Loading...
SHUTTERSPERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address /oU D 11, r Tax Folio / / 3 dog p a-6 Description 1 F (Q- Legal p —. j I s ' 9- (/ �c ; Y r. / - r , Historically Designated: Yes No X Date Tenant = � , ,-� e . (OWnPiee / �l G r j Master Permit # q 5 Owner's Address % n7 6 n N q d £T . Y 7.1 / .JFPhone fir) S' - 9d -s e ,( 6 Contracting Co. £ lO E /-P/ " �- .G//L/ IW U tvl Address 7 376 LO k 6 A--S- / Vi3 30/6 Qualifier N .4)4.) 77/00 SS# 68ki State # Municipal # Competency # 00 /q/- 2- f' Ins. Co. 6 / A LS Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION /hi ee( C Lc cc T" S' Square Ft. 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 perfonned 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 construct and zoning. Furthermore, I authorize the above -named contractor to do the work stated. 7 gnature of owner and/or Condo . • -. ident li _ e A Notary as to Owner and/or Condo s� 'dent Da My Commission Expires: G '� '"` 'b e plc "cry ( UbI C -fiote of Florida MyCoCD Expires 5.1999 ii 472770 FEES: PERMIT J J • cU RADON (1V-ti Doke 4g C.C.F. A-40 Bwidmg 10',T14140* Estimated Cost (value) 374 Signature of Contractor Notary as to Contractor or Owner -Bui . .,O My Commissi n Expir f {� �� •... mdioy t'UC9fiC - •f Roddy My Commission Expires JUN 15.1999 COMM. *CC 472770 NOTARY Electrical BOND TOTAL DUE fr.). 5'0 679/99 Dat lo 14941 Date APPROVED: Zoning Mechanical Plumbing Structural Engineer A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. l/ J 2l�� 00 9 0 3 20 STATE OF FLORIDA: COUNTY OF DADE: 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: 2-q 7 / T / i/fvC 7ZM) S /k S /.2(o X 5 % S-f /ylr/oy/ s, ,e&s 2. Description of improvement Interest in property: Notary Public DI 7376 W • 24 Hialea , NOTICE OF COMMENCEMENT I art rc 5. Surety:(Payment bond required by owner from contractor Nana and address: Amount of bond S iteite,4747-7. • • ;1't ve Et7 8sA 1-11NIbTARYI 998347528 1999 JUL 06 14 :53 Name and address of fee simple titleholder. u tir //0Cc P1 73 76 co a , 4(c CL' DA DE clay of Clrcuitand ounty Courfs D.C. 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: Et In addition to himself, Owner designates the following person(s) to receive a copy of the Uenors 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 from the date of recording unless a different data Is specified) of owner Print Owners Name '7 1( NE 2 Prepared by: Sworn to and subscribed before me thiOT day of -( .19 NoTRYoueuc•5TA7s s: l 3Y1/) SW c l/ -I-e ✓t'" w it sserv owes moot BONDED THRU MA 1.IIMIIOTMYt � D WORL tmi '7n1. 1!N M ETALIiIH, INC EST. 1957 Manufacturers of Window Enclosure Systems, Insulated Roof and Wall Systems SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM DATE: -777/99 16(0, St(ea-Lef DEAR: We are the Dade County Notice of Acceptance Holder for : HURCULINE ACC. SHUTTER ACCEPTANCE NO. 95- 1122.03 .060 ALUM. STORM PANELS ACCEPTANCE NO. 97- 0804.07 I 18ga STEEL STORM PANELS ACCEPTANCE NO. 96- 1023.07 j 20ga STEEL STORM PANELS ACCEPTANCE NO. 95- 1220.03 SLIMLINE ACC. SHUTTER ACCEPTANCE NO. 96-1126.10 ECONOLINE ACC. SHUTTER ACCEPTANCE NO. 97- 1124.06 This letter authorizes r, ( U (1'7&D 74 4 -0M ) 2 tfhto use our above named product at ( CONTRACTOR /.OWNER BUILDER ) the following job site. Sincerely, ( BUILDING DEPARTMENT ) Po s6wb---- 8A44 ( JOB OWNER'S NAME ) /...760 /U Sd- ( JOB ADDRESS ) 169'41 / 5339 ( CITY , STATE & ZIP ) 7635 West Second Court/Hialeah, Florida 33014 -4334 U.S.A. Phone: (305) 823- 2323/Toll Free: (800) 432 - 5180 /FAX: (800) 432 -1685 Weatherwall Division 74 Xs7 37 7 )Si ST x1.3 74 x51 J u 7 S/ x(03 X � .2.4 -X31 2lxSt 57x37 741x so 1 37 si /6x 4' DRri0 /t,6.$ 37X S7 7439 a • 1 0 ■ • DESIGN WIND LOADS IN P.S.F CLASS ONE BUILDING 1 10 M.P.H. FASTEST MILE WIND SPEED COMPIJES WITH ANSI /ASCE 7 - TRIBUTARY AREA IN SOUARE FEET 0.10 20 50 100 200 500 1000 •1.5 •1.43 .1.34 .1.27 .1.19 -1.1 .1.1 15' 0.8 47.81 45.90 43.44 41.53 39.34 36.88 36.88 20' 0.87 51.99 49.92 47.24 45.16 42.78 40.11 40.11 25' 0.93 55.58 53.36 50.50 48.28 45.74 42.88 42.88 30' 0.98 58.57 56.23 53.21 50.87 48.19 45.18 45.18 40' 1.06 63.35 60.82 57.56 55.02 52.13 48.87 48.87 50' 1.13 67.53 64.83 61.36 58.66 55.57 52.10 52.10 60' 1.19 71.12 68.27 64.62 61.77 58.52 54.86 54.86 ROOF MEAN ABOVE GRADE ROOF MEAN ABOVE GRADE (4) INTERIOR ZONE CONDMONS (5) END ZONE MAXIMUM CONDITIONS TRIBUTARY AREA IN SOUARE FEET 0 -10 20 50 100 200 500 1000 .2 .1.875 -1.625 -1.5 .1.375 .1.1 .1.1 15' 0.8.. 61.47 58.06 51.23 47.81 44.40 36.88 36.88 20' 0.87 66.85 63.14 55.71 51.99 48.28 40.11 40.11 25' 0.93 71.46 67.49 59.55 55.58 51.61 42.88 42.88 30' 0.98 75.30 71.12 62.75 58.57 54.39 45.18 45.18 40' 1.06 81.45 . 76.93 67.88 63.35 58.83 48.87 48.87 50' 1.13 86.83 82.01 72.36 67.53 62.71 52.10 52.10 .60' 1.19 91.44 86.36 76.20 71.12 66.04 54.86 54.86 Notation: a: 10% of minimum width or 0.4h, whichever is smaller, but mot Tess than either 4% of minimum width or 3 feet; h: mean roof height, in feet, except that eave height may be used when Or_ 10 degrees: and 0: roof slope from horizontal. in degrees. A owrs' v ME CH. ore crr. 1.37 1039 10. .CCOW C. ••••1[N.. R 330•• RAMMS ENGINEERING, INC. CD 000eot. ...nn n... »,•• METRO-t14DE BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 Weatherwall/A Division of Metal Tech, Inc. 7635 W. 2nd Court Hialeah FL 33014 Your application for Product Approval of: 0.060 "Aluminum Storm Panels (5052 -H32 Alloy) 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 Drawing No. 94012, Sheets 1 thru 5 of 5. (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.:97- 0804.07 Expires:10 /09/00 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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: 10 /09/97 Internet mail address: postmaster ©buildingcodeonline.com CONDITIONS BUILDING CODE COMMITTEE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Weatherwall /a Division of Metal Tech, Inc. spans. -�- ACCEPTANCE No.: 97- 0804.07 APPROVED OCT 0 9 19 97 EXPIRES : OCT 0 9 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves a 0.060" 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. 94012, Sheet 1 of 5, using 0.060" thick aluminum alloy 5052 -H32. 2.2 Panels have a nominal width of 12 -1/2" and a total width of 14 ", forming 1 -5/8" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6, extruded headers and angles of various sizes. 2.4 Tested specimen: Dimensions: 39" wide x 88" long overall, 3 panels for impact and cycling + 1 for structural. 39" wide x 88" long overall, 2 panels for impact and cycling + 1 for structural. 39" wide x 48" long overall, impact and structural. 39" wide x 120" long overall, impact. 39" wide x 144" long overall, impact and structural. 3. LIMITATIONS 3.1 The design will be dependent on the Design Pressure vs. Panel Span graph and table on Drawing No. 94012, Sheet 3 of 5. For a maximum Design Pressure of ±91.4 PSF. 3.2 Minimum separation to existing glass to protect shall be as follows: PANEL HEIGHT 0' — 88" 88" - 120" 120" - 144" Wall Mount 2 -1/4" 2 -5/8" 3 -1/8" Inside Mount 3 -1/4" 3 -3/4" 4 -1/2" Build -Out 3-1/4" 3 -3/4" 4-1/2" 3.3 Maximum clearance between top of panel and inside of header shall be 1/4". 3.4 Special Requirement: Reinforcing straps, consisting of one 1 -1/2°' wide by 1/8" thick bar of aluminum alloy 6063 -T6, must be used at all intermediate panels and shall cross every panel web and lip, including the first and last lip, fastened with a 1/4" —20 bolt w /wing nut & washer spaced at maximum distance of 12- 1/2" on center. According to panel spans, install the following straps: 3.4.1 Panel up to 48" = No reinforcing strap required. 3.4.2 Panel spans 48" to 68" = One reinforcing strap at midspan. 3.4.3 Panel spans 68" to 88" = Two reinforcing straps at 1/3 spans. 3.4.4 Panel spans 88" to 144" = Three reinforcing straps, one at midspan and two, each at 1/3 Manu I Perez, P.E., Product trol Examiner Product Control Division Weatherwall /a Division of Metal Tech, Inc. - 2a - ACCEPTANCE No.: 97- 0804.07 APPROVED : OCT 0 9 1997 EXPIRES : OCT 0 9 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount (Direct Mount) The panels are secured at the head and sill, EITHER directly to 1/2" x 7/8" Rawl Calk -In anchors embedded in the wall, spaced at 12 -1/2" o.c., using 1/4" —20 machine screws and Key Hole Washers (Direct Mount), OR inside a top track ( "h" header) at the head, which is anchored to the wall, and fastened to the 2" x 2" x 1/8" continuous studded aluminum angle at the sill, using 1/4" —20 x 3/4" studs w /washered wing nut spaced at 12 -1/2" o.c. as shown on Drawing No. 94012, Sheets 1 through 5 of 5, Wall Mount Sections, bearing the Dade County Product Control approval stamp. 4.1.2 Buildout Mount The panels are secured inside a "U" header which in turn is fastened, using 1/4 " -20 thru bolts with lock nuts spaced at 12" o.c., to the long leg of a 2 -1/4" x 5 -1/4" x 1/8" continuous aluminum angle at the head; this same arrangement is reversed and used at the sill, except that a 2" x 2" x 1/8" continuous studded aluminum angle is used instead of the header and the panels are fastened thru the 1/4" —20 x 3/4" SS knurled studs and washered wing nuts spaced at 12 -1/2" o.c. The aluminum angle is used to provide the build -out and is anchored to the wall, as shown on Drawing No. 94012, Sheets 1 through 5 of 5, Build -Out Section, bearing the Dade County Product Control approval stamp. 4.1.3 Ceiling/Inside Mount The panels are secured inside a top track "U" header at the head, which is anchored to the inside of a concrete lentil opening and fastened to the 2" x 2" x 1/8" continuous studded aluminum angle at the sill, using 1/4 " -20 x 3/4" studs w /washered wing nuts spaced at 12 -1/2" o.c., which is anchored to a concrete slab or bulkhead, as shown on Drawing No. 94012, Sheets 1 through 5 of 5, Inside Mount Section, bearing the Dade County Product Control approval stamp. 4.1.4 Anv combination of the above. 4.2 Anchorage of the headers and 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. 94012, Sheets 1 through 5 of 5. 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 ". 5.2 Also, a Warning Note shall be permanently stamped in each panel advising the homeowner or tenant that the storm panels will not offer hurricane protection, unless all reinforcing straps and bolts are properly installed. Manue 'erez, P.E., Product Product Control Division trol Examiner TEST TEST LOAD DESIGN LOAD DEFLECTION l Maximum —1 2 -1/4" 2-1/4" 2 -5/8" 3 -1/8" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 48" span 88" span 120" span 144" span SATISFACTORY CTC -95- 001 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 88" span POSITIVE +143.0 PSF CTC- 95 -00I +110.0 PSF CTC- 95 -00I CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 88" span NEGATIVE -143.0 PSF CTC- 95 -00I -110.0 PSF CTC -95 -001 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 48" span NEGATIVE -130.0 PSF CTC- 95 -00I -82.0 PSF CTC -95 -001 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 88" span NEGATIVE -130 PSF CTC -95 -001 -82.0 PSF CTC -95 -001 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 144" span NEGATIVE -39.0 PSF CTC- 95 -00I -26.0 PSF CTC -95 -001 LARGE MISSILE IMPACT TEST SFBC PA 20I -94 SATISFACTORY CRL-S1022 Maximum 3.25" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 • POSITIVE +106.0 PSF CRL-S1022 +81.5 PSF CRL-S1022 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -106.0 PSF CRL-S1022 -81.5 PSF CRL -S1022 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +122.2 PSF CRL-S1022 -81.5 PSF CRL-S1022 Maximum 1.37" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -122.2 PSF CRL-S1022 -81.5 PSF CRL-S1022 DESIGN PRESSURE RATING See Design Pressure Rating vs. Panel Span graph and Drawing No. 94012, Sheet 3 of 5. +91.4 PSF -91.4 PSF WeatherwalUa Division of Metal Tech, Inc. 7. TESTS PERFORMED 7.1 TESTS: RESULTS: -2b- ACCEPTANCE No.: 97- 0804.07 APPROVED : OCT 0 9 1997 • EXPIRES : OCT 0 9 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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 Drawing No. 94012, Sheets 1 through 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. 6.3 This approval renews Notice of Acceptance No. 95- 0130.08, issued on June 22, 1995. Manuel 'er-z, P.E., Product Co Product Control Division Examiner Weatherwall /a Division of Metal Tech, Inc. ACCEPTANCE No.: 97- 0804.07 APPROVED : OCT 0 9 1997 EXPIRES : OCT 0 9 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test of 48 ", 88" 120" and 144" span storm panels, prepared by Construction Testing Corporation, Report No. CTC -95 -001, dated January 19, 1995, signed and sealed by Christopher G. Tyson, P.E. 8.1.2 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 88" span storm panels, prepared by Construction Research Laboratory, Inc., Report No. CRL-S1022, dated August 15, 1994, signed and sealed by Vipin Tolat, P.E. 8.2 Drawings: 8.2.1 Drawing No. 94012, 0.060" Aluminum Storm Panel, Sheets 1 through 5 of 5, prepared by Ramms Engineering, Inc., dated August 5, 1994, revised on April 20, 1995, signed and sealed by Robert S. Monsour, P.E. 8.3 Material Certification: 8.3.1 Mill Certified Inspection Report No. 07965/93, issued by Inespal Laminacion, S.A., dated September 30, 1993, for Aluminum Alloy 5052 -H32. 8.3.2 Tensile Test Report No. 70- 02- 134810, prepared by ATEC Associates, Inc. dated 08/10/94, for specimen S 1022, signed and sealed by Peter G. Read, P.E. 8.4 Calculations: 8.4.1 Panel and anchor calculations, dated May 22, 1995, prepared, signed and sealed by Robert S. Monsour, P.E. • -2c- Manu= Perez, P.E., Product J'trol Examiner Produc ontrol Division Weatherwall /a Division of Metal Tech, Inc. ACCEPTANCE No.: 97- 0804.07 APPROVED OCT 0 9 1997 EXPIRES : OCT 0 9 2000 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. 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. 11. 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 Product ontrol Division END OF THIS ACCEPTANCE - 3 - z, P.E., Product Contr xaminer