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WS-13-2549Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-226435 Permit Number: WS -11-13-2549 Scheduled Inspection Date: January 15, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: SAKZ, ROBERT Work Classification: Door Replacement Job Address: 5 NE 102 Street Miami Shores, FL Phone Number Project: <NONE> Contractor: HOME OWNER rtment comments REPLACING FRONT DOOR OF DWELLING AND REPLACE HURRICANE PANELS TO COVER THE DOORS OPENING As epr owners request the permit was extended for 30 days only. Parcel Number 1132060131640 INSPECTOR COMMENTS False January 14, 2015 For Inspections please call: (305)7624949 Page 25 of 37 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 14, 2015 For Inspections please call: (305)7624949 Page 25 of 37 BUILDING PERMIT APPLICATION 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 FBC 2010 Master Permit No. GJS // -/-? -o SS j7 Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION W EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ��y / (92 c 5z City: Miami Shores County: Miami Dade Zip: ��f3 Folio/Parcel#: 1 /� 0 % 61216!w- Is the Building Historically Designated: Yes NO Occupancy Type:{ Load: ^ Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Address: S )',Jt—:: City: '!A(y 45 State: Zip: Tenant/Lessee Name:Phone#: Email: CONTRACTOR: Company Name: n"e (�%h C. ' 6_7 &'L =— Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: I DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ % Square/Linear Foota a of Work: 7 Type of Work: ❑ Addition ❑ Alteration El Repair/Replace ❑ Demolition Description of Work: j? Q j&U kC fiy c r, w a Specify color of color thru tile: t Submittal Fee $ Permit Fee $ P V �� . t \X CCF $ 2- 0 CO/CC $ l► Scanning Fee $ Radon Fee $ DBPR $ Notary $ rA Technology Fee $ - 6 Training/Education Fee $} Double Fee $ Structural Reviews $ 'i (Revised02/24/2014) Bond $ f� TOTAL FEE NOW DUE $ ( --..% ��J Bonding Company's Name (if applicable) _ Bonding Company's Address City °' State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved an_yLe(nspection fee will be charged. Signature WER or ADEN The foregoing instr ent was acknowledged before me this JI day of N-- 'F A 20 k9 by "�KOGqEJZX 4�te—Z- who is personally known to me or who has produced Vt---D�VE0. uOF�as identification and who did take an oath. NOTARY PUBLIC: Sign:__ Print: rY Seal: Sindie Alvarez My Comtnission FF 156750 as ExpirosO8l03/2018 Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of , 20 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Arlenis Silvera From: Gmail <robertsakz@gmail.com> Sent: Friday, May 02, 201410:59 AM To: Arlenis Silvera Subject: Permit extension request Please, I would like an extension of 30 days for the open permit for my front door. The door is installed but there's some finishing caulking and/or stucco that needs to be done in the frame. Since I am leaving out of the country tomorrow for 2 weeks it makes it impossible to even have a partial inspection before the due date of 5/13/14. I will take care of this as soon as I get back. Property address: 5 NE 102nd St Permit #WS -11-13-2549 Permit type: Windows/Shutters Exp Date: 05/13/14 Thank you Robert Sakz 5 NE 102nd St Miami Shores, FL 33138 305-788-4048 Miami Shores Village ,1 Building Department ! NOV 12 2013 tL J 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 '3y:,- INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No.W j 13- JS_Yq Permit Type: BUILDING ROOFING JOB ADDRESS: _,�' kc I a Get e f City: Miami Shores County: Miami Dade Zip: • �� /3� Folio/Parcel#: Is the Building Historically Designated: Yes NO V Flood Zone:, �( U OWNER: Name (Fee Simple Titleholder): Address: Address: .S /\I 67 16r� <_f f City: 5 � Cj State: 1Pl Zip: Tenant/Lessee Name: , � k--& Phone#:3CK =D) Email: aA �Hl®Vk-o, f�:Q CONTRACTOR: Company Name: `� l'Ax� Phone#: Address: City: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ l ' IJIJ� CjD Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New n ❑Repair/Repl4ce ❑Demolition Description of Work: r Color thru tile: Submittal Fee $ �� Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Notary $, Radon Fee $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap�atd and a reinspection fee will be charged. Signature r Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this (L— day of MJF/ , 201 knV0 , by I(r7J� who is personally known to me or who has produced As identification and who did take an oath. The foregoing instrument was acknowledged before me this, day of , 20 _, by who is personally known to me or who has produced NOTARY PUBLIC: �p 3 311i Sign: ''- orssroJe = ` 1119Qd Print: ,{�f 9L azi9olio My Commission Expires: l �/ APPROVED BY Plans Examiner Structural Review as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: :FiFic9ei:9e9e**iF9e***� x�Feric9e9: *:r�r�r�r*9e9e:F*iF9F9e*d: �: ��: & k**�r�:e (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06110/2009)(Revised 3/15/09)(Revised 7/10/2007) Zoning Clerk SeoREs y Miami Shores Village Building Department ..r. 10050 N.E.2nd Avenue �N6 Miami Shores, Florida 33138 RmA Tel (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: DATE; 1 ADDRESS: ldr,� �, 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 eventhough 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 ata 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 contractor. It 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 isnot 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 wn 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 r ponsibl 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 m protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or lice n b on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may als buil 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 ' oved myself is sold or leased within 1 year after the construction is complete, the law will presume that l built of tially improved it for sale or lease, which violates the exemption. Initial 5. I 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 workin n my uilding or residence. It is my responsibility to ensure that the persons whom l employ have the license required by law and b my or municipal ordinance. I 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 actin 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 compfor the employee. I understand that my failure to follow these may subject to serious financial risk. Initial —/r 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 conOq the Florida Construction Industry Licensing Board at 850.487.1395 orhftr):/Avww.my§oddalicense.com/dbl)r/t)ro/Cilb/index.�mill-V Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I a/the party legally and financially responsible for the proposed construction activity at the following address: 45- K -XZ— 10-7— 5 ,s.— rzl- 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information have provided on this disclosure. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does norhave 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 ff,114WM 0� g'�3(SL�I �Z y who was personally known to me or who has Produced there License or t t� as identification. ``\you uurru;��� ISOON 3'1'� OWN ,�����✓�,1 j I sus\ ������� T t RAMMS ENGINEERING, INC. Kd=.85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P. E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE i 175 MPH WIND ZONE i I CATEGORY 2 Interior &.Exterior Zones (4&5 -Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 in Square Feet 50 -0.98 60 15 -43.8 . Height Maximum Effective Wind Area or, utary Are in Square Feet -39.6. -39.1 20 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 -41.9 15 40.4 38.5 37.5 36.7 36.1 35.7 -43.8 -43.2 30 20 42.7 40.8. 39.7 38.9 38.3 37.8 40 -53.6 -51.4 25 44.6 42.6 41.5 40.6 40.0 39.4 49.4 48.1 47.1 46.4 30 46.5. 44.4 43.2 42.3 41.7 41.1 47.4 -52.6 -52.0 40 49.4 47.2 45.9. . - Length of End Zone (a): 10% of least horizontal dimension or .4 but not less than 4% of least horizontal dimension' or 3 ft. (h = mean NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TA _ , whicheve i ' I , roof he! In ee EN FOR FLAT OOFS. ). Interior Zone (4 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area (or, Tributa Are 10 20 30 40 -1:10 -1.05 -1.02-0.99 in Square Feet 50 -0.98 60 15 -43.8 -42.0 -40.9 -40.2 -39.6. -39.1 20 -46.4 -44.4 -43:3 -42.5 -41.9 -41..4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50:5 -48.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 -51.4 -50.1 44.9 { 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48..8 48.1 47.4 Interior Zone (4 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area (or, Tributa Are 10 20 30 40 -1:10 -1.05 -1.02-0.99 in Square Feet 50 -0.98 60 15 -43.8 -42.0 -40.9 -40.2 -39.6. -39.1 20 -46.4 -44.4 -43:3 -42.5 -41.9 -41..4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50:5 -48.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 =53:8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 =Walls) Negative Pressures Ex osure C For the 175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area or, utary Are in Square Feet 10 20 30 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -54.1. -50.4 -48.3 -46.$ -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -47,3 25 -59.8 -55.8 -53.4 -51.7. -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6nV 50 -69.3 -64.7 -61.9 -60.0 -58.5 -5 60 -71.9 -67.0 -64.2 -62.2 -60.6 4eV f 71V7 o Iv ` e9 JP-5 7S Q } , . � -.a lie t -5 "79F 4/ h are a Iso 00 ov 1 r� ✓ i7� 3 _ N f cue MIMI®11DE � MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) l 1805 SSV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-25" NOTICE OF ACCEPTANCE (NOA) www-miamidade eov/eeonomvt F.P.G. Wholesale, Inc. 7190 Coral Way Miami, FL 33155 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 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: Series "Condoor" 810" Outswing Glazed Wood Door with & without Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. W0845, titled "Outswing Wood Patio Door (N.I.)", sheets 1 through 8 of 8, dated 04/04/08 with revision "B" dated 04/27/12, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeUscries, and following statement: "Miami—Dade County Product Control Approved", 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 renews NOA # 12-0514.19 and consists of this page 1, evidence submitted pages E -I & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. _, • NOA No. 13-0510.02 MIAMMADECOUNTY ` "� =ate' Expiration Date: 06/19/2018 Approval Date: 07/18/2013 Page 1 F.P.G. Wholesale, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1, Manufacturer's die drawings and sections (Submitted under previous NOA No. 08-0422.08) 2. Drawing No. W08-35, titled "Outstiving Wood Patio Door (XI) ", sheets 1 through 8 of 8, dated 04/04/08 with revision "B" dated 04/27/12, prepared by AI Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, pet- FBC, TAS 202-94 1. Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2. Water Resistance Test, per FBC, TAS 202-94 3. Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of outswing wood French doors Wsidelites, prepared by Hurricane Engineering and Testing, Inc., Test Reports No.'s HETI-07-4174, HETI-07-4175 and HETI-07-4176, dated 11/15/07, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NDA No. 08-0422.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al-Farooq Corporation, dated 05108112, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300--04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS L None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC-2010, issued by Al-Farooq Corporation, dated 04125/12, signed and sealed by Javad Ahmad, P. E. 2. Test Proposal issued by Product Control, dated 5124106, signed by Jaime Gascon, P.E. (Submitted under previous NOA No. 08-0422.08) Heliky A. Makar, P. E., M. S. Product Control Unit Supervisor NOA No. 13-0510.02 Expiration Date: 06/19/2018 Approval Date: 07/18/2013 E-1 F.P.G. Wholesale, Inc, NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED 3. Laboratory compliance letter for Test Reports No. 's HETI-07-X1174, HETI-07-4175 and HETI-07-4176, issued by Hurricane Engineering and Testing, Inc., dated 11115107, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-0422.08) G. OTHERS 1. Notice ofAcceptance No 084422.08, issued to F.P.G. Wholesale, Inc, for their .Series "Condoor Outswing Glazer! Wood Door with & without Sidelites - N.L11. approved on 06119108 and expiring on 06119113. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W08 35, titled "Outswing Wood Patio Door (N.L) ",sheets I through 8 of 8, dated 04104108 with revision "B" dated 04127112, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1, None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatoiy and Economic Resources. E. MATRIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by Al Farooq Corporation, dated 04122113, signed and sealed by Javad Ahmad, P. E. HelfkjA. Makar, P. E,, M. S. Product Control Unit Supervisor NOA No. 13-0510.02 Expiration Date: 06/1912018 Approval Date: 07118/2013 E-2 SOLT LENGTHS 88" LEAF HT.. 42" LOW (3) ANCHORS REQO. OUT -SWING WOOD PATIO DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUOINQ HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD$ TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY MATERIALS INCLUDING BUT NOT LIMITED TO STEEL(,METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MAT RIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2OD3.8.4. TYPICAL ELEVATIONS . pgODUCT Itt-Ni:WL'D he complYlnE wid, thn Ptaida TyuildingCudo ! 5 a w;'Y rx . -c:'L �izanon Dnw4`,� ",. of pRODUCrjMVISPlD as empty wiN, tho lrlor{da DuRdinB Coda. i plaueONo E Vill Controingr' CR PtA: PE CAN. DOORS/SIDELITES NOT MATED FOR .IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ RFOUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET Y THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. 2012 INSULATING GLASS MONOLITHIC GLASS SOLID WOOD INSERTS NON IMPACT Y drawing no. WOS-35 SINGLE LEAF (X) OR DOUBLE LEAF (XX) DOORS DESIGN LOAD CAPACITY - PSF LEAF WIDTH FT./IN. LEAF HEIGHT FT./IN. GLAZING TYPES '9', 'C', V OR 'E EXT. (+) INT. (-) 2/0 2/6 3/0 3/2 0/8 80.0 72.9 00.0 72.0 80.0 72.9 60.0 72.9 2/0 2/8 3/060.0 3/2 7/0 00.0 89.6 60.0 69.5 69.5 160.0 09.5 2/0 2/5 3/0 3/2I 8/0 OOA 60.0-- 80.0 60.0 00.0 60.0 1 60.0 60.0 NOTE: GLASS CAPACITIES ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 SILICONE BEAD 1/8" TEMP. GLASS 1/2" AIR SPACE 1/8" TEMP. GLASS ' SD X 1-3/4' LONG BRAG NAILS $ 1' FROM ENDS z & 3" O.C. MAX. BEAD TEMP. CLASS 1/8" AIR SPACE L CORATIVE GLASS SPACE EMP. GLASS 60 X 1-3/4" LONG BRAD NAILS 1" FROM ENDS& V. O.C. MAX. !v STATIONARY PANEL (0) -OR DOORS WITH LEAF LEAF LEAF OWING W, V. 'D WIDTH MOTH MOTH BOA 50.0 OOA 00.0 2/0 2/6 3/0 3/2 7/0 80.0 09.5 OOA 09.5 00.0 09.5 60.0 09.5 2/0 2/6 3/0 3/2 8/0 00.0 00.0 60.0 60.0 00.0 60.0 60.0 60.0 X XX NOTE: GLASS CAPACITIES ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 SILICONE BEAD 1/8" TEMP. GLASS 1/2" AIR SPACE 1/8" TEMP. GLASS ' SD X 1-3/4' LONG BRAG NAILS $ 1' FROM ENDS z & 3" O.C. MAX. BEAD TEMP. CLASS 1/8" AIR SPACE L CORATIVE GLASS SPACE EMP. GLASS 60 X 1-3/4" LONG BRAD NAILS 1" FROM ENDS& V. O.C. MAX. !v STATIONARY PANEL (0) -OR DOORS WITH DESIGN LOAD CAPACITY - P WIDTH M INCHES T LEAF HEIGHT FLAN. OWING W, V. 'D EXT. (+) V 2/0 2/6 3/0 S/2 0/8 BOA 50.0 OOA 00.0 2/0 2/6 3/0 3/2 7/0 80.0 09.5 OOA 09.5 00.0 09.5 60.0 09.5 2/0 2/6 3/0 3/2 8/0 00.0 00.0 60.0 60.0 00.0 60.0 60.0 60.0 BEAD SILICONE 13EM 4" TEMP. CLASS 1 5D % 1-3/4" LONG BRAD NAILS pp L ��• 1 1 WI W2 WI V12 WI V h w1 wz w1w, �, w?14 f +, Q�W WIDTH (W) W1 + W2 Md (FOR DOORS WITH SIDELGES) 2 0: m S 1�N�L Z O _ XX D. zQ Z �a$ I G' O 4n IO" RAISED PANEL MAIIOCANY OR 3/4" ON, F a . PROUtJCi' RBNE44Tip as emnplyin Ii4h 1Ic Fl4aid5 o: 60 X 1-3/4" LONG Building Cuda �,.. O_ ` O O �/ O BRAD NAILS A,",,' u ti R� z PL EAU ACRYLIC P ACRYLIC �W PL 'FAM ACRYLIC C"i �" i" FROM ENDS Papirane�Uut.f'". 'f`e /~� 31 O.C. MA7f. BM1amiD -r`. /. GLAZING/TYPE 'B'�,IZING TYKE 'C' GLAZING TYPE '77'GCT.A7i ING• TYPE 'E' 3/4" THICKNESS NOMINAL 11/18" THICKNESS NOMINAL 11/16' THICKNESS NOMI* 11/18` THICKNESS NOMINAL n4r. J4YA .AdMAO GLAZING OPTIONS PRODTICFREV16�7 Fia PEAL 7or2 CAN. '5535. a3campiYi00wi1DB5Pi5dta �Alt1l012 MAX. AREA OF GLASS INSERTS...... 13.4 SQ, FT. BuRdM90ode ' QJC �4 MAX. AREA OF WOOD INSERTS....... 8.15 SQ, FT. AQQBN'11eNo EKP OIDMo ��ott3 BN 11nd Qad act Control AA dfowinq no. W08-35 "hwnl 0 of R ■1■ ""� �f11� +HILIall LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIUOS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOLID WOOD INSERTS ARE ALSO ALLOWED. MINIMUM DIMENSIONS: ■II STILES AND TOP RAIL..............................6-3/4" LOCK STILES............................................6-3/4" INTERMEDIATE RAILS ............................ .....8-i/2" 6 MIN I-RODUCTRBYISW BB mcafryfyMgwlth Ru Floddo � 8tdiding Cado ectm. SEE SHEET 2 FOR DESIGN LOAD CAPACITY• �T II��� LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIUOS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOLID WOOD INSERTS ARE ALSO ALLOWED. MINIMUM DIMENSIONS: STILES AND TOP RAIL..............................6-3/4" LOCK STILES............................................6-3/4" INTERMEDIATE RAILS ............................ .....8-i/2" MIN I-RODUCTRBYISW BOTTOM RAILS ............................... :.......... 8-1/2" mcafryfyMgwlth Ru Floddo LIMIT MAX. AREA OF GLASS INSERTS...... 13.4 SQ. FT. LIMIT MAX. AREA OF WOOD INSERTS....... 8.5 SO. FT.Ry 8tdiding Cado ectm. SEE SHEET 2 FOR DESIGN LOAD CAPACITY• M II��� iii ii � ■ LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIUOS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOLID WOOD INSERTS ARE ALSO ALLOWED. MINIMUM DIMENSIONS: STILES AND TOP RAIL..............................6-3/4" LOCK STILES............................................6-3/4" INTERMEDIATE RAILS ............................ .....8-i/2" INTERMEDIATE STILES................................3-1/2" I-RODUCTRBYISW BOTTOM RAILS ............................... :.......... 8-1/2" mcafryfyMgwlth Ru Floddo LIMIT MAX. AREA OF GLASS INSERTS...... 13.4 SQ. FT. LIMIT MAX. AREA OF WOOD INSERTS....... 8.5 SO. FT.Ry 8tdiding Cado ectm. SEE SHEET 2 FOR DESIGN LOAD CAPACITY• M MAY 0 2012 PRODUCTREmiMpD us complying o•iRf nfa FloriAa Uuildinn. Cndo - anm edc ctCantm! drowingno. W08-35 POLYURETHANE TYPMM, ANCHORS FOR OLUE TYPICAL ANCHORS TYPICAL ANCHOR SEE am FOR SPACING lay SEE ELEV. METAL BUCK OR SPACING STRUCTURE TYPICM. ANCHORS SEE ELEV. '^� SEE ELEV. SPACING [WOOD FOR SPACING ,a• 2 QQ' Q MIAMI-RADE COUNTY APPROVED SEE SEE'PARRa EU RDAN ANCHORS 4 di — .6 I #8 x 2" FH SMS AT 3-1/2" FROM ENDS ' ` T 7 7 t AND 1g O.C. MO. , TYPICAF. ANCHORSSEX ELEV. -4 o C FOR SPACING v yTi WOOD SUCKS AND METAL STRUCTURE NOT BY F.P.G. g _ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM THEM BUILDING STRUCTURE. 2 6 AND TRANSFER TO THE 11 ® ® TYPICAL ANCHORS: SEE Et". FOR SPACING 'ELCO M 1/4" DIA ULTRACON BY (F-177 KSI, FY-155 KSI) $ INTO 26Y WOOD BUCKS OR WOOD STRUCTURES p 1-1/2" MIN. PENETRATION INTO WOOD z '• THRU 1BY BUCKS INTO CONC. OR MASONRY off' ��ay� ,� p 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 5 d m W DIRECTLY INTO CONC, OR MASONRY O W n S ffErr77. sy� 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 8 (GRADE 2 CRS) INTO MIAMI-ME COUNTY APPROVED MULLIONS (MIN, THK. 1/8") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy s 36 KSI MIN.) C S R ALUMINUM : 1/8" THK. MIN, (6063-T6 MIND ii R f #D X 2" FH SMS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) fi Al 3-1�2' FROM ENDS • AND 15 O.C, MAX, TYPICAL EDGE DISTANCE 99 i INTO CONCRETE AND MASONRY i" MIN. y.. �,.-•!�,.- 3 INTO WOOD STRUCTURE m 3/4" MIN. m INTO METAL STRUCTUREt/2" MIN. $ �y a O1 CONCRETE AT HEAD. SILL OR JAMBS I'c . 3000 PSI MIN. c < m C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm . 2000 P51 MIN. g _ 1 PRODDCTRflNSRD t� r. Bmi uild yt w11h 9teNbside JAVAD i Build Cbdo �{ 4' CNA . j — / PRODUCTRFNRWPD ACoepWn D FIJ, PC2 l6a Flprida -D 191 io ' .:• : s � . � . v . r 1 .. " l CAN BuildtnglyCallcriill AV 4No!3- .. • �' T v ' a • � t .� �. i BY not BxplAttion Uctc a' g T'� �s�' drawing no. W08-.35 SEE TYPICAL ANCHORS ELEV. FOR SPACING POLYURETHANOLUE TYPICAL ANCHORS By-�`-- SEE ELEV.'FOR SPACING M1mn-"ii uMCoctml A 082012 sheet 4 of 8 DOOR UNITS SIDELITE UNITS t TYPICAL ANCHORS G / X 1-3 a LONG 1-{ O fM V, SCREWS IN PAIRS AT EACH ENO pp �q! m iii555 SEE ELEV. FOR SPACING f ACTIVE LEAF BRkO NNLS AT 12" D.C. MW AT 3/8" I m ENDS AT AND 2" O.C. MAX. INACTIVE LEAP Z dk + 2 2 3 2 rR= - to D OPG, 1O @ fH WOOD SCREWS AT 15-3/4' FROM ENDS t AND 6" O.C. MAX. LiAF WIDTH EXTERIOR - yt LEAF VADTH Tf 1/4" MAX. FRAME WIDTH SHN U Q z 7YPN:A1. ANCHORSSE t O q O m SPACE NO "� ACTIVE LEAF INACTIVE LEAF 0000 3 FOR - 5 U O W n 2 1� ICY' :- - '_���� + 3.' 2 c j � WOOD eucX-. . • , a 2 � 13 INSET WIDTH 10 � $ INSET tWDTN LEAF WI EXTERIOR LEAF WIDTH � a 1/4" MAX.< FRAME WIDTH m SHIM ,p 1 r PRODUCT RRNI?WRC) t ' oft , - ns,wo,Ytyh,l; with Ihu Ftodda FIA - C.AN. 338 H411inD Co& _ Acecptaace PROAUY VISDD moan t wHhltwl'Iodda &dldiS 12`d �. C3ngi Ilett Dnto'— /.,.._. HY.r, aH . y $ tl j .AoCOP�W��e���p/L �, 3 Miaai Ondo l�Aduct Cantral drawing no. f WQ8-35 M�lsa T3 'comm MAY 082 12 eheat b of 8 WOOD BUZCBM PRODUCE RAV[SBD FIA. PE 70582 . yingwlN�Oto pbrkln CAN. e Auoplance No tionAaro [Sxp ..�Of��. ON mt ndo qMA"O 8 202 %low a RIiN(iWP�~,..., g %vilh the Piorida de Growing no. WO; -35 ip-8.250 .650 1.250O 3.fa0 t FRAME HEAD/JAMB 1.750 l.% 8.780 ' 6.285 f� y r / r' .883 TOP RAIL/HINGE STILE/LOCK STILE SIDEUTE RAIL/STILE O BOTTOM RAIL 12 INTERMEDIATE STILE .137ir 500 .520 A .� OO CLA2ING BEAD 1FRM / PART REQD. DRBCRIPTION MATRRIAL MANP./SUPPURR/RBMARKS 1 - 3/ DOOR FRAME HEAD/JAMB WOOD 2 AS READ. TOP RAVHINGE & LACK STILE/SDEUTE STILE WOOD 3 - i/ LEAF BOTTOM RAIL WOOD - 4 - I SIU. COVER ALUMINUM - ' 5 - I SILL AUYR WOOD 6 - 1 FRAME SILL WOOD 7 AS READ. OLAZINO BEAD WOOD 8 - 1 ASTRAGAL PLYWOOD AS MARINE GRADE 13 PLY 9 - 1 ASTRAGAL INTERIOR COVER . WOOD - 10 - - ASTRAGAL EXTERIOR COVER WOOD 11 AS READ, INTERMEDIATE RAIZ. - WOOD - 12 - AS READ. RTTERMEOIATE STILE WOW 13 - 4/ LEW HINGE STEEL - 14 110 X 3' 3/ CORNER FRAME ASSEMBLY SCREWS FIAT HEAD- 15 1OEBO860 1 AS READ. FRAME W'STRIPPINO, FOAM UP PVC Q-LON 1.820 1 B00 ,. .656 ' _ ' WQOD OPTIONS I- SOUTHERN CHERRY t:- ANDEAN WALNUT 3 -TROPICAL WALNUT 4- WHITE OAK 6- YESQUERO SPECIFIC GRAVITY . 0.80 MIN. (Ha1,400,000) GRADE . 2 MIN. MOISTURE CONTENT - 12% MAX. U9 I1 INTERMEDIATE RAIL ASTRAGAL 1.730 a.000 T.30B /'�y 1.50P .375 4.000 250 1 9 ASTRAGAL INT. COVER tt 1 1 i 1- 276 re. 3 HINOF THK. STEEL PRODUCTRBViSBD worm tfY Rtho PlOdda ROBdLtg .13' HI�91cTA ieTO AccePtelcoT4o1000 kCr- f6 ASTRAGAL EXT. COVER PANEL: (4) #12 X 1^1/4' FH WS. MI IDa o I TO FRAME: (4) #12 X -I/4" FH W.S. 4.625 L .062 1.820 1 B00 ,. .656 I .2002.700-d—� (D ISOsem. O =w-1)'ll.Lw O FRA, 11 t v t b N CCpSS Z a 0 M SEALANT; $ FRAME & PANEL CORNERS SEALED WITH DUROLOK CM902 SEALANT. 0 FRAME AND PANEL CLADDING GLUED WITH TECHNOBOND L560S, z o r HINGES; 4" X 4" X .130" THK. HINGE o - A 4 PER LEAF AT 9-3/4" FROM EACH ENDu: t, etl rn AND 28-1/2" O.C. MAX. CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILE 8 KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR c PASSAGE LOCK AT 36" FROM BOTTOM, a DEAD BOLT AT 42" FROM BOTTOM R OPTION T >a EMTEK CORTINA KEYED ENTRY DOOR LEVERSET OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOBSET OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVERSET MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND BOTTOM OF ACTIVE LEAF. w (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) '{ MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF. $$$ pr. YARMAD PRODUCF PXNE 30 ,p CML AN. to tw"'Iyingwilh Uta Flaidu I„ t'!¢ PI % 70592 Duildin6 Cntr y 'C C 539 AacaPtnn No v r+ t 2 8 Gxuhuua DoP ' Mi4nvl Dad¢�6duc9 Ccmtrol deawing no. 0008-35 MAY 0 @ 20 sheet 7 of S s^ x 6/8° wood 17 MIAMI• DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES BOARD AND CODE ADMINISTRATION DIVISION Stw�'5 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Mlami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) .miamldadW&v/ a ld10& American Metal Fabricators, Inc. -` dba AMF Building Products 9040 Belvedere Road West Palm Beach, FL 33411 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 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 thisrproduct 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: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: 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 V. J. Knezevich, P.E., 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 atter 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 & renews NOA # 11-0810.01 and consists of this page 1, evidence submitted pages E-1, E-2, & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Hilmy A. Makar, P.E., M.S. NOA No. 12-0403.01 MiAtybDA Expiration Date: 08/16/2017 Approval Date: 08/16/2012 Osla Ao/2 Page 1 American Metal Fabricators. Inc. dba AMF Bu_ i_ qjz Products NOTICE OF ACCEPT NCE: EVIDENCE SUBMITTED I. 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 PA 202-94, 2% Large Missile Impact Test, per PA 201-94, and 3) Cyclic Loading Wind Pressure Test, per PA 203-94 of aluminum storm panels, prepared by Construction Testing Corporation, Report No. 01-005, dated 0212412001, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS 1. Comparative analysis and anchor calculation, titled 0 050" Aluminum Alloy Storm Panels, dated March 30, 2001, pages I through 31 and anchor manufacturers appendix, prepared by Knezevich and Associates Inc., signed and sealed by VJ. 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 03113101 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 I. Drawing No. 06-537, titled " 0. 050 " Aluminum Storm Panel", sheets 1 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. iffy A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-0403.01 Expiration Date: 0811612017 Approval Date: 08/1612012 E-1 American Metal Fabricators, Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS I. Revised Anchor Calculations and details for 0. 050 " Aluminum Storm Panels, dated December 05, 2006, pages I 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 Cfce. E. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 114810.01 A. DRAWINGS 1. None. B. TESTS I. None. C. CALCULATIONS I. None, D. QUALITY ASSURANCE 1. By Mami-Dade County Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS I. None. F. OTHERS I. 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- Y. John Knezevich, P. E. 2. A letter by Blackwater Testing, Inc., dated August 08, 201 ],'notes a contract for verification test of the 0.050" Aluminum Storm Panel, signed by Dennis W. Du,,�`p. k,e, d. &,e, imy A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-0403.01 Expiration Date: 08/16/2017 Approval Date: 08/16t2012 E-2 American Metal Fabricators. Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. NEW EVIDENCE SUBMITTED A. DRAWINGS I. Drawing No. 12-104, titled " 0.050" Aluminum Storm Panel', sheets I through 4 of 4, prepared by Knezevich Associates Consulting Engineers, dated January 24, 2012, signed and sealed by V. J. Knezevich, P.E. B. TESTS L Test report on: 1) Uniform Static Air Pressure test Loading per PA 202-94, 2) Large Missile Impact Test, per PA 201-94, and 3) Cyclic Loading Wind Pressure Test, per PA 203-94 of aluminum storm panels, prepared by Blackwater Testing Inc., Report No. AE41-001, dated 01/1612012, signed and sealed by Yamil Kuti, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE I. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS I. Compliance letter by Knezevich Associates Consultant Engineers, dated January 24, 2012, certify compliance with the FBC, 2010 Edition, signed and sealed by V. John Knezevich, P.E. 2. Bill of Sales. MWfty A. Makar, P.L. M.S. Product Control Unit Supervisor NOA No. 124M.01 Expiration Date: 08/1612017 Approval Date: 08116/2012 E-3 COCATIOPIMARIGNO<OPOIRONAL LOCA %N) 5 ' 4 0 ° 0. o so " c _1Lo_5;� fI 1.453' 12.00" COVERAGE l 6.00" COVF"gA6E 14.927" 631, OSMRM PANEL 7a HALF PANEL SCALE, 3" . T-0•• SCALE. 3" . T -O" ONE HALF PANEL PER OPENING MAY SE USED AS REQUIRED TO COVER OPENING 2, N 1 CREAS tN AL 8VyyUR(� gSTR IS HpS BEggN USEO INN TMg DES ON OP THIS ucr. wPMO LOAD DURATION FACTOR CG " 1.6 WAS USED POR �DOO SCREW SI N. 3. OE S CT1P SITIVAE N GJ1TVSl�ldl 0 H R P N O 990" .250" 0 90" � P X3!!,0_.. O'h' AMER SCALE , 3" . V-0" o� ,125'• TYP. N 4.00" MAX. pS ANGLE SCALE , 3" . 1'-0" WIDTH UNLIMITED (PERP. TO PANEL SPANI a^ R . 50" o�w 90,9 O 'y°HEADER R 50" , ro a0o060"P gp U'HEADER SCALE, ALT• STUD OIRECTION .� .090^ (TYP) f{.��pV( a g C6" 4��E 2.00" R 1T' O.C, (1 STUDDED ANGLE SCALE, 3" . T-0- "178- 380" x.275" .060" m170" q�T �g�.9.097- ,090•• 09 x•275 .660" ,IT 645" 275" w D618'C710N 000" ,84097" 6 "E" TRACK SCALE, 3" . V-0" A Og�IREEECTI LITppY �ACCTOMR O d .00. ALL RE SEpOp� � S R O' �PppAS@eT"" D 12" O.C. FOR OCSION %SQ®Ua CSFpR.$. BICTION OESION LOADCS OREATER 110 P.S.P. PLAN VIEW OUNT pp g 4. PUuOR@SSSJTA SgPECIpFiC AgPppLgK�ApTpTO�N OPN7T'HgISESHUTTE�RpSCYOQe INCLUDE INFORMATION = O 1/2" OVERLAP- gAXN'CHONRI sTt1UCT�RE 0jAN¢¢�,f� S PUCE, x 5. OR THE FLORIDA AOMINISTRATIVEE CCO%jD'E.SHAALLL�COMPLYIWIITH CHA`PTgER 616155-M23 px0t3uc1'REVISI3D ' !" ^iYi a como Ih da PIo1W9 ' Acce910nw No O . o I Y�pi4 Q,q gpINTp6,gTM�NE OTHTgRRCPOR�M7HRIALHE�MSTN6� HHEE doe TYPICAL PLAN VIEWS �a A'i1N01 i SCALE, 1-1/2" . T-0" gSNy�fJMTTUgRpACUP�STOTESOETAILEDREIN, T. THMEgNAPOPROISVAT4g1COOCVpMEN SD!TIIDNSS�TgO THESE APPROVAL LLODOCUMENTS WILL VOID p ~ �, 8'.. BUILD OPp'TAA A°M TIE°LECCT'OCNE OP TMLel�POUB.4WIN0 OPTIVONSOOCUMENTS, THE w py-p'A A) RgEfA1U�IRpE eY A III So" Pal OR RTlOISTPR�EbPAq CH'1TSH�ED DA DETTAI AENOIpJUST ICY TN P�ARTTTOgIIIVVV3� A�CtCM1E 8�l , \ MOUNT ECR bS�SIN$IBE NLF CIH GRANTING HH111p501HOR AAgPP�ROO�VAgL��.{ .. OTTOM < . BWI gp� pIOCNppp�p pC gHgE ppL g? p M�pT'HryEp�MIp;IPSTA%ILCIff4iRIYy�PRHO�NWC�TpCOS{{TRyOE(L,pSFECII1OAOpRCAND O TYPICAL 1 gSRE7C'(URESDg;U 87t1KDINpa OPPyI/C�JTANAN PZ�NEgUAREApSpTOIgKIpY�fg�P�T10NL{",BIg�SHy/A�TLCH�BE�U2ACCpERPTENDTBgNYpTHpEe 9. Aj MOUI OFS N81P9ARKH PERgPANWEWEI AND SHA�LEBE PERMAjNTLNRAIR L W NO pp Ma �RM {, g6,0gA�NR�9DgADEppCOUN�Y �p sptT2��9 p�S�E�CT��NMAAPP�ELOVyEO '{}ry�K 10, I dHYP� 0.28 9S0 P..1. MIIA.l4ALC EXTRUSIONS SHALL BR' 8063T6 AWMINUM `g�^I,LL. MpppYpppggTg' N ��i�J�fBR! g p p`T o E p2 p�UM1NUM yp gp(�g K S�pI MLYipNIMpUpM YIELD fTTAIpNLgTHHEpEELNS�RBg6gAHLVyANNIM�EYDZgg5E7EL4WCITHp�Ap@3p8 12. DORTEA{f(i�T�Rl�MpFrAryH•�ol>i MAA SBpE��pMgOOgUN�pTp6pyDSAHORIppZ�ENN�gLCIyHYpWpHE�RgEAgA�P�P'�L'K�ABL�E�DUICTTiOUNpSg 13.ICEHE J08 SIVRE COMBNC(WITADUNWpOTRO VERIFYSALLDOSIMHN816N5 11.940- V "P'TRACK n REV.'f'ANGLE SCALE i 3" . 1' - 0" U M 3- . i•-0" .275" s 60"P ZAMAC ALLOY m T WASHERED WING NUT e , o Hie WASHER a SCALE. HALF SIZE SCALE, 3" . V -O« 3003-H14 ALUMINUM ALLOY FASTENER 12" Me, FOR M B��GpEp"UA� T1. JI' 6 THAN D SIfiN 9" 0' GREATER TT AN 110 P.S.P. iS E ANCHOR SCHEO. FOR ANY ACCEPTABLE +O. ANCHORI 1h'L'x 2�iNSSB« MON. TOe PIECE, e�rx1���gg��1.1LL11 2" x W' ..OSS" MAX. STRUt<TURE OZi �PppAS@eT"" D 12" O.C. FOR OCSION %SQ®Ua CSFpR.$. OESION LOADCS OREATER 110 P.S.P. (THA POR ANY ACCEPTABLE O 1/2" OVERLAP- gAXN'CHONRI sTt1UCT�RE 0jAN¢¢�,f� S PUCE, x px0t3uc1'REVISI3D ' !" ^iYi a como Ih da PIo1W9 ' Acce910nw No O . o I • doe TYPICAL PLAN VIEWS �a A'i1N01 i SCALE, 1-1/2" . T-0" OZi SEE GgLAI OR UOOR iTYPD PTwo i AX. OPERA. NCi o 2 7/4" MAXI 1 1 f U, z� JQ a .._...- AMSPA�DULE FORMI� SCH CING Ew Q4 CONT. hTACHPE BO TWITH10 12" O.C. MAX. AHM TO WALL BErALL PANEL TO ANBLB DETAIL WALL MOUNT SECTION L•! SCALE, 3" . T-0" 1.75 �T IMINE BOLT 4°AA NGNUT T{�gYZP... TOP L BOTTOM IAL IdSSGj"o%AALLEO NTA. [0� WITH V4-20 x S/O" GH BOLT 0 12" O.C. MAX. it SEE GLASS SCHEDULE MAPEl OCEILINGfiNSWE MOUNT SECTION SCALE. 3" . P-0" QL UB WITH 1/4-20 x S/61!M CH E BOLT 0 12" O.C. MAX, x IJ4RDL-OUT NlouNl' SEwir 111Ew1 QSCALE , $" . V-0" xMrM9 CAO Vl 2.12\1b AMF BO.e,2.1 A MqMO M-WM •M 1 1 WAIL MOUNT SECTION (DIRECT MOUNT) OSCALE, 3" . T-0" -20 x SIB" 12" D.C. MAX. 141 SX MoDad D— , R rIL 3 ANCHOR SCHEDULE W01111011 MAXIMUM SPACING ONCHIS) NEWISIO FOR VANGUS DESIGN WADS ANO SPANS LOAD MIN. 3/M1 EDGE DISTANCE (W) SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. S•_6•• 8'-8" 10•_811 ANCHOR TYPE MAX. S NOPE i SEE NOTE 1 (as NOTE 1 (SEE CONNECTION TYPE CONNECTNIN TYPE CONNECTION TYPE 016 NOTE 3) (SU NOTE 3) � NOTE 3) C1 C2 C3 C4 CS Ct CT C3 C4 C5 C1 C2 C3 C4 CS 12112112112 12 12 12 12 10 10 12 12 12 6 6 ®m®mss 12 12 12 12 12 12 12 1_2 7 7 1z 12 L200.0 ®m�im�mmmmnnmom momonmmmmmmmmm 12 t2 72 10 f0 12 '!R 12 6 6 12 fT �ammG70mommmoomom©nmmmMOM mmmmmo;�mmnn 12 12 12 7 7112 12 12 6 6 12 12 smmmmnmmsammumom©ommmmmmmmnmmmmoo 12 12 12 6 6 12 12 12 6 6 12 12 ¢Immoomomsanmuounmmmnnmmmnmmimnn . 12 12 12112 12 12 12 12 7 7 12 12 63.0 12 12 1219 9 12 12 12 5 s 12 12 f44 ,1,,,,,1;;> m®m®®mmmmmm®mm l 72.0 12 12 12 8 B 12 12 12 S S 12 iT i 98.0 12 12 1T 6 6 12 12 12 4 4 12 12 y pop file • n r�I It,.. ,{,, i ii i i mmmmmmommsmommsms sas�Ina m�ia iia imomsanmommemoimnn 48.0 12 12 12 12 12 12 12 12 =S 12 11 12 7 7 smmmmmmmmmmmmmmmmmmmmmmmmmmmmmm 69.0 /2 12,12 10 10 121 4 f2 6 6 11 5 7 S 5 �I 9MOV3mmmmmmunmF onummmmmmmmm[�tmiltk3mm 72.0 1S12 12 9 9 12 6 9 5 S it 5 7 5 5 ��mmmmm�PmP1��cmcmms,msam®mmmmm�im�mmsnm�sWE 96,0 12 9 12 6 6 ii 5 7 5 S 71 7_ 5 5 I(f�f mmosam •1JI.i%�m� � m _S 200.0 H 5 7 S 5 11 S 7� S 5 11 5 7 S 5 . _.., �.��y. EMOROoomsamosamomUPOOmmmoommmmnmom 0000000mbogoomoss sH000uflo MEMHumor® ommm m mA©o ©©mmo 0©4©o�i°noosoi.®®�nisaannfim©®sa©o ®s�sa{es°ooran�no �-.,,.�....�•,.,.-...�.,mmmm®mmm©sumo®©© r0. W, .,,9ii a 0 a 0 w 0mmKim momsamons3o© iii i� iii ii saoosasas�onoosa©r�oo smmmmmmmmmnmmmnummmmmmmmommmmn ■' smmmmmmmmumonnumm mmmmmm n sa ' Kmmm®mnomoo©©moo©®mmma mosao©mmoosa© ��monsaomnnt�amnn©aimnoos,can000mnr�sa© ANCHOR SCHEDULE FASTENER MADDMUM SPACENO (INCHES) NEQUI SID FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 3/M1 EDGE DISTANCE (W) SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. S•_6•• 8'-8" 10•_811 ANCHOR TYPE MAX. S NOPE i SEE NOTE 1 (as NOTE 1 (SEE CONNECTION TYPE CONNECTNIN TYPE CONNECTION TYPE 016 NOTE 3) (SU NOTE 3) � NOTE 3) C1 C2 C3 C4 CS Ct CT C3 C4 C5 C1 C2 C3 C4 CS 12112112112 12 12 12 12 10 10 12 12 12 6 6 12 12 12 12 12 12 12 1_2 7 7 1z 12 L200.0 12 t2 72 10 f0 12 '!R 12 6 6 12 fT f. P�R 12 12 12 7 7112 12 12 6 6 12 12 12 12 12 6 6 12 12 12 6 6 12 12 . 12 12 12112 12 12 12 12 7 7 12 12 63.0 12 12 1219 9 12 12 12 5 s 12 12 f44 LU 72.0 12 12 12 8 B 12 12 12 S S 12 iT i 98.0 12 12 1T 6 6 12 12 12 4 4 12 12 200.0 12 12 12 4 4 121`12 12 4 14 12 12 12 4 4 48.0 12 12 12 12 12 12 12 12 =S 12 11 12 7 7 N 69.0 /2 12,12 10 10 121 4 f2 6 6 11 5 7 S 5 72.0 1S12 12 9 9 12 6 9 5 S it 5 7 5 5 tot- _6 tt 96,0 12 9 12 6 6 ii 5 7 5 S 71 7_ 5 5 W _S 200.0 H 5 7 S 5 11 S 7� S 5 11 5 7 S 5 ANCNORNOTU I. pC ')pi"lc�'a�i �p N pG 2. 111 AN E TY 0 E4 L T! AIPU TE�otND LECT S IA ���°V� 9.SEEM0UNTINGSECTION DETAILS FOR IENTIIFIICATIIONOfCONNECTION TYPE. 4.YPEROEXSNG7RkC§A0EWINAWANROTYp0811p9NN S. 90jiQRSNQ)}AI.L B! INSTALLED IN ACCORDANCE WITH MANUFACTURERS' S. ysZf&`OM!! EMBEDMENT AND EDGE pgDIIISS{TANCE EXCLUDES WALL FINISHOR 71 S�TMAT C�§BsRjlp! iDAMA6EpRpAID gM aANMD COpQATd ONANZHONAGE 6. SUW�CES FFA��' tf TO PL�TbwWS'o���AC L'A���'�N'lV �RF�� �,I,�$$$�'OAIAI-IA�.f �IAa S IE 19i ELL H G RD�� gL PgS1yPg g ASMpOy�Rjp�'�RUSM Q�IN71O . L CRpEpW �pS pp45L 10. rN BASE AFIOR ANO MAY HAYS EITHERFA PAN HL°AARUSB HEA, OR WAFER HEAD (SIDEWALK SOLTI, U.O.N, 11. ®p DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 12, SyC{REpWILGLN�p�BSTA 1lgCp$�,O�pRSgE�D7 pp�CG�N{pUgT RREpMONVpA�BLgEg BY gREMOVING CRMgATCgHINE 19. PLBOppRyf BEAMS�SWO(RpApCEpIN(EIpRINOS�.gE�XCEPTIONirCONCRETE S LABSCGN GRAD". MA%?U2 AIiCFIOR SP0% PROCK=RBVISOD SPACING PER SPACING PER 8� tla Flatiak ANCHOR 8CNlOUL! f ANCHOR SCHEDULE CeALn01 _t tt EXTRUStiO SGH60 7YP.F" I+ � • MAXIMUM ALLOWABLE MINIMUM STORM PANEL SEPARA110N FROM GLASS 8 STORM PANEL SPAN SCHEDULE POSITIVE MIN, SEPARATION MIN. SEPARATION HED. DESIGN DESIGN ACTUAL FROM GLASS FOR FROM GLASS FOR LOAD LIPS% 2 10A0 IW) SPAN fLl INSTALLATIONS LESS INSTALLATIONS GREATER 1 (PSFI (FT - IN) THAN 30' ABOVE GRADE THAN 30' ABOVE GRADE (PSFI (PT - (INCHES) (IN[NCSI 30.0 a)!� lo- 8 3-6 3-1/2 7-5/16 35.0 10-8, �WT•]j 30.0 8.6 3_vz 1-7rd 40.0 10 - 4 10-8 4-1/4 Z-3/4 4S.0 10-0 y�I p 3 - 6 3-.1/Z 1-S/14 48.0 9-10 40.0 8-0 3-t/2 2-t/e 50.0 9 - 9 10-6 4-i/4 3-7/8 55.0 9 - b>' 3-6 3-i/2 1-5/16 60.0 9-4 50.0 3-t/Z Z-3/8 62.0 9 - 3 }y.( 9-11 4-i/4 3-1/e 45.0 9 - 1 3-6 3-i/2 7-S/18 67.0 9-1 A 60.0 8 - 8 3-1/2 2-9/16 70.0 8-11 9-6 4-1/4 3-1/8 72.0 d - to IS 3-6 !-i/Z t-5/16 75.0 8 - 8 H 70.0 8 - 8 3-!/Z 2-3/4 80.0 8 - 2 9 - 0 4-1/4 3 90.0 7 - 3 3-6 !-t/Z 7-5/16 900.0 6 - 7 80.0 6-6 3-t/Z i-13!14 110.0 S-11 d. 8 - 2 9-i/Z 2-5/8 115.0 S-8 3 -d 3-1/2 1 -!/Td 120.0 5-S 90.0 5 - 4 3-tl2 i-9114 130,0 S-0 pa 7 - 3 3-i/2 Z-3/14 140.0 4 - 8 tti 100.0 3-6 3-1/2 1 -slid 150.0 4 - 4 6-7 4 3-1/2 2 3-1/2 160.0 4-1 ; 110.0 3 - 1-5J14 170.0 3-10 0 S-11 180.0 3-7 a fe SSE TABLES 115 NOTES NUMBSAI 9 i 1 190.0 200.0 3-S 3 - 3 � i I[ e i 1 TAMILS& 1 L S NOTES, t ENTER TABLE i MTN NEGATIVE MESION LOAD TO DETERMINE MAX. PANEL SPAN (LmSx). POSITB LOADS LEES THAN OR EQUAL TO THU NEGATIVE LOADACCCPTASLE. 2. FOR DESIGN LOADS SCTWCEN TVALUES, USE NEXT NIGHER LOAD OR LINEAR POLATNIN MAV BC USED TO 09YEAMIME ALLOWASAN& Z. CNTCR TABLE 2 WITH POSITIVE 0 SIGN LOAD TO DETERMINE MW. SEPARATION FROM GLASS. t i PRODUCT R8VUMD i bsconoy� Ike Pbrtda , ' I uaCODlrot flora C: at4 V 104 t 3 PM, Ledger, t:t, WNM. , 9-1/2 1-3/4