED FLAT BRACKETS 33'LONG 2_1 8'X 1`X 14 GA. GALV. y 11"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4' MIN. EMBED 1/16'X 2-1/2 AT 12.O.C. IN DOOR OPNC. 4I FILLET WELDSRA l TRACK FW/(20 TO $ J'MIN.EDGE DISTANCE AT NE O.C.00ABOVE ODOR OPNC. _ J/8'CONFLEX BY'ELCO' OR AT IZ"O.C. MAX. CONNECTED TO CONT.ANGLE TRACH PLATES RU S /8'IDT BY'ITW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SKIS 1/4T ED M.S. TRUSS H0. 23'O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MW. EMBED SLOTTED M.S.h LOCK NUT 3'MIN. EDGE DISTANCE CONTWUOUS ANGLE TRACK REVERSE TRACK CONTIN��Ic N(:I F T At'K O• TO WOOD RUCK TO STEEL TO CONCRETE AND FILLED BLOCK s o 4 3/8•HLC SLEEVE BY 'HILTI'WITH SPACING OF 8'O.C. INTO GROUT FILLED BLOCK WALL.WITH 1-1/4'MIN. EMBED, 4'MIN. EDGE DIST. " s - 15'O.C.INTO 3000 PSI CONCRETE,'ITN 1-1/4•MIN. EMBED AND ALTERNATE TRACK INSTAL CATION 2-1/2`MIN. EDGE DISTANCE �$EPARATION OF IAMBS BY OTHERS E PSAHMA LP wwWu�uC(OGvttiD 4 �a•yyiq ails IIe IRor1Y FLA- FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C,A,N, SD Ampftm No Callill 1 I� ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED !J BY DOOR SYSTEM. Z:70 FOR REPLACEMENT 8I RETROFIT BUILDINGS WITH NO ENGINEER OF A!' s� h RECOy00RRD,DOOR INSTALLATON MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION. O�J droving nCo.l MAXIMUM EXIERIOR(4) LOAD PER JAMB- (9,33' X 62 PSF)/2 289.3 Lbs pot Ft. 01-0 _MAXIMUM INTERIOR(-)LOAD PER JAMB - (9.33' X 70 PSF)/2 326.5 Lbs per Ft. sheet 4 0l 5 . • . . •.. . . . . . . •.. . . . . ... r' * PLASTIC COMPLIES WITH ,500 — 250 • ••• • CH(PIER 26 OF F •• 24�w PANEL 024)STEEL MIN, i i BG•• • • :SEE•E�/ NCt:PAGC• t 1.7es 1.7zs pp 7/16'DIA.WASIIER 1,144 6 $ • • • • •C ( • • II I1up/e x 3/4'SMS •• • • • "••• •• .176 � rl 1r •J/e'FROM ENDS t AS AND 7"O.C. MAX WDW. WIDTH 1 � * EXTERIOR FRAME * INTERIOR FRAME 16 1/9' RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION rl r' r (4) /B X 3/4'SMS ' xd O 1-3/B"FROM ENDS \ J 0 1 r r ANO 6-1/2'O.C. MAX. d N o I,y ! - ,IIr .175 X .062 DEEP Irlr GROOVE If co S M f l)M 9 , POLYCARBONATE LEXANLo NOA#13 C 0717 OITIVE FUSTICS' \ (O V= N J O Q3'C9 ,ten fW/1 k ,Ilr ., psi k rr j 'I r I rr I .175 X,062 DEEP GROOVE T (4) AS x 3/4 sAls INSIDE ELEVATIOItN • 1-3/e'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS AND 6-1/2'O.C. MAX. /a x 3/4•SMS Cl WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION $ r J •3/8'FROM ENDS- .175 X .062 DEEP n AND 4-1/2"O.0. MAX. ? GROOVE ,e& \ a 15x 3/4'SMS �' r •3/8"FROM ENDS AND 7'O.C.MAX. I _ nyr:JAVAD AHIMD YLLNpULT 4iVgd a $ = _ _ - _ - - - - - - - CML 7/16'DIA. WASHER rrlr.W�)91r9 i 33 fU PE 2 t I `\ CAN 5397059 DOOR PANEL EXTERIOR 74 GA. (.024)STEEL N. h DOOR PANEL WI 15/16' MIN. c� Browing no. _ 24 GA.(.024)STEEL MIN. D.L. OPG. GUYING SITE IL 01-05 WINDOW WIDTH � - li .heat 5--f5 M IAM F=ADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(796)3t5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (N" www.minwidade.auv/aonemv Florida Storm Panel Supply,LLC 14475 N.W.261b 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 (AFIJ)• 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)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product 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 with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.029"(min.)Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT:Drawing No.ADI 2-32,titled"22 ga.Galvanized Steel Storm Panel-LMI", sheets 1 through 4 of 4,prepared by MCY Engineering,Inc.,last revision#1 dated May 27,2015,signed and sealed by Yiping Wang,P.E.,on June 02,2015,bearing the Miami-Dade County Product Control Revision 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, 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 or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-1210.01 and consists of this page 1,evidence submitted pages E-1,E-2,and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. CHM"H"=DENTy NOA No.15-0615.06 Expiration Date: 01/23/2018 Approval Date: 07/23/2015 07 l2-3/2 o/S Page 1 Florida Storm Panels,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#02-1120.02 A. DRAWINGS 1. Drawing No. 02-868-111, titled " 22 ga Galvanized Steel Storm Panels ", sheets I through 4 of 4,prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02-041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02-007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26 of 26, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0817.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS- 1. None. my A.Maker,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0615.06 Expiration Date: 01/23/2018 Approval Date: 07/23/2015 E-1 Florida Storm Panels,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 12-0410.01 A. DRAWINGS L Drawing No. AD12-32, titled "22 ga. Galvanized Steel Storm Panel-LMI ", sheets I through 4 of 4,prepared by MCY Engineering, Inc., dated April 02, 2012, signed and sealed by Yiping Wang P.E., on April 06, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Permitting, Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#12-1210.01 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. E. MATERIAL CERTIFICATIONS 1. None. H&&y A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 15-0615.06 Expiration Date: 01/23/2018 Approval Date: 07/23/2015 E-2 Florida Storm Panels,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.AD 12-32,titled"22 ga.Galvanized Steel Storm Panel-LMI",sheets 1 through 4 of 4,prepared by MCY Engineering,Inc.,last revision#1 dated May 27, 2015,signed and seated by Yiping Wang,P.E.,on June 02,2015. 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 CERTIFICATIONS 1. None. Hel Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0615.06 Expiration Date: 01/23/2018 Approval Date: 07/23/2015 E-3 PRODUCT MARKING 1,�, S A,I �' t.75 PRODUCTMAHKM'D NLBMITEO (LOCATION OPTIONAL OCATNIN OPITDMM) 2.000• J.3 0.976• .9Ea" IFR P, AN AN) R 1N'ROLL BAC( .3.1.39" 0.187" TOP MOUNT 1.312' l.sir ASNREGO) TYP SECTION ,. 1• ,7,• OPTIONAL IM-20 ST-TCH O%r BOLTS WITH WASHERS WINDNUTS FASTENED® 1 OVERLAP$a WDSRAN Im-POL1.761' o D 062 1.7ar o u! SPAN TABLE)USE A TE 1a.BOD PANEL COyeRAce O d12 RI tA.A3e'PANEL LENGTH (�� GK a /.18�M PANEL V lJ /IBU .`% a PIAN VIEW aw S S SRA o+ ^� IS OAOP 0=0.O518"OALV. 0.1.36"TYP. 91EEL,GRADE aO A�,I{, 71 " 8j pp�papp ', ^� t.00•AMN �� d:d: c 5.000'MAX G.a60 c 1.000' BO GM MOUNT z INA6T6'MN ��) Z j 6 4TUDDED ANGLE E BULL DOUTICLOSURE ANOLE�®J•PAN CLOSURE to T 11 BHER/.,PLEADER END CAP nTYPK:AL MOUNT ELEVATION MAY BEAT O (7lOY) AV.BIRIR.aMDE BRUSE 19760'DEEPT /1 I:J Nn TOPa90TiIlM h OPrK11Ml.R6DUEIED OALY 8 FOR UEE RNM TRUSS NERD 2.043 ANCHORS CALK•N) ` tl GENERAL NOTES: 089" 3.240 Dom"rI:111-- PANE TDP MO TINT lABT PANEL TYP CAL PANEL ABOUVE lrTYPE n OBSTRUCTIONAS l8D) 11NlK:TKINOVERLAIDt.THIS SHUTTER SYSTEM NMS BEEN DESIGNED A D TESTED AS A LARGE N o MISSILE IMPACT PROTECTIVE BYSTFM IN ACCORDANCE WITH TME 'RORIOABINDING CODE 20 H AND PROTOCOLS TAS 201 FOR LARGE SIMPACT,TAS 202 FGR UNIFORM STATIC NR PRESSURE AND TAS DOST203FORCVC(ICWINO(OADNG ' QOBT 1,897•2.ULTIMATE DESIGN LOAOOBTAINEDFRW ASCE7-KI,ANLTIPLYSY0.8SHALL E LEss tTNN OR EQUAL ro MAK DE9lGN LOAD N TTi1S S MACK �tiOTTON"H"TRACK OP"U"TAROK GBOTTOG M"L1 TRACKDOCUMENT.S NO 333%INCRPASF.N AI I DWARIF STRESS HAS SEN USFD INTHFp, (LOCATIONUEWONOF THEANCHDRSPACMOtABLES HA.POSITIVE AND NEGATIVE DESIGN PRESSURES TOBE USEDWITH THESE 1 EXISTANG 141 (CONN TYPEDRAWINGS SNLLSEDETERWNEDBYOTIERSONAJOB•SPEGFIG BASIS W'�WSAS REOINACCORDANCE KITH TUR OOVERNINO CODE.WHEN ASCE 7•ID IS USED 1X•208.9&OEWALK y .3'TO CALCULATE PRESSURES FOR USE VMTH THIS PRODUCT.THE USE OFA ORMAGNKR BOITSi XL BELOW gRECTIONALDY FACTOR K0=0.8613 ALLOWED. WASHEREO BOLTS L OBSTRUCTION ®N"D.C.TYP, 4 S TIE SHUTTER SYSTEM DETAILED HEREIN LS GENERIC AND DOES NOT i p� PROVIDE INFORMATION FOR A SPECIFIC SITE.IF SITE CONDITIONS 1.000' t (CONN TYPE OPTIONAL TM•2•STITCH BOLTS WITH 1�5 DEVIATE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED IS OA OALVATEEL VFRIAP AS REM) WASHEREO WINONVTS FASTENED LL ENGINEER OR REGISTERED ARCHTECT SAIL PREPARE SITE SPECIFIC BENT PUTS EMITTING pp DOCUMENTS TO BE USED N CONJUNCTION WITH THIS DOCUMENT. 0 11 AAIA7C BLOCK gRWHOLLOWODD APPROPRIATE SPAN TABLE) a Y R B PERMITHOLDER SHALL VERIFY THE AOEOUACY OF THE EXISTING e00.T•n ALUMANGLE FRAMING, 9 U� STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION D CORNER CLOSURE DETAIL /�WALL MOUNT CL08URE DETAIL_ �"lNn 7.STOW)PANELS SIALL SE 220A STEEL(OALVANM THICKNESS 1=O.OW N.r s. § 4 MN)CONFORMING TO ASTM A863,STRUCTURAL DUALITY.GRAM 80,000 OVERLAP WALL BEYOND WINDOW DISTANCE LL DALY.COATING WTIM A WN,Fy-02.0 KSI.ALL EXTRUSIONS SILL BE GREATER THAN OR EOUILL TO 1.5 Tim 8063•n ALLA NIUM ALLOY. BIUILD-0UT DISTANCE(2001 FaC SECT.2N1S.73) EXISTING ALU"ANGLE Q OR JNWN CLOSURE US' B PANFISSMII RFPF"MANFNILYIAMiFDV"THAMNIRRJOFONF 0.250• CONCRETE HOLL PIECE®(SEE DETAILS ABOW) dyJ RANKING PEN PANEL AS FOLLOWS: MAX FRAMING OVERLAP O.SDWLEGD MAY REVERSED 0.260• VN BLOCKOR FLORIDA STORM PANELS,INC OPA LOCKA.FLORIDA WHAM XM*COUNTY PROD CONTROL APPROVED rg KIM(ANGLE®OR JIAN CLOSURE ASTENER!16'O.C.FOR DESIGN 1 \L T ',i l 1 0.SttKNM PANELS HAVE BEEN DESIGNED AND TESTED TO 11NE MAXIMUM O PIECE It DETAILS ABOVE). LOADS LESS TIM OR EDUA1 LEO DIRECTION MAY BE REVERSED B7pat(SEE ANCHOR 9CIIEOULE FON EXISTING )�.•,.•..•.•.. SPANS AND LOADS SHOWN ON THESE DRAWINGS.REFERENCE ANY ACCEPTAIR F MKIKIR),FOR DEMN 00"CREIE \ NS OGNBTRUCTK N TESTING CORPORATION(CACI,OF MOW.FL,TEST TOM" LOAOES GREATER THAN M�� w-Bt-IA REPORTM.02-041. B71R(USE ALUM ANGLE ClOS1JRE BLOCLKOR ' "SHIPS 10.TOPi BOTTOM DETAILS SHOWN ANY BE INIERCWNOEDAS FLED EXISTING HOLLOW FAST~40 I S'O.C.FOR DESIGN EMBED Imam ONLY WITH ANCHORS A 10"O.C. FNM11N0 H2ORIDA CONDITIONS DICTATE .RWELS MAY BE MOUNTED HOW20NTN.LY WHERE BLOCK OR WOOD 67WLONO ESSNCH THAN ORCNM EQUAL E APPLICABLE.EXCEPT FOR MOUNTING COMMONS INCLUDING W OR'U' FRAMING 87PII tSlE ANCHIOR SCAIEDIAE FOR TRfiVISIID C.AN. >y1877 �U.,,�- BIT 10.010 ANY ACCEPTABLE ANCHOR)PDR DESIGN 4001BpIy"ltbt♦11110 T'L011d;1 HEADERS LOAM GREATER THAN 200" au"4 6 WUSE ALUM ANGLE CLOSURE WN A,�,,,p"�E�� ;•. c_ M 11.ALLBOLTS 6 WASHERS SIMM I RF MING COATED,GALVANIZED OR %ECE ONLY VAI H ANCHORS Q b•O C. a SNA F NTS. - 1E-32 STAINLESS STEEL WITH A MINIMUM I ENSILE S T RENGTN OF W W. OB �• nBUILD-OUT MOUNT CLOSURE DETAIL 01RSB �`& �� l OF 4 f FA113"O CONCRETE.NOHOW M CONMRIRN TYR MOLRdI NOEM FRMI310. SC ER[R TSPC/10T1 BEE VEOr m,01"EASEo MAXIMUM ALLOWABLE MINIMUM SEPARATION SCNEdEE S4(MT MMC caFeRpom ORrnE ONTiE O1'sT'"'c""ft SPAN SCHEDULE (_FROM GLASS SCHEDULE sPAc3R REPERENDE ANC,NR G COIIKE It IN ANCHOR ® V S14DRt l[D MAV aE BCNFDIAE tSPENt MAx. YHEOp EOtOPNA08 i SpAc4R SaIWYI973 T11E 0rEMTR EO EO ! 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N.T.IL NOR PJNBIOR WOOD""MM WALT FINISH CI "TING CONCRETE,HOLLOW FKISTMO CORNCRfEEE IHAO[LLOW W aC.MAK TOTRU SS IL CONN[C101M BOOKORWOODFAAMO. SOCLMWOODFRAMINO. 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JUN 8 a 2015 i ANCHOR SPACING SCHEDULE ��ANCHOR 6PACINO SCHEDULE ��ANCHOR SPACING SCHEDULE � 21'EDGE DISTANCE 2-EOGE DISTANCE �� 2A•EDGE DISTANCE PANS UP TO&6011 TO&6 UP TO 10 am r SPANS LIP T) SPANUP TO SPANS UP>b SPANS UP N ANCHOR LOAD CONN TYPE conA TYPE COMM TYPE' ANCHOR LOAD &gpp SSam � ANCHOR LOAD 35011 &SIR '(� Cl as C5 04 CI a CJ 01 CI C1 C1 N j (Pao CON"TYPE CCM TYPE (Pan COMM TYPE CONN TYPE CS Ce C5 Ce �i C7 Ce C7 Ca N`x1.11' I2.T 1&0`16.0 16.0' 12 7.5 '1 160` 1.6" .p'11.5 14 04VC EMINE 1 1 & t&7 z 16.0` 1 r CO TAPCON w 12.51&0'160'18.0' 12 ' 6'13r 12.r 16.0' 8A"IO.r CO TAPCON 46 LSO 160" 11.4' 16.01 CO TAPCON i 4S i&0' 1X11' 11.5 6A• ,N M 1720 Pal OGMc) 56 12.6"18.0"1&0.18.7 41:;s"0:1.'11.1' OF 441,0' 8,0.10.r (MIN 3�2"COW1 SS 16.0" 16.0' 76• 160' GAIN WQOP51 CON'C) 55 15.r LOA' 0.5 6r wppb)•M9.00 T2 12.5`10,0'13.0'MS 126`160a.o"10.r 12.5'W.7 S7 10.3' Twp(b)•48300 6S 11,r 1&7 &7 1&0" TmpBb)•36&10 a6 120` 0.r &r 6.0" Vwppb)•476,00 130 12,r 1&7&0.16r 12.6'16.7 60'10,r 12,6'1&0' &0.10.9" Vwdb)•476.OD To _11.7 1&0" 0.0• 1&0' Vwp(b)+380.00 72 11.5 _ 8.J` _ &r &0• ^M w 1N'xt•JA"EMBED 39 126.16.0'18.0.HIV 12416715.2.1&7 12.71&0.10.1'121" w 104,0 AIVEMBED 30 1&0' 15,01 --t1A' 160' 111"0418'EMBED .39 18A" 18.G 1611 10.6• p AIJ+CINTS SCXINSET 49 12.1 16.7 160'1&7 12.r 187 O r 11.6' 125'180 I,S'&8' AL4POINiS SOLID-SET 46 167 1&0' IAV 10.0' ALL•POINTS SOLID-SET 45 187 H.r 132• 2.3" py LEAD BVIELD ANCHOR ss 126'18.7180'1&0' 12418A` 9,9 0.r 11251&0 7.P 9R" LFAO SHIELD ANCHOR 5s t8.0' 18.7 6.5 16.0` IEAOSNIELDAW_WJR SS i&0' 12.7 10.6' 1.5 TbWb)•428 7Y 17.6V6 iI,5'17.r'173'187 71.9.r 12s 1&7 7.1" 9.r Txp@)•426,00 a6 '12.8' 1&0' � &r 16.0' Towb)•42&00 85 'M,P 10.r tl.r 8.r ap CCCYYY Vwp(IbJ a 429 130 12.6`i&0" 11' 93' 12.5'1&0 7 P 9.2' 12 5 167 7.1'9.r Y.W%)•42&00 T2 S3• lop 1 63' 10.r V-0b)•12&00 TY 13.7 9 r 2.51 s.r V n ql W 000 1N,x1S EMBED 39 12,6'1&718.0.18A' 17.6.18.713.9"1&1" 12.5"W.7 9.r 17.5 /N"xl-r EMBED 39- 1 law 16A" 12.5 16.7 IN"x44-T'EM&EO 3911.6• 10.r 7.4• =p �� ELCO PAHELMATE 49 f2 a'16.0'16.0.10.7 125`160"tl9"12 4" 12 S"W.W 6r &r PANELMATE 45 10.7 16.7 &5 W.0` FLCO PANF,LMATE 45 11.1' 10.1' &r 81V 3150 PSI CON C) 58 125180^149"187 14.5180'8.0`10.1" 128.16.0' &2' &r (NMN 3160 PSI CONC) 66 167 16.0" 66' 18,0' (MIN SJ60 P81 CONC) 66 11,6' or T. 5,2• (9 Tw4Xlb)•172.00 72 12.8.180'100"133' 12.5160"&r 9.r 17.5 W.7 &2' &r Twplb)•31200 ; 65 110- 18.0" !r 18.0" Tap(Ib)"291.80 55 &T 1.7 0.4' 410' =F Vw b•865.00 130 12.51&0"8.r SO' OF 16 7 6.r 9.A' 17 5'W.0'0.r p.8• Ywp00)•665.00 72 e r 16.0' 1.6".....16.0". vwppb)•2e2.9D 12 &e• Or &4` 4 r •a d ubi 00.1-W vI 12.•12A'OF 10.7124 WO RIV iN xt•1N• F D 12. 44 12.6' 67 1 1N zB. 1,94 39 1 ,4 ♦1' Z 9 ELOO TAPCON 49 10.0"I2A"161"10V &0' OW Al. 8.1` 5.0'a.7 3,0'AV ELCO TAPCON49 tt.r 12.5 1.1' 1&1' ELCOTAPCON 49 r 6.r 65 38' � N 1010`14.6. 8A' 6.' srBa' J.`S.r 5.7 7.r 4,e" 54 6r t2,r &s' S6 7,1` 4.6" i,5 <� 9 TuKb)+218.00 12 10.0'1&6' Ir e6` &7 7.r 4,B' S.7 7.T 4.r Twp(b)•Y16.00 72tl.r 7T TOWb)•174.00 72 6.0' 1.7 Vwp(�•996.00 730 5.7 7.r 4.0' 6.7 i,r 4A" S7 7.7' !.6' Vwp(1p).396.00 130 4.7 10.5 7.7' Vwp(p)•31&00 130 8.4' 13' 1N"xt-NY EMBED R 10.0'12r 12.r 12.6' IMW 12A•104'Or 100.14,6'T.7 &r IN'zt-116'EIA6ED 30 12.0' 124 B 5 Ila` 19"x NAT EMBED so 12.r OF 0.1' 1 2` �p„ AL4PdN7S S(1LIDSE7 49 *0111.1,11,6'10.4` 10.712.1'&r 66' 10.71YA'4,r Or AL74P "I SO 111T 49 12,6• 123• &e' 12.r Al14P01NTS SOLWSET 40 11,r &T I.r 544` LEAD SHIELD ANCHOR 68 10,0'12,r 144' tr 10.0'126'S.2' 6.6' 160.1",7"4.r e.P LEAD ANCHOR • 5e 12r 12,5 •4' 12.8' LEAD SHIELD ANCHOR • 56 I.r 69' 5.9' 4.P Twp001.356 72 10.0`12 A' 7r 7.0' 10.0`1211"4.7" 8.1" 103.12.r I.r 5.1' Twp(b)•35800 /2 6,4' 12.r 3.6' 12.r Twp(b)•X6.00 7Y l.r 39' 0.Y 3.9" Vbp(b)•249 130 10.0'12.1' 4.1' 5.1• 103.12.r 4.T 6.1" 10.0"IV" 417' 5.1" Vwppb)•249.00 130 &6• 123^ 35' I2.r WWb)•249,00 130 7.1' 6.3' � &r 3.0' L -114'EMKO 99 10.0'12.0'12.r 0.1' 10.711.6" 53"a.t' S.0' 9.4' 47 13' iN'x1.1N"EMBED J9 12.5 126' &8• 11,6' - 1N"xb1N'EMBEDSi- &7 &4" 5,8' 1.7 E1.00 PANEI.MATE Be .00.1213" &r &r &7 7.2. 3�1'4.0' &0" 7.7• & CO PANELMATE 40 107 IYA, 38' 10.2 ELCO PANELMATE ,49 so 0.r 4541 A" 4.0" Twp(b)•204.16 72 &0" &r ' 6.Y' SO 712' 3.r 5.0" 1T 3.T• Twp(Ib)•2M.75 12 4.r 10.9" 1.Y" Twp(b)•201.00 M &3' 3r 3.6' b.21180 130 5.0' 7r 1T' &W 7.2" 3.r 0.7 7.2' 3.r Vwplb.231.60 130 3.r 93" 7.2" Vwppb)•196.60 130 4.6" SA' 3S.' W J 0.15"EDGE DISTANCE 0.75`EDGE DISTANCE 0.78'EDGE DISTANCE N x 12.5'1O Tit 12V 16.0'12.6-4.r112.5-16b, 9 31 1 "x r THREAD 6. 12.1' 10.0' 1N•x 4• AD J9 7r r 4.8" 42' _ } PENETRLAG SCREW 49 173 t60'W.0'0.7.12510.7 66' 3.6` 126"18.0'6.3' 0.1• ENETR.LAO SCREW 45 18.V 16,0' 0w 16.0' .NETR.I AO SCREW 45 6.T 6r 4,/' 68 126.160'11.4' DO' 1Y 6'1&0' 68"J 125'16.0'6.0' 55 16.7 N0.7 Sr 160• 66 5.r 4 34' Tap(Ib),358,63 R 12T 163' 9.6.4.1• 12A'180. 6,0" 128'160' 00" Twp(10)•35&63 06 10r 10.0' 4.4' 16.0' Twp(Ib)•369.69 OS 1.5 3.r y 8_ VwP(b)•02,91 UO 17516.7 &0' 12.x180"tl0' 125.16,0" &0' Vwppp)+62•pl 72 ar 18.7 4.4' 10.0" Vwp(b)•82.01 72 41' 3.8• W = N:( 9M z 1•IQ'THREAD 39 12.W 16.0'1&0' 7.r 12.5 1&0'b.3" 44 123"13.6" 64 3.r X14 x 1AM"THREAD 39 1&0• 18.7 6144' �3• 114 x N-112'THREAD Ji T.r e.Y' 4r &9` PENETR.W000 SCREW 11 12,6"18,7138` 8.1" 113'1&r S' 3r 5.25 i0.r{,1' 31' 1R,WOOD SCREW 15 16.0• 1R,7 35 11.4` NETR.WOOD SCREW 45 60 SA' 4,r 3' 56 12S'160`OA' S..1• 6,25'IIr 1.3' 12" 0.26•ro,' 33' 55 11.8' 1&0' 3.r 113' 66 &r 4.4' 14' 1- IL 3 Tap(10)•!54.00 R 125 N,Y a.J'1.1' &26'10.1' J.r 625 ro.r lr Tow"•231.00 66 &r tar 10.4" Top0b)•23.40 a6 43• 3r 37 MALA V.Ipw•96.74 130 am W' Sr 6.25'10/' 39" a2r WC 3.r VwpBb)+90.14 /! &9 14,2" 1044` Vwp(Ib)•98,74 T2 4.1" Sa` 37 C � 7IIVx5R"EMBED 39 12.6"N0.18.0"130' 12.3'1&0' 8r 6.P 126'13.' 6.r 6.8` TNe'xa8'EMBEO -� 39 180 1810' 0 0' W,0' 7N6`x1ZEMBED 39 137 BAT or 5.8' 999p BU&11NOa 49 12.5'16713.5104 125"131' SS $' 6.25'10.8'1,0` 3r N*gh) ASS BUSHINGS. 45 160` 16.0• S.6' H.r BRASS 9USHNOa AS 11r 6.0" T.1" St" ' rw5CREW be 126`16.0• B.r a', 625"11.1`4S." 5.4' 848`10,9` 3.5 5.7 ,20 SCREW 55 11,r law 5 11,r W209CKW 659r tl.T 5.0" 4,Ppb)•23110 72 12.8'11,0" &r 8.9• &2T 10,3" 36" S..0' 6,25'1&3.3a'S.7 pBb)•231.SU 6s 8r 1S5 10.X' Twp(b)"23130 e5 7.e' 6.5 6.1' S.r ) 6: +732.80 130 6.26'10.9' 33' s.a• am roa' Sr &0' e,2r 10.9" J4 S.7 •2J2a0 72 5,3` 14.0' 10.3' -232.50 I T2 1 7.7 S7 &1" &F' ANCHOR NOTES: I.SPANS AND LOADS SIIOWN I HERE ARE FOR DETERMINING ANCHOR SPACING ONLY,ALLOWABLE.STORM PANEL 2.ENTER MUST BE LIMITED TO THOSE SHOWN IN ALLOWABLE SPAN SCHEDULE(TABLE E'NTER ANCHOR SCHEDULE BASED ON HE EXISTING STRUCTURE MATERIAL ANCHOR T T DESIGN LOAD 6S.NRIETE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMIM3.FASTENER SMALL BE LOCATED IN CENTER OF ��\\11161�'�i,Q fllI�1•�' GREATER THAN OR EQUAL TO NFGATVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EWAL TO NOMINAL r x 4'(MIN)WOOD STUD(SM"EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING).WOOD STUD SHALL BE SHUTTER SPAN. \ ENSF SOUTHERN PINE,G-0.55 OR GREATER DENSRY.LAO SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 84aj a-4t-R 1.SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION(SEE MOU I ING DETAILS ON SHEETS 2 7.'DESIGNATED REMOVABLE ANCHORS,WHICH ARE REOURED FOR DIRECT MOUNT INSTALLATIONS. �YIPING WANG P,E. a 3 FOR IDENTIFICATION OF COMMOTION TYPE). 6.MACHINE SCREWS SMALL HAVE M941MUM OF ur ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE 6PMIl- M•6110 4.ANCHORS SHALL BE 114STALLED M ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. :FLORID 1>EB�ATON 6.WHERE EXISTING STRUCTURE W WOOD FRANWNG,EXISTING CONDITIONS MAY VARY,FIELD VERIFY THAT EITHER A PAN HEAD,TRUSS NEAR,011 WAFER HEAD(aDF.VMI K BOLT), RtiV{S6Q - FL/55989 66481'sx 0.MNIM.UM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO CR OTHER WALL RHMMIES. "'Or FASTENERS ARE INTO ADEQUATE WOOD F'PAAWIO MEMBERS,NOT PLYWOOD.FASTENMO TO PLYWOOD IS .09111 Ilq ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 1Q DESIGNATES ANCHOR CONDITIONS WINCH ARE NOT ACCEPTABLE FOR USE. 1 - C.A.N.'. 77 .cr Ie•a 11 Aw16PwRr Pb 0S '1 lu eMt4A2 I• 06tHAD12-32 JUN 0 2 2015 ...... .. ...... .... . .. ..... El m • IZ,9PeN1Vd. "PAD" GA2ACAr POOP 51ZL 9'X7' MOC7EL*94 . • ••••• NON--IN5tLAT-t2 I°LU5H PANNE., MIAmi-tgAm COUNTY A'rRo\EIS ••• • ••• •••• HURRIC"NIGH LOAD WINq COM APIOROVW,P5M+621-70 • • • NO LOUVEt25 •• • NO& 415-0!511,04 Vmr- In a TA U I w IN%&LAVON Or C.AZGE ANC?SMALL MI551LE IMPACT IM5%ANT 0,06D" (MIN,) ALUMINUM 5TOPM PANEL5 SHLMIZ OVER NTA,MOCK GAPAa 51121'VENT W( P5r t+~2001-200) HOA: 12-0309,04 a �-_ _ U _ EEtZAIN�coSrA 1079 NE 104TH 51 MIAMI %iOW5, R- 15!HS8 L Wll N ALL Fl-DLFIAL JUL 3 201-3 _ s • •.s... m • • • •00 00 • • • • . RESIt7ENiIN "G7fV3" GAk'ACiE t700RSIZE 9'X7' M017EL#94 •. .s .• as goes:* NON-IN5LLATEt2 FLU5H PANNEL,MIAMI-tmm COUNTY API'ROVEt7 HURRIC"HIGH LOAP WINP CODE APPROVMt9,Pyr-+-62/-70 i• i•i • NO I.OUVER5 • • • ...... •..s.• NOA #15-0317,0} • • • • • �f?ON1' ��VA1'ION • • •••••• s • . s• • IN5TALLA11ON OF LARGE ANP 5M&IL M159LE IMPACT M95TAW 0.063" (MIN.) ALUMINUM 51'ORM F"I,15 94MR OVER ORNAMENTAL BRICK GARACZ 5117E VENT W( P5F;+200/-200) m � Hoa I2-c>a09.04 r 1,F,r-1' FI FVA-noN EFi?AIN ACoStA 1079 NE 104TH 5r • ---- -- MIAMI 5HOtT--5, FL 33138 i E NOi AML T py 1-- f �.,tAMl CT TO COfVIPL1ANCE WITH ALL FEDERAL JUL 2 15 iY ItUI FS AND RFG1)1_All('NS