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500 NE 97 St (11)MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date tt I2 Time Type Insp'n 1 �J �'��� • Permit No. P-3 O - 3 3 - I `1 r1 g- Name CCJ Address s c © me 0 SZ Company Phone # - 50 - 5 - 7 S , � L ~/ 7 For Inspector: 6 P s t 2 I er, Name & Date Approved Correction Re- Insp'n Fee koi 54 AAA \c? 0 pike9fAzel Pap Date Type Insp'n Permit No. Name Address Company MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request • Phone #OS For Inspector:(1 1 3 Name & Date Approved Correction Re- Insp'n Fee VTime n u9 MIAMI SHORES VILLAGE 0 BUILDING DEPARTMENT 4\ 305- 795 -2204 �^ Building Inspection Request Date � �)1 ll5j Time SL4/L s Type Insp'n Permit No. Name 13P 63- /77A Address 00 /1/1G 9? ST Company Phone # For Inspector: Approved Correction Re- Insp'n Fee Name & Date 4Mod ofil. 5 11,6z16, A- 1114te 14/5414r, . 141IAMI•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE MetalTech, Inc. 7635 West 2nd Court Hialeah ,FL 33014 The expense of such testing will be incurred by the manufacturer. APPROVED: 08/16 /2001 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE CONIPLIANCE OFFICE METRO- DAD:.: FLAGLER RUI LI)ING 140 \ \'EST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 CONTRACTOR LICENSING SI• :(rIoN (305) 375 -2527 FAX (305)375-2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375.2908 1'RODtier CONTROL DIVISION (305) 375 - FAX (305) 372-6339 Your application for Notice of Acceptance (NOA) of: Maximum Impact .050 Aluminum Storm Panel under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 0718.09 EXPIRES: 10/22/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE, & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 11 s0 4 5000I \pc20001 \:emplaces \notice acceptance cover page.doc Internet mail address: postmaster buildingcodeonlinc.com Homepage: http : //www.buildingcodeonline.com MetalTech, Inc. ACCEPTANCE No.: 01- 0718.09 APPROVED AUG 1 6 7(1[11 EXPIRES Oct. 22, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE Aaul Rodriguez; Chief Product Control Division -3- MetalTech, Inc. ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews a 0.050" aluminum storm panel type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. PRODUCT DESCRIPTION The 0.050" aluminum storm panel type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98002, titled " 0.050" maximum impact storm panel ", prepared by Ramms Engineering, Inc., dated January 10, 1998, last revised on September 11, 1998, sheets 1 through 7 of 7, 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 Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION The 0.050" aluminum storm panel type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Raul Rodriguez, Chief Product Control Division 01- 0718.09 AUG 1 6 2001 Oct. 22, 2006 W OR d Established 7957 0 Date : O PK)—(D3 To : I I e ki ► 1 1 0 Metal Tech, Inc. is the Dade County Notice Of Acceptance holder for : Bahama Shutter Slimline Accordion Econoline Accordion Hurcufine Accordion Maximum Impact Maxi Roll 50 • Maximum Impact 50mm Roll -Up Shutter 24 Ga. ( 0.029" min) Storm Panel 20 Ga. ( 0.041" mini) Stbrr Panel .050 Alum. Storm Panel .060 Alum: Storm Panel This Letter authorizes• at the following job site: ADVANCED NOME PRODUCTS 763SW2 COURT HIALEAH, FL 33014 7635 V:'st 5e^ C .. i o.,,,. . F to use the above named products IMPOCT- HURRICANE SHUTTERS ti/b cbjt Acceptance No: Exp Date: 0 2- 0122.04 0 2- 1009.10 02- 0924.02 0 2- b507.08 02- 005.01 0 1= 0206.12 01- 1224.07 0 2- 0611.05 0 2- 0312.08 0 2- 0611.03 02/24/07 01/27/08 04/06/07 06/1 3/07 04/18/07 0 4/19/06 03/22/06 07/22/07 10/22/06 07/01/07 ENCLOSURE SYSTEMS Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 140 • mph Wind Zone mph Wind Zone Effective Wind Area (or, Tributary Area) in Square Feet Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 30 10 20 60 30 i 40 50 60 20: - 1.40 - 1.29 50.3 - 1.23 - 1.19 50 - 1.15 - 1.13 15 i - 67.4 - 62.9 - 1.02 -60.2 -58.3 ! -56.9 -55.7 20 I -71.4 -66.5 -52.3 -63.7 -51.0 - 61.7 -50.1 -60.2 -58.9 25 -48.7 -74.5 -69.5 -57.8 -66.6 I -64.5 I -62.9 -61.6 30 I -77.7 -72.5 ; - 69.4 -57.9 - 67.2 =56.4 -- -65.6 -64.2 40 I -82.4 -76.9 I -73.7 -60.3 -71.4 -58.8 - 69.6 -68.1 50 I -86.4 -80.6 I -77.2 I -74.8 I -72.9 -71.4 60 I - 89.6 -83.6 I -80.0 I -77.5 -67.1 -75.6 -74.0 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 140 mph Wind Zone Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 Height (Maximum) 60 Effective Wind Area (or, Tributary Area) in Square Feet 0.95 I 10 20: I 30 50.3 40 I 50 I 60 20 - 1.10 - 1.05 I - 1.02 47.7 - 0.99 ! - 0.98 53.1 - 0.96 15 I -54.6 -52.3 I -51.0 53.9 -50.1 I -49.3 i -48.7 20 ! -57.8 -55.4 I -54.0 64.5 -53.0 i -52.2 I -51.6 • 25 -.... _ ; - 60.4.__ ._ -57.9 I___.. =56.4 -- 59.1 -55.4 i - -TM_ -54.6 I -53.9 30 i - 62.9 -60.3 I -58.8 I -57.7 I -56.9 I -56.2 40 I -66.8 - 64.0 ! - 62.4 -61.2 I -60.4 ! -59.6 50 I -70.0 -67.1 j -65.4. I -64.2 I -63.3 I -62.5 60 i -72.6 -69.6 I -67.8 I -66.5 I -65.6 I -64.8 Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 140 ' mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 50.3 48.1 46.7 45.8 I 45.1 44.5 20 53.3 50.9 49.5 48.5 • 47.7 47.1 25 55.7 53.1 51.7 50.6 49.8 49.2 30 58.0 55.4 53.9 52.8 52.0 51.3 40 61.6 58.8 57.2 56.0 I 55.1 54.4 50 64.5 61.6 59.9 58.7 I 57.8 57.0 60 66.9 63.9 62.1 60.9 59.9 59.1 RAM MS ENGINEERING, INC. 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 Robert S. Monsour, P.E. Fl # 11955 / 0006024 DESIGN WIND LOADS (LBS /SQFT) FOR Kd = 1.00 FLORIDA BUILDING CODE 2001 ASCE 7 -98 WIND CODE 140 MPH ZONE Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT R