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290 NE 95 St (4)1 ' METRO•DA6E ; k PRODUCT CONTROL NOTICE OF ACCEPTANCE Rolladen, Inc. 550 Ansin Boulevard Hallandale Acceptance No.:96- 0621.01 Expires:02 /27/00 Approved: 02 /27/97 FL 33009 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREtT • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Extruded Aluminum (6063 Alloy) Accordion Type Shutters 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 Rolladen, Inc. Drawing Number 96 -19, sheets 1 through 5 of 5 dated 01/30/97, signed by Humayoun Farooq, 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. Raul Rodfiguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE 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. Director Building Code Compliance Dept. Metropolitan Dade County 1kQ lateen, Inc. 1. DESCRIPTION 1.1 ACCEPTANCE NO.: 96- 0621.01 APPROVED : Feb. 27. 1997 EXPIRES : Feb. 27. 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves an aluminum accordion type shutter, 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. Main blade is 3.709" center to center, 4.186" wide x .050" thick, constructed as indicated on approved drawing No. 96 -19, Sheet 1 of 5, using extruded aluminum alloy 6063 -T6, which is also used for the adapter slat and the other components shall be constructed using extruded aluminum alloy 6063 -T6 unless otherwise noted on the same drawing. 2.2 Blade pins shall be #14 x 3" Machine Screws manufactured from 410 stainless steel with fluorocarbon coating and 0.050" thick stainless steel washer and a 112" diameter x 1.0" long Celcon bushings. 2.3 Tested specimen dimensions:: 47" wide x 123" long overall (120" Blade length) (1) specimen for Static Air Pressure. 48" wide x 123" long overall (120" Blade length) (3) specimens for Impact and Cyclic. 3. LIMITATIONS 3.1 Maximum allowable Blade Height or Span : 10' -0" (120 "). 3.2 i _s u • .b a as - ,ei ._ ,•� _• c _me_ t.. • d 1• IS .1 .t., . 6' -0" (72 "). 3.3 Maximum allowable Blade Height or Span for existing wood bucks installations: 6' -0" (72 "). 3.4 All Wood Framed Installations shall be valid only for installation below 30' above grade. 3.5 Minimum separation between glass to be protected and shutter: Shall be 3 -1/2" as shown in Section E -E on Sheet 3 of 5, Drawing 96 -19 for all types of installations. 3.6 Special requirement: 3.6.1 A maximum clearance gap of 0.350" shall be provided between bottom of blade and top of sill and top blade and bottom of header as shown on drawing number 96 -19 sheet 2 of 5. 3.6.2 Locking Pins shall be minimum of two 1/2" diameter (with sufficient length) solid aluminum rods on centerniate protruding thru the header and sill and remain attached to shutters at all time, secure tightly with two 1" x 4 -1/4" x 1/8" aluminum plates with 1/4 " -20 x 3/4" thumb screws in the locked position during hurricane warning, as shown in section E -E of drawing number 96 -19, sheet 3 of 5, bearing the Dade County Product Control approval stamp. 3.6.3 A Lock Handle (placed facing outside or inside) is required to be installed in a single location and placed between 42" and 52" from the floor for all shutter applications and must be activated during hurricane warning. 4"-/(dc. Helmy A. Makar, P.E., Plans Examiner Product Control Division .tolladcn, Inc. ACCEPTANCE NO.: 96- 0621.01 APPROVED : Feb. 27. 1997 EXPIRES : Feb. 27. 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The panels shall be installed in the following conditions: 4.1.1 Wall Mounts: (A) (CONCRETE /MASONRY /WOOD): Every fourth aluminum slat blade hangs from a set of double rollers and die cast Zamak roller housings that glide on the track of the H.D. Header. Every slat blade has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the H.D. Header and Sill tracks, these tracks are then attached to a continuous 2" x 2" x 1/8" or 1" x 2" x 1/8" aluminum angles with 1/4 " -20 x 1/2" bolts with nuts spaced 12" o.c., these angles are then anchored to the wall using approved tension anchors as shown on Section A -A "Wall Mounts" and Section B -B "Alt. Wall Mounts" of Drawing Number 96-19, Sheet Number 2 of bearing the Dade County Product Control approval stamp. 4.1.2 Ceiling and Floor Mounts (Inside Mounts) /Counter Top Condition: (A) (CONCRETE /MASONRY /WOOD): Every fourth aluminum slat blade hangs from a set of double rollers and die cast Zamak roller housings that glide on the track of the Ceiling Mount H.D. Header. Sill with Sill Bottom Adapter, the sill parts are attached to each other with #10 x 2" self drilling screws spaced 15" o.c. , along the exterior face of the tracks. Each slat blade has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Header and Sill tracks, these tracks are then anchored to the ceiling and floor /counter using approved tension anchors as shown on Section C -C "Inside Mounts" and "Counter Top Condition" of Drawing Number 96 -19, Sheets 2 of 5 and 4 of 5 bearing the Dade County Product Control approval stamp. 4.1.3 Built -Out Condition: (A) (CONCRETE /MASONRY/WOOD): Every fourth aluminum slat blade hangs from a set of double rollers and die cast Zamak roller housings that glide on the track of the Ceiling Mount H.D. Header at the head and a pin at the sill track every other slat blade rides inside of Sill with Sill Bottom Adapter, the sill parts are attached to each other with #10 x 2" self drilling screws spaced 15" o.c., along the exterior face of the tracks. Each slat blade has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Header and Sill tracks, these tracks are then attached to a continuous 2 "x 3 "x 1/8 ", 2 "x 4 "x 1/8" or 2 "x 5 "x 1/8" aluminum build -out angles with 1/4 " -20 x 1/2" bolts with nuts spaced 12" o.c., these build -out angles are then anchored to the wall using approved tension anchors as shown on Section D -D "Build-Out Condition" of Drawing Number 96 -19 sheet 2 of 5 bearing the Dade County Product Control approval stamp. (13) (EXISTING WOOD BUCKS): Every fourth aluminum slat blade hangs from a set of double rollers and die cast Zamak roller housings that glide on the track of the Ceiling Mount - 2a - Helmy A. Makar, P.E., Plans Examiner Product Control Division 0:idcn, Inc. ACCEPTANCE NO.: 96- 0621.01 APPROVED : Feb. 27. 1997 EXPIRES : Feb. 27. 2000 NOTICE 01? ACCEPTANCE: SPECIFIC CONDITIONS H.D. Header at the head and a pin at the sill every other slat blade rides inside of Sill with Sill Bottom Adapter, the sill parts are attached to each other with #10 x 2" self drilling screws spaced 15" o.c., along the exterior face of the tracks. Each slat blade has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Header and Sill tracks, these tracks are then attached to a continuous 2 "x 3 "x 1/8 ", 2 "x 4 "x 1/8" or 2 "x 5 "x 1/8" aluminum build -out angles with 1/4 " -20 x 1/2" bolts with nuts spaced 12" o.c,, these build -out angles are then anchored to the wall using approved tension anchors as shown on "Installation Detail on Existing Wood Bucks" , the sill track is then fastened to a continuous PT 2" x 4" wood ledger plate, the wood ledger is then anchored to the wall studs with (3) 1/4" diameter x 5" long lag screws at a maximum spacing of 24" o.c., as shown on "Installation Detail on Existing Wood Bucks ", Drawing Number 96 -19, Sheet No. 4 of 5, bearing the Dade County Product Control approval stamp. 4.1.4 Any combination of the above. 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on drawing No. 96 -19, Sheets 1 thru 5 of 5. Substitution of anchor type or indicated embedment is unacceptable. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 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 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 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 number, size and location, including height above grade, of openings to receive shutters, and mean roof height and width of building. 6.1.3 Duplicate prints of approved drawing No. 96 -19, Sheets 1 thru 5 of 5, 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. - 2b- Helmy A. Makar, P.E., Plans Examiner Product Control Division TEST TEST LOAD DESIGN LOAD DEFLECTION LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (50" x 145" PANEL) SATISFACTORY HETI - 95-430 Maximum 5.50" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (50" x 131" PANEL) SATISFACTORY HETI- 94 -367i Maximum 3.70" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (39" X 96.5" PANEL) SATISFACTORY HETI -94 -146 Maximum 2.25" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 - POSITIVE (39" x 96.5" PANEL) +68 PSF HETI -94 -146 +52 PSF HETI -94 -146 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 - NEGATIVE (39" x 96.5" PANEL) -91 PSF HETI -94 -146 -70 PSF HETI -94 -146 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - POSITIVE (40" x 97" PANEL) +168.00 PSF HETI -94 -338 +112 PSF HETI -94 -338 @ Design 1.129" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEGATIVE (40" x 97" PANEL) -326 PSF HETI -94 -338 -217 PSF HETI -94 -338 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - POSITIVE (39" X 96.5" PANEL) +79 PSF HETI -94 -144 +52.7 PSF HETI -94 -144 @ Design 0.6" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEGATIVE (39" X 96.5" PANEL) -105 PSF HETI -94 -144 -70 PSF HETI -94 -144 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (39 3/8 "X108" PANEL) +195 PSF HETI -94 -367 +130 PSF HETI -94 -367 @ Design 1.77" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEGATIVE (39 3/8"X108" PANEL) -237 PSF HETI -94 -367 -158 PSF HETI -94 -367 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEGATIVE (50" X 131" PANEL) -131 PSF HETI -94 -367 -87 PSF HETI -94 -367 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEGATIVE (97" X 170" PANEL) -60 PSF HETI -94 -367 -40 PSF HETI -94 -367 DESIGN PRESSURE RATING See "Panel Performance Chart" on Drawing No. 94 -51, Sheet 1 of 4. Rolladen, Inc. 7. TESTS PERFORMED 7.1 TESTS: RESULTS: -2b- ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 6.1.3 Duplicate prints of Drawings No. 94 -51, Sheets 1, 2, 3 and 4 of 4, 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 •,cfhis approval renews Notice of Acceptance No. 94- 1230.03, issued on July 6, 1995. Man Pro el Perez, P.E., Produ ontrol Division 97- 0721.02 SEP 1 6 1997 SEP 1 6 2000 ontrol Examiner l Rolladen, Inc. ACCEPTANCE No.: 97- 0721,02 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test, per PA 201 -94, of extruded aluminum storm panels, (50" x 145" panel) prepared by Hurricane Engineering & Testing Inc., Report No. HETI -95 -430, dated March 15, 1995, signed and sealed by Hector M. Medina, P.E. 48.1.2 Test report on Large Missile Impact Test, per PA 201 -94, of extruded aluminum storm panels, (50" x 131" panel) prepared by Hurricane Engineering & Testing Inc., Report No. HETI- 94 -367i, dated December 1, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.3 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test, per PA 201 -94 and PA 203 -94, of extruded aluminum storm panels, Samples I, II and IV, (39" x 96.5 ") and Sample III, (39" x 91") prepared by Hurricane Engineering & Testing Inc., Report No. HETI -94 -146, dated June 14, 1994, signed and sealed by Arshad Vigar, P.E. 8.1.4 Test report on Uniform Static Air Pressure Test, per PA 202 -94, of extruded aluminum storm panels, (40" x 97 "), prepared by Hurricane Engineering & Testing Inc., Report No: HETI -94 -338, dated October 14, signed and sealed by Hector M. Medina, P.E. 8.1.5 Test report on Uniform Static Air Pressure Test, per PA 202 -94, of extruded aluminum storm panels, (39" x 96.5 "), prepared by Hurricane Engineering & Testing Inc., Report No: HETI -94 -144, dated June 13, 1994, signed and sealed by Arshad Vigar, P.E. 8.1.6 Test report on Uniform Static Air Pressure Test, per PA 202 -94, of extruded aluminum storm panels, Sample I, (39 3/8" x 108 "); Sample II, (50" x 131"); and Sample III, (97" x 170 "); prepared by Hurricane Engineering & Testing Inc., Report No: HETI -94 -367, dated November 9, 1994, signed and sealed by Hector M. Medina, P.E. 8.2 Drawings: 8.2.1 Drawing No. 94 -51, Rolladen, Inc., "Storm Panel Details ", Sheets 1 through 4 of 4, prepared by Al- Farooq Corporation, dated July 7, 1994, with Revision No. D, dated April 4, 1995, signed and sealed by Humayoun Farooq, P.E. 8.3 Material Certification: 8.3.1 Certified Inspection Report from mill, prepared by 18, 1994, for aluminum alloy 6063 -T6. 8.3.2 Certified Tensile Test Report No. HETI- 94 -T11, Testing Inc., dated July 29, 1994. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations, Pages DI, RI -R 14, S 1 -S4, A 1-A17, GI - G10 & AP1 -AP11, prepared by AI- Farooq Corporation, dated December 21, 1994, signed and sealed by Humayoun Farooq, P.E. - 2c - APPROVED : SEP 1 6 1997 EXPIRES : SEP 1 6 2000 the William L. Bonnell Co., dated July prepared by Hurricane Engineering & Manuel erez, P.E., Product C of Examiner Product trol Division s Rolladen, Inc. APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS ACCEPTANCE No.: 97- 721.02 SRP 1 6 1997 SIP 1 6 2000 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 engineer need not reseal the copies. 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(c) 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. 1 I . The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, 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. Manuel P rez, P.E., Product Co t�tr6lj Examiner Product C�trol Division END OF THIS ACCEPTANCE - 3 - • Rolladen, Inc. ACCEPTANCE No.: 97- 0721.02 APPROVED EXPIRES • • • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS SFP 1 6 1997 SEP 1 6 2000 shown on Drawing No. 94 -51, Sheet 2 of 4, Section A -A, bearing the Dade County Product Control approval stamp. 4.1.2 Build -Out Mount The panels are captured at the top into the Ceiling Mount "U" shape Header which is attached with 1/4 " -20 x 1/2" machine bolts w /nuts spaced at 9 1/2" o.c., and 6" o.c., above t4 115 psf to a 2" x 5" max. x .125" aluminum angle that provides the build -out and which is anchored to the wall; and fastened at the bottom using 1/4" studs w/ washered wingnut spaced at 6 1/4" o.c., to the 2" x 2" x .125" studded aluminum angle, which is fastened, using 1/4 " -20 x 1/2" machine bolts w/ nuts spaced at 9 1/2" o.c., and 6" o.c., above 115 psf to another 2" x 5" max. x .125" aluminum angle that provides the build -out and which is anchored to the wall; end caps consisting of 3" x 2" .125 ", 2' x 2" x .125" or 1" x 2" x .125" aluminum angles shall be installed at the sides to cover the gaps between wall and panels, as indicated on the Drawing No. 94 -51, Sheet 2 of 4, Section B -B, bearing the Dade County Product Control approval stamp. 4.1.3 Ceiling/Inside Mount The panels are captured at the top into the ceiling mount "U" shape header which is anchored to the inside of the opening, and fastened at the sill, using 1/4" studs w/ washered wingnut spaced at 6 1/4" o.c., to the 2" x 2" x .125" continuous studded aluminum angle, which is anchored to a concrete slab or bulkhead, as shown on Drawing No. 94 -51, Sheet 2 of 4, Section C -C, bearing the Dade County Product Control approval stamp. 4.1.4 Any combination of the above. 4.2 Anchorage of the aluminum header and angles shall be to concrete, masonry and/or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 94 -51, Sheets 1, 2, 3 and 4 of 4. 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 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 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. - 2a - a,a /P Manue erez, P.E., Product Produc ontrol Division R Iladcn Inc. ACCEPTANCE NO.: 96- 0621.01 APPROVED EXPIRES NOTICE OF ACCEPTANCE; STANDARD CONDITIONS Feb. 27. 1997 : Feb. 27.2000 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(c) and this last page 3. Jtems 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. Helmy A. 1Glakar, P.E., Plans Examiner Product Control Division END OF THIS ACCEPTANCE -3- TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (120" SPAN) SATISFACTORY HETI -96 -537 Max. 3 -1/2" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (120" SPAN) -137.0 PSF HETI -96 -537 -105.0 PSF HETI -96 -537 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (120" SPAN) +96.0 PSF HETI -96 -537 +74.0 PSF HETI - 96-537 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (120" SPAN) +111.0 PSF HETI -96 -535 +74.0 PSF HETI -96 -535 @ Design 1.523" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (120" SPAN) -157.0 PSF HETI -96 -535 -105.0 PSF HETI -96 -535 DESIGN PRESSURE RATING: See Maximum Design Pressure Rating on Drawing No. 96 -19 sheets 1 through 5 of 5. ll lladcn. Inc. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED : TESTS: 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: 1.) Uniform Static Air Pressure Test Loading, per PA 202 -94 of extruded aluminum accordion shutter (120" span), prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -96 -535, dated 03/21/96, signed and sealed by Hector M. Medina, P.E. 8.1.2 Test report on: 1.) Large Missile Impact Test, per PA 201-94, and 2.) Cyclic Wind Pressure Test, per PA 203 -94 of extruded aluminum accordion shutter, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -96 -537, dated 04/01/96, signed and sealed by Hector M. Medina, P.E. 8.2 Drawings: 8.2.1 Drawing No. 96 -19, "Rolladen, Inc. ", Sheets 1 thru 5 of 5, dated 11/25/96, latest revision No. C, dated 01/30/97, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. 8.3 Material Certification: 8.3.1 Mill Certified Test Report issued by Benda Aluminum of Florida, with chemical composition for aluminum 6063 -T6 alloy dated 03/15/96. 82.2 Tensile Test Report No. HETI- 96 -T17 Prepared by Hurricane Engineering & Testing, Inc., dated 04/11/96, signed and sealed by Hector M. Medina, P.E. 8.4 Calculations: 8.4.1 Comparative Analysis and Anchor Analysis dated 06/11/96, 01/03/97 and 01/31/97 prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. - 2c- RE SULTS: ACCEPTANCE NO.: 96- 0621.01 APPROVED : Feb. 27. 1997 EXPIRES : Feb. 27. 2000 ILL./ Helmy A. Makar, P.E., Plans Examiner Product Control Division TOTAL AMOUNT -26Y/` DEPOSIT (v, Min. Required) 2BAL. DUE c.o.a Pay Installer ( 36 7/ Install/pion io n estimated to begin in approximately to t weeks from date of receipt of deposit. is is only an estimated date and you will be contacted to schedule the actual Installation date. propose ilggl to tumisn and install the following: Ptdt Slid poor Win Entry Door Room Opening She Width Height Operation US Profile Color WS Profile Color Ftame Color - Manual Crank Motor MtrtOr X 37 \ / 7i ic 2 y 7 ) c 1.4 )( lad' gejo 5 gy 5y 37 lbtal openings o be Filler Panel(s) to be located covered (multiple count as one). Unite are numbered from left 10 right from: in section No. and No. Inside Outside and No None SE'4JftS CUSTOM SHUTTERS CUSTOMER NAME $7 /Mti(/ �,U S JOB ADDRESS BILLING ADQRESS Q, -.,J TELEPHONE 34, 257 -7j v OTHER PHONE Special Instructions utters) to be Install Inside fl Outside O Rear Indicate by number counter clockwise ® OMIT . Front G.� Electrical hook -up included in this price? YES ❑ NO ❑ Surface Mount ❑ Recessed ❑ TERMS OF PAYMENT BALANCE OF PAYMENT IS DUE UPON INSTALLATION. In those cases where electrical hook -up is to be performed by Sears or its authorized sub - contractor. a maximum of ten percent (10%) of the contract amount may be retain nding completion of same. FLOOR OF BUILDING / OWNER OF PROPERTY? YES NO ❑ (If NO, fill in Owner's name and address Is "high- work" required? YES ❑ NO COY in space provided at top of form.) Products are to be Installed on the premises situated in County, State of owned by Purchaser and described as: Lot Block Sub Division. CONTRACT SUBJECT TO ADDITIONAL TERMS ON REVERSE SIDE "BUYERS RIGHT TO CANCEL" "You the Buyer, may cancel this transaction at any time prior to midnight of the third business day after the date of the transaction. See the attached Notice of Cancellation Form for an explanation of this right." EXECUTED IN SIXES, ONE COPY F WHIC S DERED TO, AND R EIPT IS HEREBY ACKNOWLEDGED BY BUYER, THIS .0 � DAY OF , 19 Sold, Furnished and Installed By Security Climate Control® A Sears Authorized Contractor esma 62.&k 14) q Accepted & Approve Store Address: Telephone #: l (x) PROPERTY OWNER (Pura:, r Sign Here) r� n (Purchaser Sign Here) ORDER NO. S r4c & J Page /of ( (S 5 - 18 -. } fl 1?=.8 • Lax•■••■••••/../1/11. ...••••••••••••■1 C 73 -- 4" Shutter Schedule 8 Width Height Zone Product Anchor t! Width Height Zone Product Anchor 1 39X3 5 t f— EAP q`'o.G 11 2 32)4 c - e &(p 99 12 3 X 3 - 3 O 5 8,51 c 4Qc & 'z' .0 13 4 13 BX 8€ 4- i lk' 8 /7"0.Q., O • C 14 5 Ng' z. 85 ere 15 6 72 / {/ Z.. 9-4-R. .- e..- 0 % tr' q 18 7 17 8 18 9 19 10 20 Customer: C -- )D v)z4)F Criteria Data Mean Roof Height: Exposure: Roof Slope: Elevation: End Zone: NAND CHART Design Positive Negative Int Zone: Negative End Zone: Loads 7 So Rolladen Shutters 3 Contract #: Color: (&c O 3 Date: l CV/`S -A8 u)I.1Lte • STATE OF FLORIDA: COUNTY OF DA 4. Contractor's name and address: 6. Lender's name and address: Notary Public Print Notary's Name My Commission Expires: NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. /J 33. - Ol 3 -3)O v 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. Legal description of property and street address: j A > Az Z s--J-- '1/° / 2. Description of improvement: INSTALL HURRICANE SHUTTERS 3. Owner(s) name and address: 57e, , 6 3 31.x) OWNER Interest in properly: Name and address ;of fee simple titleholder: Amount of bond $ SECURITY CLIMATE. CONTROL 550 ANSIN BLVD., HALLANDALE, 33009 5. Surety:(Payrnent bond required by owner from contractor, if any) STATE CF FLORIDA, COUNTY OF DACE i N<711Et1Y L'EX: ;'1 :not this ."c a tr;;a e y 4 .... the Name and address: :!_d:.. ti,is o "rice ' A.p. ;9 ,h•.•a n1Off 1•,15;7'. r f - {QTYa TT agrra of Own Print Owners Name 5 4 P ,-/t) /` . Sworn to and subscrib-d before me this day of Z , 199 98R4 15828 :1995 AUG 24 11:11 7 9. Expiration date of thi Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specifie 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: HALLANDALE, FL 33009 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: Prepared by: �c =� SECURITY CLIMATE CONTROL Address: 550 ANSIN BLVD. 1 1 R Dear Building Official Miami Shores 10050 Northeast 2nd Avenue Miami Shores Village, Fl. 33138 Dear City Official, Sincerely, 06%5 gi Terry'D. Low Vice President rolladeni 550 ANSIN BOULEVARD • HALLANDALE, FLORIDA 33009 Shutter Product Approval Authorization Form Hallandale: (954) 454 -4114 Dade: (305) 757 -8591 Broward: (954) 525 -3466 Palm Beach: (561) 686 -6277 Fax: (954) 454 -1577 We are the Dade County Notice of Acceptance holder for the following products: - Aluminum Accordion Type Shutters under # 97- 0721.03 and 96- 0621.01 - Extruded Aluminum Roll Shutters under # 95- 0303.01, 95- 0223.1 and 97 -0826.05 Extruded Aluminum Storm Panels under # 97- 0721.02. 18 ga. Galvanized Steel Storm Panels under # 95- 0120.02 and 97- 0219.11. - Aluminum Hinged Colonial Shutter under # 95- 0908.04. - Polycarbonate Window glazing under #96- 0916.03 This letter authorizes Emilio Cuzan to use any of the following: - Aluminum Accordion Type Shutters under # 97- 0721.03 and 96.0621.01 Extruded Aluminum Roll Shutters under # 95- 0303.01, 95 -0223.1 and 97- 0826.05 - Extruded Aluminum Storm Panels under # 97- 0721.02. - 18 ga. Galvanized Steel Storm Panels under # 95 -0120.02 and 97 -0219.11. - Aluminum Hinged Colonial Shutter under # 95- 0908.04. - Polycarbonate Window glazing under #96- 0916.03 on the following job: c 1 Job Owner's Name: e p - um G oTrz_o Sft Job Address: c Cl C) ►JE Q 5 S4- ri PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date, 0'/5 '9 Job Address c )9O /C/i 95 Tax Folio /• £49 6 -©/.3 -$ 7d U Leg Descptioi4 7 Se.S f/ yL CL� ��/ y // � nU �� Z stoncally esignated: Yes No Owner/Lessee / Tenant S T�/W. 1‹ ("::2C)/0 2- f L S Master Permit # 3 3'7 Owner's Address c)--2O 4s e Phone 3� �/ 2 — 7S2- 2_ Contracting Co. `tCO \� Qualifier <—rn e2 State # CQ c',i{6 ( Municipal # AftitectiEngineer (N(._ t- &o Address io'�� S� ��vC I1'I:rAm. 3";i74-Ce Bonding Company Address Mortgagor Address Permit Type (circle one BUILDING LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. r (',_,;% 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 AFFII ?AVIT: I certify that all the foregoing information is accurate and that all work will be done in compli laws regulating . •nMruction and zoning. Furthermore, I authorize the above -named contractor to do the work Signalure of owner a Notary as to 0 My Co FEES: PERMIT ac • • r Condo President Date RADON APPROVED: Zoning Building Mechanical Plumbing C.C.F. 2 Competency # J Signature Address NOTARY SS# - - Phone • Electrical Ins. Co. Estimated Cost (value) $_3 / ACk l qiS c or or 1 Notary as to Contracti, or 0 s' " 06'1• ' • My Commission Exp' TLS qI OTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC535932 I MY COMMISSION EXP. FEB 28,2000 BOND 'th all applicable Date Date TOTAL DUE 67 Engineering