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1220 NE 94 St (9)4 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date V/Yr - Job Address 4 j 47 '51 Tax Folio / / 3 .� 05 a/ c7 Oa 9 C Legal Description Historically Designated: Yes (&/Lessee / Tenant " ICI (1 “Ca.-rt ` Owner's Address / 2 Pt G d / q � /347'2 // Phone ' 1 , R 1 3 a g4c) /2() % 3 7 - QnaliherJa � 6 ( . ROI)/ - (# Phone C)O `► J C 4�8 State # Municipal # Competency # I 5T Ins. Co. Architec gin- t60,11-er 77 11 Bonding Company Address Mortgagor Address Permit Type (circle one):. t UII.D D G ELFCTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Contracting Co. kd / fl /-) 4 n `J 51 u Square Ft. I 12 355 rib Estimated Cost (value) U WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. FEES: PERMIT APPROVED: Zoning Mechanical cc,a ,% I/7 lg7 Notary as to O - •; i President My Commisei� %s. 12, ,9 e o 9F� o ?o #CC 444555 ; pQ' CSTA.. fe4ftC — �_ Date Address Master Permit # Address 33��5 /Vet 5- Si `ure of Contract r o ? Owner- Builder _ N6taiy.a'to �'' _r or O 14y Commis; = • aFa fli '§1�, No Ara Date Date t XX ',REF: 1 7622PC? 1 l 1 1. Legal description of property and street address: NOTICE OF COMMENCEMENT 'A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. // STATE OF FLORIDA: COUNTY OF DADE: 97R 192129 1997 MAY 01 15:02 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1 9 N 9 , 0 m l v r t rho re 2. Description of improvement: HURRICANE SHUTTERS xx 3.Owner(s) name and address: /�Q /V.6 / `7 � j J ! r la r I elf 4- tQ . ,f red ,Ri 13�5 J � TQ n t1 q buc rY Interest in property: OWNER Name and address of fee simple titleholder: 4. Contractor's name and address: ROBINSON & SONS SHUTTER CO. 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 8400 N.W. 96 STREET'i, MIAMI, FLORIDA 33166 RECORDED IN OFFICIAL RECORDS BOOM: pc Deng rev MITY H ORIDA. RECORD VERIFIED HARVEY RUVIN 6. Lender's name and address: ct. CIRCUIT COURT 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year date of recording unless a different date is specified) � ��` , �Q �•� l a l�wry XX.. DRIVER L '•E NO a63o=840 - 5r -- 764. -Q t Q� •e ff t$ eq'. e _Pa J+S xx / - * :..... :* MAY 12 1997 Signature of :i.'"er i2s �ICC 444655 . p Q Print Owners Name f (,i n [iG � r .Aa.. rre _ � �� � pared by: PAT WILLIAMS Sworn to and r+bed before me this O day of � 9 '97 . � �'rrrrt � � ,1' bBINSON &: SONS SHUTTER CO. Notary Public f , b)L2?a/YY Print Notary's Name PATRICIA J. My Commission Expires: 1 - 1 9 - 97 WILLIA?1S Address: 8 4 0, 0 W 6 ST�« MIAMI ,FLORIDA 33166 12301.52 2/93 ORDER NO. DATE BUILDINGlAREA OPEIING NO. TYPE 1� OPENING SI WIDTH HEIGHT 3SYi MATE:UAL, 20ga .040 18ga .050 - VA It 5 13 X 3� xLto \Sx 1 6x trlA HEAD TYPE s , 2X HEAD DETAIL DC PAINT Clod DB BE SP M A BASE TYPE SWA F HT PHONE NO. HOME BASE DETAIL DC BASE PAINT DB BE SP M A WORK PROMISED TRACK WIDTH I0X req �=-- o,s i cc 0-ort• OF PANES 3%a PAN HEIGHT 47 SOUARE SPEC. EQP. J PAN CUT BEND WOOD[] REMARKS 17 3sX X6 c e) -10 F I RIES INC. 1660 W. 33rd PLACE HIALEAH, FLORIDA 33012 Building Official Municipality Sir: AUTHORIZATION LETTER We are the Dade County Notice of Acceptance Holder for 5052 H -32, x .063 thick aluminum hurricane shutters, under number 96- 0513.02. This letter authorizes nb (i6O rh'" JJ Sincerely, FLORID to use our 5052 H -32 x.063 thick aluminum hurricane shutters approved under number 96- 0513.02 to be u at the follow,'ng job: a YTe 1 940 N( TOT IT) (01 oY5 NOTE: This letter authorizes openings for above job. David J`JWilliams Operati s Manager USTRIES, INC. Florida Metal Industries Corporate.. Seal • 5 PHONE: (305) 828 -2282 FAX (305) 828 -2182 TOLL FREE 1- 800 - 675 -4886 MANUFACTURERS OF ;3 en 1 SNOT TEN SYSTEMS METRO-DADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Metal Industries, Inc. 1660 W. 33 Place Hialeah FL 33012 Your application for Product Approval of: "Storm Guard" Aluminum Storm Panels under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Florida Metal Industries, Inc. Drawing No. 96 -67, sheets 1 through 7 of 7 dated 09/16/96, signed by Walter A. Ti!lit Jr., P.E. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:96- 0513.02 (Revises No.: 95- 0821.07) Rau Rod Iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Expires:08 /15/97 This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved:11 /07/96 -1- BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Director Building Code Compliance Dept. Metropolitan Dade County Florida Metal Industries ACCEPTANCE NO.: 96- 0513.02 1. DESCRIPTION 1.1 This approves an aluminum storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on Approved Drawing No. 96 -67, Sheets 1 through 7 of 7, using 0.063" thick aluminum, 5052 -H32 alloy. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 15.50 ", forming 2" deep ribs. 2.3 Aluminum components shall be alloys 6063 -T6 except "h" header, "u" header, 2" x 2" x 1/8" studded angles are aluminum alloy 6063 -T5. 2.4 Tested specimen: Dimensions: 40" wide x 70" long overall 38 1/2" wide x 99" long overall 39" wide x 99" long overall 40" wide x 102" long overall 40" wide x 105" long overall 38 1/2" wide x 107 9/16" long overall 38 1/2" wide x 144 1/2" long overall 39 3/8" wide x 107 1/8" long overall 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel span (height) of: 3.1.1 8' -10 1/4" or 106.25" for wall mount, attached to wall using an "h" header at top; a studded angle and wing nut at bottom (see Section 1 of Drawing. No. 96 -67). 3.1.2 8' -9" or 105" for wall mount, attached to wall with studded angle and wing nut top and bottom (see Section 2 of Drawing. No. 96 -67). 3.1.3 12' or 144" for wall mount, attached to wall with studded angle and wing nut top and bottom, and a 1" x 1" x 16 gauge steel tube reinforcement across the whole width at midspan (see Section 2A of Drawing. No. 96 -67). 3.1.4 8' -10 1/8" or 106.125" for wall mount, attached to wall stud plate and wing nut top and bottom (see Section 3 of Drawing. No. 96 -67). 3.1.5 7' -7 1/2" or 91 1/2" for inside mount, attached to wall using a "U" header at top; a studded angle and wing nut at bottom, and a 1/8" x 1 1/2" alum. strap reinforcement across the whole width spaced at 24" o.c. (see Section 4 of Drawing. No. 96 -67). APPROVED : NOV 0 7 1996 • EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2 Helmy Makar, P.E., Plans Examiner Product Control Division • Florida Metal Industries ACCEPTANCE NO.: 96- 0513.02 3.2 Minimum separation to existing glass to protect shall be: - 2a - APPROVED : NOV 0 7 1996 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3.1.6 8' -6" or 102" for built -out mount, attached to wall using a "U" header at top; a studded angle and wing nut at bottom; both attached to a 2" x 5" x 1/8" alum. angle, and a 1" x 1" x 16 gauge steel tube reinforcement across the whole width at midspan (see Section 5 of Drawing. No. 96 -67). 3.1.7 5' -10" or 70" for wall mount (direct mount), attached to wall direct at top and bottom (see Section 6 of Drawing. No. 96 -67). 3.1.8 8' -3" or 99" for wall mount (direct mount), attached to wall direct at top and bottom, and a 1" x 1" x 16 gauge steel tube reinforcement across the whole width at midspan (see Section 6A of Drawing. No. 96 -67). 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 3.4 Reinforcement: 3.4.1 Panels shall be reinforced as required either at midspan by a 1" x 1" x 16 gauge steel tube or @ 24" o.c. by a 1.50" x 1/8" aluminum strap depending on the separation from glass required and mounting conditions as shown on Section 3.2 and "Maximum Design Pressure Rating W (psf) and corresponding maximum span L (ft.) Schedule" shown on Sheet 7 of 7, Drawing. No. 96 -67. Helmy a. Makar, P.E., Plans Examiner Product Control Division Reinforcement required Panel span up to: Min. Separation to glass Design Load Ref. Drawing Section Number 3.2.1 3.2.2 3.2.3 3.2.4 3.2.5 3.2.6 None 8' -10 1/4" 2 11/16" +58.0, -76.0 psf 1 None 8' -9" 2 1/2" +72.0, -72.0 psf 2 1"x 1"x 16 gauge Steel Tube @ panel mid span 12' -0" 2 3/4" +57.2, -75.7 psf 2A None 8' -10 1/8" 2 7/8" +52.0, -56.0 psf 3 Alum. Strap @ 24" o.c. 7' -7 1/2" 2" +50.0, -72.0 psf 4 1"x I "x 16 gauge Steel Tube @ panel mid span 8' -6" 2 1/2" +72.0, -72.0 psf 5 3.2.7 None 5' -10" 2 7/8" +58.0, -76.0 psf 6 3.2.8 1"x 1"x 16 gauge Steel Tube @ panel mid span 8' -3" 2 1/2" +72.0, -72.0 psf 6A • Florida Metal Industries ACCEPTANCE NO.: 96- 0513.02 3.2 Minimum separation to existing glass to protect shall be: - 2a - APPROVED : NOV 0 7 1996 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3.1.6 8' -6" or 102" for built -out mount, attached to wall using a "U" header at top; a studded angle and wing nut at bottom; both attached to a 2" x 5" x 1/8" alum. angle, and a 1" x 1" x 16 gauge steel tube reinforcement across the whole width at midspan (see Section 5 of Drawing. No. 96 -67). 3.1.7 5' -10" or 70" for wall mount (direct mount), attached to wall direct at top and bottom (see Section 6 of Drawing. No. 96 -67). 3.1.8 8' -3" or 99" for wall mount (direct mount), attached to wall direct at top and bottom, and a 1" x 1" x 16 gauge steel tube reinforcement across the whole width at midspan (see Section 6A of Drawing. No. 96 -67). 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 3.4 Reinforcement: 3.4.1 Panels shall be reinforced as required either at midspan by a 1" x 1" x 16 gauge steel tube or @ 24" o.c. by a 1.50" x 1/8" aluminum strap depending on the separation from glass required and mounting conditions as shown on Section 3.2 and "Maximum Design Pressure Rating W (psf) and corresponding maximum span L (ft.) Schedule" shown on Sheet 7 of 7, Drawing. No. 96 -67. Helmy a. Makar, P.E., Plans Examiner Product Control Division • Florida Metal Industries ACCEPTANCE NO.: 96- 0513.02 APPROVED EXPIRES : August 15. 1997 • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS NOV 0 7 1996 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount The panels are secured to an "h" header or angle or stud plate at the head and to a 2" x 2" x 1/8" alum. studded angle or stud plate, using 1/4 "0 -20 x 3/4" studs w /wing nut and washer spaced at 12" o.c. at the sill, which are anchored to the wall, using the tension anchors as shown on Sections 1, 2, 2A and 3, "Wall Mounts" Sheet 2 of 7, of Drawing. No. 96 -67, bearing the Dade County Product Control approval stamp. 4.1.2 Inside Mount The panels are secured inside a top track "U" Ceiling Mount Header at the head, which is anchored to the inside of the concrete lintel opening; and fastened to the 2" x 2" x 1/8" continuous studded aluminum Base Angle at the sill, using 1/4 "0 -20 machine bolt, wing nut and washer at 12" o.c., which is anchored to a concrete slab or bulkhead as shown on Section 4, "Ceiling & Floor Mount" Sheet 2 of 7, of Drawing. No. 96 -67, bearing the Dade County Product Control approval stamp. 4.1.3 Buildout Mount The panels are secured to a "U" header at the head, which is anchored using 1/4 "0 -20 x 1/2" machine bolt & nut @ 6" o.c. to the long leg of a 2" x 3 ", 4" or 5" x 1/8" aluminum angle used to provide the buildout, which is anchored to the wall; and at the sill to a 2" x 2" x 1/8" alum. studded angle, using 1/4 "0 -20 x 3/4" studs w /wing nut and washer spaced at 12" o.c., which is also anchored using 1/4 "0 -20 x 1/2" machine bolt & nut @ 6" o.c. to the long leg of a 2" x 3 ", 4" or 5" x 1/8" aluminum angle. The build -out angles are anchored to the wall as shown on Section 5, Sheet 3 of 7, of Drawing. No. 96 -67, bearing the Dade County Product Control approval stamp. 4.1.4 pirect Mount The panels are secured directly to the wall at head and sill using 1/4" x 7/8" Rawl Calk -in or Star Tampin embedded into concrete or masonry, spaced at 12" o.c., as shown on Sections 6 and 6A "Direct Mounts ", Sheet 3 of 7, of Drawing. No. 96 -67, bearing the Dade County Product Control approval stamp. 4.1.5 Wall Mount on Wood Framing This installation is similar to the build -out, wall mount & inside mount conditions but anchored to a wooden substrate using the tension wood anchors as shown on Sections A, B, C, D & E "Installation Detail ", Sheets 5 & 6 of 7, of Drawing. No. 96 -67, bearing the Dade County Product Control approval stamp. -2b- Helmy A. Makar, P.E., Plans Examiner Product Control Division Florida Metal Industries ACCEPTANCE NO.: 96- 0513.02 APPROVED : NOV 0 7 1996 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.2 Anchorage of the aluminum angles shall be to concrete, masonry and/or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 96 -67, Sheets 1 through 7 of 7. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 5.2 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". Each opening or, in the case of direct mounted panels with no header and sill, each panel shall have a legible permanent marking instructing owner or tenant to secure panels at lap joints with applicable reinforcing: 1/8" x 1 1/2" aluminum strapa OR 1" x 1" x 16 gauge steel tube, across the whole width of the opening during periods of Hurricane warning. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 96 -67, Sheets 1 through 7 of 7, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. 6.3 This revision supersedes Notice of Acceptance No. 95- 0821.07 and Expires 8/15/97. - 2c - A Helmy A. Makar, P.E., Plans Examiner Product Control Division TEST • TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (70" SPAN) NO REINFORCING. SATISFACTORY HETI 95 -439 +75.4 PSF MTL -16699 Max. 2.88" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (70" SPAN) POSITIVE +75.0 PSF HETI 95 -439 +57.7 PSF HETI 95 -439 -76.0 PSF MTL -16699 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (70" SPAN) NEGATIVE -99.0 PSF HETI 95 -439 -76.2 PSF HETI 95-439 Max. 2.75" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POS. (70" SPAN) NO REINFORCING. +87.0 PSF HETI 95 -442 +58.0 PSF HETI 95 -442 +57.2 PSF MTL -16699 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (70" SPAN) NO REINFORCING. -114.0 PSF HETI 95 -442 -76.0 PSF HETI 95 -442 -75.7 PSF MTL -16699 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 w /reinforcing bars & bolts SATISFACTORY HETI 94 -417 SATISFACTORY MTL -16699 Max. 2.50" Max. 2.88" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +94.0 PSF HETI 95 -417 +72.3 PSF HETI 95 -417 +52.0 PSF MTL -16699 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -94.0 PSF HETI 95 -417 -72.3 PSF HETI 95 -292b -56.0 PSF MTL -16699 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POS. (99 W/REINFORCING. +108.00 PSF HETI 95 -422 +72.0 PSF HETI 95 -422 a Design 0.847" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (99" SPAN) W /REINFORCING. - 108.00 PSF I IETI 95 -422 -72.0 PSF HETI 95 -422 LARGE MISSILE IMPACT TEST (Unit A -I) SFBC PA 201 -94 (106.5" SPAN) no reinforcing. SATISFACTORY MTL -16699 Max. 2.69" CYCLIC WIND PRESSURE TEST (Unit A -I) SFBC PA 203 -94 POSITIVE +75.4 PSF MTL -16699 +58.0 PSF MTL -16699 CYCLIC WIND PRESSURE TEST (Unit A -I) SFBC PA 203 -94 NEGATIVE -98.8 PSF MTL -16699 -76.0 PSF MTL -16699 LARGE MISSILE IMPACT TEST (Unit B -3) SFBC PA 201 -94 (144.5" SPAN) with reinforcing. SATISFACTORY MIL-16699 Max. 2.75" CYCLIC WIND PRESSURE TEST (Unit B -3) SFBC PA 203 -94 POSITIVE +74.4 PSF MTL -16699 +57.2 PSF MTL -16699 CYCLIC WIND PRESSURE TEST (Unit B -3) SFBC PA 203 -94 NEGATIVE -98.4 PSF MTL -16699 -75.7 PSF MTL -16699 LARGE MISSILE IMPACT TEST (Unit C -4) SFBC PA 201 -94 (106.125" SPAN) no reinforcing. SATISFACTORY MTL -16699 Max. 2.88" CYCLIC WIND PRESSURE TEST (Unit C-4) SFBC PA 203 -94 POSITIVE +67.6 PSF MTL -16699 +52.0 PSF MTL -16699 CYCLIC WIND PRESSURE TEST (Unit C -4) - SFBC PA 203 -94 NEGATIVE -72.8 PSF MTL -16699 -56.0 PSF MTL -16699 Florida Metal Industries EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED Additional test reports for 96 0513.02 revision - 2d- ACCEPTANCE NO.: 96- 0513.02 APPROVED : NOV 0 7 1996 //z Helmy A. Makar, P.E., Plans Examiner Product Control Division Florida Metal Industries ACCEPTANCE NO.: 96- 0513.02 - 2e - APPROVED EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Uniform Static Air Pressure Test of "Aluminum" storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -95 -442, dated April 19, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of "Aluminum" storm panels, prepared by Hurricane Engineering and Testing, Inc., Report No. HETI -95 -422, dated February 17, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.3 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of aluminum storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -95 -41 dated February 13, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.4 Test report on Large Missile Impact and Cyclic Wind Pressure Test of aluminum storm panels, prepared by Hurricane Engineering and Testing , Inc.., Test Report No. HETI 95 -439 dated 06/09/95, signed and sealed by Hector M. Medina, P.E. 8.1.5 Test report on Large Missile Impact and Cyclic Wind Pressure Test of aluminum storm panels, prepared by Miami Testing Laboratory, Test Report No. MTL -16699 dated 04/18/96, reissued 09/18/96 signed and sealed by David G. Ober, P.E. 8.2 Drawing: 8.2.1 Drawing No. 96 -67, Florida Metal Industries, Inc., "Storm Guard" Storm Panel, Sheets 1 through 7 of 7, prepared by Tilteco Inc., dated 03/13/96, with complete revision dated 09/16/96, signed and sealed by Walter A. Tillit Jr., P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report, dated 11/15/94, for Aluminum Alloy 5052 -H32 by Inespal Laminaciones with chemical composition and physical properties. 8.3.2 Tensile Test Reports from HETI, Project # HETI 94 -T68a and 94 -T68b dated 04/11/95 for Aluminum sample, tested per ASTM E8 -93, signed and sealed by Hector M. Medina, P.E. 8.4 Calculation: 8.4.1 Storm panel calculations prepared by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P.E., April 03, 1996. 1/c NOV 0 7 1996 Helmy A. Makar, P.E., Plans Examiner Product Control Division Florida Metal Industries ACCEPTANCE NO.: 96- 0513,02 NOV O 7 1996 APPROVED EXPIRES August 15. 1997 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. 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. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approval ", 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 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 copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(e) and this last page 3. Items 10. 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. t / /7 ler" � Helmy . Makar, P.E., Plans Examiner Product Control Division END OF THIS ACCEPTANCE - 3 -