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1999 DOOR REPLACEMENT 745 NE 91 STPERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date t ' Job Address `7 b .� 2 9<' Tax Folio Legal Description ;t- Owner/L ssee / Tenant Owner's Address Contracting Co. Signature of owner and/or Condo President FEES: PERMIT 50. RADON APPROVED: Zoning Mechanical Building i 6)2AS Historically Designated: Yes No z - 4 Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Mortgagor Address Address Address Master Permit # t 7 S Phone J, 96 t 7.51 Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 0.4A/0"- fa J l G ADI) ch7 Square Ft. Estimated Cost (value) A, = 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. C.C.F. • 6 NOTAR 2(.a j/9 Date Date Signature of Contract r or Owner - Builder / P y /o/a,17 Notary as to Owner and/or Condo President Date otary as to Con tor or Owner- Builder Date My Commission Expires: My Commission Expires: OFFICIAL NOTARY SEAL 0 III PUB MARGARITA MOtMEL ?J G 0 COMMISSION HUMBER « ,ICI,. Q CC797277 ,..4 - �O I y pgglp N EX PIRE 7 1' 0 DEC. 17,200 Electrical BOND TOTAL DUE 675 Plumbing Structural Engineer METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 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 Premdor Entry Systems 911 E. Jefferson Pittsburg Expires:08/25/00 .Approved:03 /25/97 S`••" Acceptance No.:97- 0204.08 KA 66762 Your application for Product Approval of: Entery Series Steel/Wood Edges - Out/In swing, Residential Insulated Steel Door - 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. 31 -101 S -EW, Sheets 1 thru 3 of 3. (For listing, see Section 8 of this Notice of Approval). 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 Rod'iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS v— — 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. PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 :rr Ls t► anger. . Director Building Code Compliance Dept. :Metropolitan Dade County Premdor Entry Systems ACCEPTANCE No.: 97- 0204.08 -�- APPROVED EXPIRES : AUG2 5 1997 : AIIG 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves a residential insulated steel swing door 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 Building and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation: Entergy Series - Steel Top & Bottom Edges & Wood Side Edges Out- swing/In- swing, Residential Insulated Steel Door - Impact. 1.3 Overall Size: 3' 1 -1/2" (37 -1/2 ") wide x 6' 8- 11/16" (80- 11/16 ") high x 1 -3/4" deep. 1.4 Configuration: X. 1.5 No. & Size of Panels: Single panel door, 35- 25/32" wide x 79- 5/16" high x 1 -3/4" deep, 26 gauge (0.017 ") thick skin. 2. MATERIAL CHARACTERISTICS 2.1 Frame & Door Material: 2.1.1 Frame: 4- 9/16" wide x 1 -1/4" thick wood sections (head and jambs). 2.1.2 Door: 26 gauge steel skin: top and bottom 20 gauge steel edges, side wood edges; and interior cavity filled with rigid polyurethane foam. 2.2 Glazing: None. 2.3 Door Leaf Construction: Full flush and embossed panel types. 2.3.1 Door thickness: The door leaf is 1 -3/4" thick. 2.3.2 Face sheets: Cold rolled steel, electro- galvanized and phosphated steel skin, 26 gauge (0.017 ". +.003 ", - .000" min. thickness) with a minimum yield stress of Fy= 25,000 psi. 2.3.3 Core Design: 1- 21132" thick BASF Elastopor polyurethane foam core with a density between 2.0 and 2.5 pounds per cubic feet. 2.3.4 Construction: Full flush construction with wood and steel edge slabs. Door panel consists of steel door skins folded over steel channels at top and bottom and over wood blocking at the sides. 2.3.E Vertical edges: Consist of door skin extensions bent 90" and folded the vertical wood blocks, with an overall dimensions of 1-11/16" x 1 -1/8" x 79- 5/16 ". 2.3.6 Top and bottom edges: : Horizontal edges have a 90" toe bend folded over and locking the top and bottom.20 gauge electro- galvanized closinu, channels (0.500" x 1.678" x 0.032" minimum thickness. Closing channels are: flush at the top and inverted at the bottom of each door. 2.3.7 Reinforcements: Quantity Description Location 2.3.7.1 One Door Lock Reinforcement. Wood block At door panel lock bore location. measuring 1 -1 1/16" x 3 -1/4" x 9 -1 /0" - Nlann. •1 Perez. P.C.. ProduQt Vontrol Examiner Produ ontrol Division 2.6 Hardware: Quantity One 2.6.1 2.6.2 One 2.6.3 Three Description Description Kwikset Lockset Model 200 DL Series _Inside /outside knob operated. Kwikset Deadbolt Model 660 Series Key operated. -2a- Premdor Entry Systems ACCEPTANCE No.: 97- 0204.08 APPROVED : AUG 2 5 1997 EXPIRES : AUG 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 2.3.7 Reinforcements: continued Quantity Description Location 2.3.7.2 One Lock filler plastic plate, 0.050" thick. At door edge lock location. 2.3.8 Glazing moldings and stops: None. 2.3.9 Astragal: None. 2.3.10 Finish: Doors shall be pre - painted with a water -based epoxy primer with a dry film thickness of 0.8 to 1.2 mil. 2.4 Frame Construction: 2.4.1 Type: Rabbet frame, 4- 9/16" by 1 -1/4" wood jambs and header. 2.4.2 Material: Wood sections. 2.4.3 Construction: The head and jamb corners are coped, butted and fastened using three (3) 1- 3/4" staples per corner. The sill and jamb corners were butted, sealed and fastened using two (2) #8 x 1 -3/4" screws per corner, through the jamb and into the integral wood block in the sill. 2.4.4 Reinforcements: None. 2.4.5 Threshold: Extruded aluminum bumper threshold 1 -1/4" high x 4- 9/16" wide with integral wood substrate and slide -in compressed foam weatherstrip insert, and anchored with two (2) #10 x 2 -1/2" F.H.W.S. 2.4.6 Finish: Frame shall be painted with a water -based epoxy primer with a dry film thickness of 0.8to(2mil. 2.5 Weatherstrips: Quantity 2.5.1 One Row Lorseal Model 9650 (Bronze) Thermoplastic compression weatherstrip. Location Along the inside edge of door at each frame member. Location At panel lock side, 43- 11/16" from top of door. Included strike at frame lock jamb. At panel lock side, 38- 3/16" from top of door. Included strike at frame lock jamb Butt Hinges 4" x 4 "x 0.097" thick steel hinges. non- At panel hinge side, 8- template pattern, prime painted with non - removable 7/16" from top of door pin. Eachjattached to frame with four #10 wood and the rest at 31- 3/16" screws (2 @' /<" long and 2 @ 2" long), and each o /c. attached to door with four #10-24 x '/.s" FI- WS • Manue Perez, P.E., Product C rol Examiner Product ontrol Division Premdor Entry Systems ACCEPTANCE No.: 97- 0204.08 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 2.7 Sealant: A small joint sealant is applied to the jamb and sill corners. 3. LIMITATIONS 3.1 This approval applies to single unit applications of single door only, as shown in Section 10. 3.2 Units with dimensions equal to those shown in Section 1.3 shall qualify under this approval. 3.3 Installation is limited by the Design Pressure Rating shown in Section 7, for out- and in- swinging applications. See Section 7.1 for out - swinging and Section 7.2 for in- swinging applications. 3.4 The installation of this door may require an overhang or canopy above it that must stand out a distance equal to the height of the door provided that this cover starts immediately above the door. For canopy requirement limitations of in- swinging and out - swinging doors, see Sections 7.1 and 7.2. 4. INSTALLATION 4.1 Method of Attachment: 4.1.1 Head: Two #10 x 2 -1/2" PFH wood screws located at 4" from each end. Alternate: Two 3/16" PFH Tapcons, located as above. 4.1.2 Jambs: Five #10 x 2 -1/2" flat head wood screws installed starting rest at 17 -1/2 o/c maximum. Alternate: Five 3/16" PFH Tapcons, located as above. Additionally, install two #8 x 1 -3/4" flat head wood screws at each side, connecting the jambs to the threshold. 4.1.3 Sill: Same as head. Typical minimum embedment is 1 -1/2 ", for wood screws and Tapcons. 4.2 Limit shim space to a maximum of 1/4 ". 4.3 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 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. 5. IDENTIFICATION 5.1 Each door system shall bear following statement: "Dade place inside the frame jamb. 5.2 The door slab itself shall manufacturer's name or logo 6. USE 6.1 Application for building permit shall be accompanied EXPIRES AUG 2 5 2000 APPROVED : AUG 2 5 1997 a permanent label with the manufacturer's name or logo, city, state and County Product Control Approved ". It shall be located in a visible also bear a permanent label, at the door inside edge, with the , city and state. 2b at 4" from the top and the v two copies of th- • ving: Manu 1 Perez, P.E., Product C.'n of Examine- Product ontrol Division • Premdor Entry Systems ACCEPTANCE No.: 97- 0204.08 APPROVED : AUG 2 5 1997 • EXPIRES : A116 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive door, mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No.31- 1015 -EW, Sheets 1 through 3 of 3, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the option and components selected for the proposed installation 6.2 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed. 6.3 Note: The installation of this unit will not require a hurricane protective system. 7. TESTS PERFORMED 7.1 TESTS: - 2c - Manuel erez, P.E., Product Con rol Examiner Prod��t ontrol Division OUT - SWINGING SINGLE STEEL ENTRANCE DOOR TEST ) TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.50 CFM/FT2) f 0.04 CFM /FT Nom+ —.0-1361 -45 - ----- -- UNIFORM STATIC PRESSURE @ DESIGN LOAD SFBC PA 202 -94 POSITIVE 766.0 PSF NCTL- 210 -186 I -1S +76.0 PSF NCTL -2 I 0- 1861 -4S UNIFORM STATIC PRESSURE @ DESIGN LOAD SFBC PA 202 -94 NEGATIVE -76.0 PSF NCTL - 210 - 1861 -4S -76 PSF NCTL -210 -1861 -4S WATER RESISTANCE (PSF.)- SFBC PA 202 -94 +325 PSF NCTL -210 - 136 I --IS +55.0 PSF NCTL-210-186I-4S UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD SFBC PA 202 -94 POSITIVE +114.0 PSF NCTL -310 - 186 I -4S +76.0 PSF _ NCTL - 310 -186 I -iS UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD SFBC PA 202 -94 NEGATIVE -114.0 PSF NCTL - 210 - 1861 -1S -76.0 PSF - NCTL - 210 - 1861 -4S FORCED -ENTRY RESISTANCE (FER) SFBC Section 3603.02 and SFBC PA 202 -94 SATISFACTORY NCTL - 210 - 1361 -4F LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY NCTL - 210 -1861 -1,5.6 (1) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +93.3 PSF NCTL -210 -1361- 4.5.6 (C) +76.0 PSF NCTL - 210 - 1861 -4.5,6 (C) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -93.3 PSF NCTL -210 - 1361 -4.5.6 (C) -76.0 PSF NCTL - 210 - 1861 -1.5.6 (C) Design Pressure Rating (Positive) Without canopy +55.0 PSF Design Pressure Rating (Negative) Without canopy -76.0 PSF Design Pressure Rating (Positive) With Canopy +76.0 PSF Design Pressure Rating (Negative) With canopy -76.0 PSF • Premdor Entry Systems ACCEPTANCE No.: 97- 0204.08 APPROVED : AUG 2 5 1997 • EXPIRES : A116 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive door, mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No.31- 1015 -EW, Sheets 1 through 3 of 3, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the option and components selected for the proposed installation 6.2 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed. 6.3 Note: The installation of this unit will not require a hurricane protective system. 7. TESTS PERFORMED 7.1 TESTS: - 2c - Manuel erez, P.E., Product Con rol Examiner Prod��t ontrol Division Premdor Entry Systems 7.2 TESTS: ACCEPTANCE No.: 97- 0204.08 APPROVED : AUG 2 5 1997 EXPIRES : AUG 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Test Reports: 8.1.1 Test reports of an out - swinging, single steel entrance door with wood frame and aluminum threshold, prepared by National Certified Testing Laboratories, Inc., signed and sealed by Barry D. Portnoy, P.E., on the following tests: I) Large Missile Impact Test per SFBC, PA 201 -94. Report No. NCTL - 210 - 1861 -4, 5, 6 (I), dated September 4, 1996. 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 (structural, air and water), Report No. NCTL -210 - 186 - 4S, dated September 4, 1996. 3) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94. Report No. NCTL- 210 -1861- 4F, dated September 4, 1996. -2d- Manuel erez, P.E., Product C Product ontrol Division 1 Examiner IN- SWINGING SINGLE STEEL ENTRANCE DOOR TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF SFBC PA 202-94 (0.50 CFM/FT2) ( 0.19 CFM /FT NCTL- 210 - 1364 -5S --- - -- UNIFORM STATIC PRESSURE @ DESIGN LOAD SFBC PA 202 -94 POSITIVE +76.0 PSF NCTL -210- 1864 -55 +76.0 PSF NCTL - 210 - 1364 -5S UNIFORM STATIC PRESSURE @ DESIGN LOAD SFBC PA 202 -94 NEGATIVE -76.0 PSF NCTL -_ I O- 1 864 -SS -76 PSF NCTL - 210 - 1864 -SS WATER RESISTANCE (PSF) SFBC PA 202 -94 +2.86 PSF NCTL - 210 - 1864 -5S +19.1 PSF NCTL -210- 1864 -55 UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD SFBC PA 202 -94 POSITIVE +114.0 PSF NCTL - 210 - 1864 -5S +76.0 PSF NCTL - 210 - 1864 -55 UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD SFBC PA 202 -94 NEGATIVE -114.0 PSF NCTL - 210 - 1864 -5S -76.0 PSF NCTL - 210 - 1864 -5S FORCED -ENTRY RESISTANCE (FER) SFBC Section 3603.02 and SFBC PA 202 -94 SATISFACTORY NCTL -210- 1864 -5F LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY NCTL - 210 - 1864 -5,6 (I) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +98.8 PSF NCTL - 210 - 1364 -5.6 (C) +76.0 PSF .. NCTL -210- 1864 -5,6 (C) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -98.8 PSF NCTL - 210 - 1364 -5,6 (C) -76.0 PSF NCTL - 210 - 1364 -5,6 (C) Design Pressure Rating (Positive) Without canopy +19.1 PSF Design Pressure Rating (Negative) Without canopy -76.0 PSF Design Pressure Rating (Positive) With Canopy +76.0 PSF Design Pressure Rating (Negative) With canopy -76.0 PSF Premdor Entry Systems 7.2 TESTS: ACCEPTANCE No.: 97- 0204.08 APPROVED : AUG 2 5 1997 EXPIRES : AUG 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Test Reports: 8.1.1 Test reports of an out - swinging, single steel entrance door with wood frame and aluminum threshold, prepared by National Certified Testing Laboratories, Inc., signed and sealed by Barry D. Portnoy, P.E., on the following tests: I) Large Missile Impact Test per SFBC, PA 201 -94. Report No. NCTL - 210 - 1861 -4, 5, 6 (I), dated September 4, 1996. 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 (structural, air and water), Report No. NCTL -210 - 186 - 4S, dated September 4, 1996. 3) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94. Report No. NCTL- 210 -1861- 4F, dated September 4, 1996. -2d- Manuel erez, P.E., Product C Product ontrol Division 1 Examiner .♦ • A Premdor Entry Systems - 2e - ACCEPTANCE No.: 97- 0204.08 APPROVED : NJG 2 5 1997 EXPIRES : AUG 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94, Report No. NCTL - 210 - 1861 -4, 5, 6 (C), dated September 4, 1996, and revised October 3, 1996. 8.1.2 Test reports of an in- swinging, single steel entrance door with wood frame and aluminum threshold, prepared by National Certified Testing Laboratories, Inc., signed and sealed by Barry D. Portnoy, P.E., on the following tests: - 1) Large Missile Impact Test per SFBC, PA 201 -94, Report No. NCTL -210 - 1864 -5, 6 (I), dated September 17, 1996. 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 (structural, air and water), Report No. NCTL - 210 - 1864 -5S, dated September 17, 1996, and revised July 15, 1997. 3) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94. Report No. NCTL- 210 -1864- 5F, dated September 1.7, 1996. 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94, Report No. NCTL- 210 - 1864 -5, 6 (C), dated September 17, 1996, and revised October 3, 1996. 8.1.3 Installation diagram marked and verified by National Certified Testing Laboratories, Inc. 8.2 Drawing: 8.2.1 Manufacturer's parts and section drawings. 8.2.2 Drawing No. 31- 1015 -EW, Entergy Wood Edge Steel Door. Sheets 1 through 3 of 3, prepared by Premdor Entry Systems, dated February 18. 1997, signed and sealed by Ronald Russel Rainey, P.E. 8.3 Material certification: 8.3.1 Tensile Test prepared by ATEC Associates, Inc., Report No. H65926, dated October 9, 1996, for steel samples, tested per ASTM E8 -95, signed and sealed by Peter G. Read, P.E. 8.3.2 Small Scale Fire and Hose Stream Tests on 20 Min. BASF (Elastophor) Foam -Core Door prepared by Underwriters Laboratories, Inc., File No. R18466, dated July 3, 1997, signed by Dick Walther and reviewed by Howard Gruszynski. 8.4 Calculations: 8.4.1 Anchor calculations prepared by Product & Application Engineering, Inc.. Project No. 96- 0908, Report No. 02, dated August 8. 1996, signed and scaled by David A. Terwilleger, P. E. 9. COMPARATIVE ANALYSIS: None. 10. TYPICAL DOOR ELEVATION AND CROSS SECTIONS: See Premdor Entry Systems' Drawing No. 31- 1015 -EW, Sheets I through 3 of 3. bearing the Dade County Product Control approval stamp. Manuel e.rez. P.E.. Product "1itr.l Examiner Product control Division • -o Premdor Entry Systems ACCEPTANCE No.: 97- 0204.08 : AUG 251997 :AU6 2 5 2000 APPROVED EXPIRES NOTICE OF ACCEPTANCE STANDARD CONDITIONS I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, 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 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 purpose. 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 times. The engineer needs not to re -seal 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(e) and this last page 3. Items 10, I I & 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.. I 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. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Manue Perez, P. E., Product Cont Produc, ontrol Division END OF THIS ACCEPTANCE 3 aminer PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date C G Job Address N i q /9/ Tax Folio Legal Description / / . Historically Designated: Yes No O w n e r / L e s s e e / T e n a n t % / % f � ri v / i 1 WY/ / Master Permit # c 7 - fin Owner's Address Phone , :"G`',5 - 11( Contracting Co. , i Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): : UILDING , LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION GZ 9 ,6-,f2J?zi 2 Square Ft. Estimated Cost (value) 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. Signature of owner and/or Condo President Date Signature of Contractor r Owner -1 ui der Da e G % %�'�' " ' C�LZ / // // Notary as to Owner and/or Condo President Date Notary as to Contract or Owner- Builder Date My Commission Expires: My Commission Expires: FEES: PERMIT RADON C.C.F. (71O NOTARY BOND TOTAL DUE -s • -2 APPROVED: Zoning Building //Al-fee Electrical Mechanical Plumbing Structural Engineer FROM ' : Bancrof t Approved: 08/25/97 • PRODUCT CONTROL NOTICE Premdor Entry Systems 911 E. Jefferson Pittsburg Acceptance No, :97- 0204.08 Expires:08 /25/00 KA 66762 Internet mail address: postmaster @buildingcodeonline.com PHONE NO. : 305 7574046 NOV. 10 1999 01:42PM P2 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING DUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 OF ACCEPTANCE MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 37S -2902 FAX (305) 372 -6339 Your application for Product Approval of: Entergy Series- Steel/Wood Edges - Out/In- swing, Residential Insulated Steel Door - 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. 31- 1015 -EW, Sheets 1 thru 3 of 3. (For listing, see Section 8 of this Notice of Approval). has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, i:lorida 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 Roder 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. anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buiidingcodeonlinc.com FROM : Bancroft PHONE NO. : 305 7574046 NOV. 10 1999 01:43PM P1 Premdor Entry Systems _? . ACCEPTANCE No.: 97- 0204.08 APPROVED : AUG 2 5 1997 EXPIRES :_ 2000 NOTICE OF. SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves a residential insulated steel swing door 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 Building and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation: Entergy Series - Steel Top & Bottom Edges & Wood Side Edges Out - swing/In- swing, Residential Insulated Steel Door - Impact. 1.3 Overall Size: 3' 1 - 1/2" (37 - 1 /2 ") wide x 6' 8 11/16" (80 - 1 1/16 ") high x 1 - 3/4" deep. 1.4 Configuration: X. 1.5 No. & Size of Panels: Single panel door, 35- 25/32" wide x 79 -5/16" high x 1 -3/4" deep, 26 gauge (0.017 ") thick skin. 2. MATERIAL CHAIAACTERISTICS 2.1 Frame & Door Material: 2.1.1 Frame: 4 - 9/16" wide x 1-1/4" thick wood sections (head and jambs). 2.1.2 Door: 26 gauge steel skin: top and bottom 20 gauge steel edges, side wood edges; and interior cavity filled with rigid polyurethane foam. 2.2 Glazing: None. 2.3 Door Leaf Construction: Full flush and embossed panel types. 2.3.1 Door thickness: The door leaf is 1 -3/4" thick. 2.3.2 Face sheets: Cold rolled steel, electro- galvanized and phosphated steel skin, 26 gauge (0.017". +.003 ", - .000" min. thickness) with a minimum yield stress of' Fr25,000 psi. 2.3.3 Core Design: 1- 21/32" thick BASF Elastopor polyurethane foam core with a density between 2.0 and 2.5 pounds per cubic feet. 2.3.4 Construction: Full flush construction with wood and steel edge slabs. Door pane! consists of steel door skins folded over steel channels at top and bottom and over wood blocking at the sides. 2.3.5 Vertical edges: Consist of door skin extensions bent 90" and Folded the vertical wood blocks, with an overall dimensions of 1 -I 1/16" x 1 -1/8" x 79- 5/16 ". 2.3.6 Top and bottom edges: : Horizontal edges have a 90`' toe bend folded over and locking the top and bottom.20 gauge electro - galvanized closing channels (0.500" x 1.678" x 0.032" minimum thickness. Closing channels are: flush at the top and inverted at the bottom of each door. 2.3.7 Reinforcements: Quantity Description 2.3.7.1 One Door Lock Reinforcement. Wood block measuring 1-11/16" x 3 -1 /4" x 9 -1h" Location At door panel lock bore location. Mani 1 Perez. P.E.. Produ Pt ctu .c,ntroi t�l V1St(�n ontrol Examiner FROM : Bancroft Premdor Entry Systems 2.6 Hardware: Quantity 2.6.1 One 2.6.2 One Description Kwikset Lockset Model 200 DL Series _Inside /outside knob operated. Kwikset Deadbolt Model 660 Series Key operated. PHONE NO. : 305 7574046 NOV. 10 1999 01:44PM '2 ACCEPTANCE No.: 97- 0204.08 APPROVED : AUG 2 5 1997 EXPIRES : AUG 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 2.3.7 Reinforcements: continued Quantity Description Location 2.3.7.2 One Lock filler plastic plate, 0.050" thick. At door edge lock location, 2.3.8 Glazing moldings and stops: None. 2.3.9 Astragal: None. 2.3.10 Finish: Doors shall be pre - painted with a water -based epoxy primer with a dry film thickness of 0.8 to 1.2 mil. 2.4 Frame Construction: 2.4.1 Type: Rabbet frame, 4- 9/16" by 1 -1/4" wood jambs and header. 2.4.2 Material: Wood sections. 2.4.3 Construction: The head and jamb corners are coped, butted and fastened using three (3) 1- 3/4" staples per corner. The sill and jamb corners were butted, sealed and fastened using two (2) #8 x 1 -3/4" screws per corner, through the jamb and into the integral wood block in the sill. 2.4.4 Reinforcements: None. 2.4.5 Threshold: Extruded aluminum bumper threshold 1 -1/4" high x 4- 9/16" wide with integral wood substrate and slide -in compressed foam weatherstrip insert, and anchored with two (2) #10 x 2 -1/2" F.H.W.S. 2.4.6 Finish: Frame shall be painted with a water -based epoxy primer with a dry film thickness of 0.8 to 1.2 mil. 2.5 Weatherstrips: Quantity Description Location 2.5.1 One Row Loxseal Along the inside edge of door at each Model 9650 (Bronze) Thermoplastic frame member. compression weatherstrip. Manue Product ontrol Division -2a- Location At panel lock side, 43- 11/16" from top of door. Included strike at frame lock jamb. At panel lock side, 38- 3/16" from top of door. Included strike at frame lock jamb. 2.6.3 Three Butt Hinges 4" x 4 "x 0.097" thick steel hinges. non- At panel hinge side. 8- template pattern, prime painted with non - removable 7/16" from top of door pin. Eachjattached to frame with four #10 wood and the rest at 31 -3 /16" screws (2 @ % " long and 2 © 2" long), and each o /c. attached to door with four #10 -24 x' /4" F1- WS. Perez, P.E., Product C tollowing statement: "Dade County Product Control Approved ". It shall be located in a visible place inside the frame jamb. 5.2 The door slab itself shall also bear a permanent label, at the door inside edge, with the manufacturer's name or logo, city and state. 6. USE 6.1 Application for building permit shall be accompanied two copies of th '. ing: Manu !Perez, P.E., Product Product ontrol Division -3b- rol Examiner of Examiner ' FROM : Bancroft t'remdor Entry__?Ystems 6. USE 6.1 Application for building permit shall be accompanied PHONE NO. : 305 7574046 NOV. 10 1999 01:44PM P3 ACCEPTANCE No.: 97- 0204.08 APPROVED EXPIRES NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 2.7 Sealant: A small joint sealant is applied to the jamb and sill corners. 3. LIMITATIONS 3.1 This approval applies to single unit applications of single door only, as shown in Section 10. 3.2 Units with dimensions equal to those shown in Section 1.3 shall qualify under this approval. 3.3 Installation is limited by the Design Pressure Rating shown in Section 7, for out - and in- swinging applications. See Section 7.1 for out - swinging and Section 7.2 for in- swinging applications. 3.4 The installation of this door may require an overhang or canopy above it that must stand out a distance equal to the height of the door provided that this cover starts immediately above the door. For canopy requirement limitations of in- swinging and out - swinging doors, see Sections 7 -1 and 7.2. 4. INSTALLATION 4.1 Method of Attachment: 4.1.1 Head: Two #10 x 2 -1 /2" PFH wood screws located at 4" from each end. Alternate: Two 3/1'6" PFH Tapcons, located as above. 4.1.2 Jambs: Five #10 x 2 -1/2" flat head wood screws installed starting at 4" from the top and the rest at 17 -1/2 o/c maximum. Alternate: Five 3/16" PFH Tapcons, located as above. Additionally, install two #8 x 1 -3/4" flat head wood screws at each side, connecting the jambs to the threshold. 4.1.3 Sill: Same as head. Typical minimum embedment is 1-1/2 ", for w ews and Tapcons. 4.2 Limit shim space to a maximum of 1/4 ". 4.3 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 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. 5. IDENTIFICATION --- ............ 5.1 Each door system shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". It shall be located in a visible place inside the frame jamb. 5.2 The door slab itself shall also bear a permanent label, at the door inside edge, with the manufacturer's name or logo, city and state. two copies of th Manu i Perez, P.E., Product C : AUG 25 1991 : AUG 2 5 2000 ing: of Examiner 4 Premdor Entry Systems, 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive door, mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No.31- I015 -EW, Sheets 1 through 3 of 3, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the option and components selected for the proposed installation 6.2 The Building Official shall ensure s acy of door to meet the pressure requirement of the opening in which it is to be inst .. \ 6.3 Note: The installation of thi 7nit will not re ire a hurricane protective system. 7. TESTS PERFORMED 7.1 TESTS: R LTS: _ _ OUT-SWINGING SINGLE STEEL ENTRANCE DOOR TEST i TEST LOADS DESIGN LOADS AIR INFILTRATION Q 1.57 PSF 0.04 C FM /FT SFBC PA 202 - 94 (0.50 CFM /FT-) NCTL- 210 - 1861 -4S UNIFORM STATIC PRESSURE a DESIGN LOAD +76.0 PSF +76.0 PSF SFBC PA 202 -94 POSITIVE NCTL -210- 1861 -4S NCTL - 210 - 186145 UNIFORM STATIC PRESSURE ® DESIGN LOAD -76.0 PSF -76 PSF SFBC PA 202-94 NEGATIVE~ NCTL - 210 - 1861 -4S NCTL-210-1861-4S +8.25 PSF +55.0 PSF NCTL- 210 - 1861 -4S NCTL-210-1861-4S +76.0 PSF NCTL-210-1861-4S WATER RESISTANCE (PSF) • SFBC PA 202 -94 UNIFORM STATIC AIR PRESSURE Q FULL TEST LOAD SFBC PA 202 -94 POSITIVE UNIFORM STATIC AIR PRESSURE a FULL TEST LOAD SFBC PA 202 -94 NEGATIVE FORCED -ENTRY RESISTANCE (FER) SFBC Section 3603.02 and SFBC PA 202 -94 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE ACCEPTANCE No.: APPROVED : AUG 2 5 1997 EXPIRES : AUG 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS +114,0 PSI' NCTL-210-1861-4S -114.0 PSF NCTL-210-1861- SATISFACTORY NCTL - 210 - 1861 -4 F SATISFACTORY NCTL - 210 - 1861 - (1) +98.8 PSF NCTL -210 - 1361. (C) -98.8 PSF NCTL -2 I0 -186I -4,5.6 (C) Design Pressure Rating (Positive) Without canopy Design Pressure Rating (Negative) Without canopy Design Pressure Rating (Positive) With Canopy Design Pressure Rating (Negative) With canopy - 2c - +76.0 PSF NCTL.310- 1861- (C) -76.0 PSF NCTL - 210 - 1861 - (C) 4 55.0 -76.0 PSF +76.0 PSF -76.0 PSF Manuel Product ercz, P.E., Product C ontrol Division -76.0 PSF NCTL -210- 1861 - rol Examiner > eu,uor tntry Systems 7.2 TESTS: ACCEPTANCE No.: 97- 0204.08 APPROVED : AVG 2 5 1997 EXPIRES : AU6 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS RESULTS: IN- SWINGING SINGLE STEEL, ENTRANCE DOOR TEST TEST LOADS AIR INFILTRAT @ 1.57 PSF SFBC PA 202 -94 (0.50 CFM/FT ) UNIFORM STATIC PRF.S. J tars" n nr:crr:r`r r et r, • To.o rot SFBC PA 202 -94 POSITIVE UNIFORM STATIC PRESSURE @ DESIGN LOAD -76.0 PSF SFBC PA 202 -94 NEGATIVE NCTL- 210 - 1864 -5S WATER RESISTANCE PSF SFBC PA 203 -94 RESISTANCE ( PSF) +2.86 PSF 0.19 CFM /FT NCTL - 210 - 1864 -$S NCTL -2 l 0- 1864 -SS l.f/�TI '1IA IA /.4 -h DESICN LOADS t7o.0 ? k NCTL- 210 - 1864 -55 -76 PSF NCTL -210 -1 864 -55 +19.1 PSF * FROM : Bancroft PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jefferson Pittsburg KA 66762 Acceptance No.: 97- 0204.08 Expires:08/25 /00 Approved: 08/25/97 cHCNE NO. : 305 7574045 NOV. 10 1999 01:42PM P2 7. 7r Your application for Product Approval of Entergy Series- Steel/Wood Edges - Out/In-swing, Residential Insulated Steel Door - 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. 31- 1015 -EW, Sheets I t/rru of 3. (For listing, see Section 8 of this Notice of Approval). has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific condions set forth on pages 2 e :. 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 cr 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 Cede 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 Rod iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS _. .BUILDINC.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 north above. -I- Internet mail address: postmaster @buildingcodecntine.com ` Homepage: http :Uwww.buildingcodeoniinc.com METROPOLITAN DADE COUNTY. FLORIDA METRO -DAOE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375 -2906 PRODUCT CONTROL DIVISION (305) 37S -2902 FAX (305) 372 -6339 Ls anger. I Director Building Code Compliance Dept. Metropolitan Dade County FROM : Bancroft Premdor Entry Systems PHONE NO. : 305 7574046 NOU. 10 1959 01:43PM P1 ACCEPTANCE No.: 97- 0204.08 APPROVED : MG 2 5 1997 EXPIRES : A111 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves a residential insulated steel swing door 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 Building and Other Struc :ures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation: 'Entergy Series - Steel Top & Bottom Edges & Wood Side Edges Out- swing/In- swing, Residential Insulated Steel Door - Impact. 1.3 Overall Size: 3' 1 -112" (37 -1/2 ") wide x 6' 8- 11/16" (80-11/16") high x 1 -3/4" deep. 1.4 Configuration: X. 1.5 No. & Size of Panels: Single panel door, 35- 25/32" wide x 79 -5/16" high x 1 -3/4" deep. 26 gauge (0.017 ") thick skin. 2. MATERIAL CHARACTERISTICS 2.1 Frame & Door Material: 2.1.I Frame: 4- 9/16" wide x 1 -1/4" thick wood sections (head and jambs). 2.1.2 Door: 26 gauge steel skin: top and bottom 20 gauge steel edges, side wood edges; and interior cavity filled' with rigid polyurethane foam. 2.2 Glazing: None. • • 2.3 Door Leaf Construction: Full flush and embossed panel types. 2.3.1 Door thickness: The door leaf is 1 -3/4" thick. 2.3.2 Face sheets: Cold rolled steel. electro - galvanized and phosphated steel skin, 26 gauge (0.017". +.003 ", - .000" min. thickness) with a minimum yield stress of Fy =25,000 psi. 2.3.3 Core Design: 1- 21/32" thick BASF Elastopor polyurethane tbam core with a density between 2.0 and 2.5 pounds per cubic feet. 2.3.4 Construction: Full flush construction with wood and steel edge slabs. Door panel consists of steel door skins folded over steel channels at top and bottom and over wood blocking at the sides. 2.3.5 Vertical edges: Consist of door skin extensions bent 90" and folded the vertical wood blocks, with an overall dimensions of 1-11/16" x 1 -1/8" x 79- 5 /16 ". 2.3.6 Top and bottom edges: : Horizontal edges have a 90' toe bend folded over and locking the top and bottom.20 gauge electro - galvanized closintt channels (0.500" x 1.678" x 0.032" minimum thickness. Closing channels are: flush at the top and inverted at the bottom of each door. 2.3.7 Reinforcements: Quantity Description 2.3.7.1 One Door Lock Reinforcement. Wood block measuring 1 -I 1/16" x 3 -1 /4" x 9 -I P". Location At door panel lock bore location. NIant 'I Perez. P.E.. Produ• ontrol Examiner Ptodu .ontrot Division FROM : Oancrcrt Premdor Entry Systems 6. USE 6.1 Application for building permit shall be accompanied PHONE NO. : 305 7574046 NOU. 10 1999 01:44PM D2 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS Manse Perez, P.E.. Product Product ontrol Division -2a- ACCEPTANCE No.: 97- 0204.08 APPROVED : AUG 2 5 1997 EXPIRES : AUG 2 5 2000 23.7 Reinforcements: continued Quantity Description Location 23.7.2 One Lock filler plastic plate, 0.050" thick. At door edge lock location. 2.3.8 Glazing moldings and stops: None. 23.9 Astragal: None. 2.3.10 Finish: Doors shall be pre - painted with a water -based epoxy primer with a dry film thickness of 0.8 to 1.2 mil. 2.4 Frame Construction: 2.4.1 Type: Rabbet frame, 4- 9/16" by 1 -1/4" wood jambs and header. 2.4.2 Material: Wood sections. 2.4.3 Construction: The head and jamb corners are coped, butted and fastened using three (3) 1- 3/4" staples per corner. The sill and jamb corners were butted, sealed and fastened using two (2) K8 x 1 -3/4" screws per corner, through the jamb and into the integral wood block in the silt. 2.4.4 Reinforcements: None. 2.4.5 Threshold: Extruded aluminum bumper threshold 1 -1/4" high x 4- 9/16" wide with integral wood substrate and slide -in compressed foam weatherstrip insert, and anchored with two (2) 4'l0 x 2 -12" F.H.W.S. 2.4.6 Finish: Frame shall be painted with a water -based epoxy primer with a dry film thickness of 0.8 to 12 mil. 2.5 Weatherstrips: Quantity Description Location 2.5.1 One Row Loxseal Along the inside edge of door at each Model 9650 (Bronze) Thermoplastic frame member. compression weatherstrip. 2.6 Hardware: Quantity Description Location 2.6.1 One Kwikset Lockset At panel lock side, 43- 11 /16" from Model 200 DL Series top of door. ._Inside /outside knob operated.. Included strike at frame lock jamb. 2.6.2 One Ktvikset Deadbolt At panel lock side, 38- 3/16" from Model 660 Series top of door. Key operated. Included strike at frame lock jamb. 2.6.3 Three Butt Hinges 4" x 4 "x 0.097" thick steel hinges. non- At panel hinge side. 8- template pattern, prime painted with non - removable 7/16" from top of door pin. Eachjattached to frame with four » 10 wood and the rest at 31- 3/16" screws (2 ©% " long and 2 © 2" long), and each o /c. attached to door with four #10-74 x %" F WS. rol Examine: following statement: "Dade County Product Control Approved ". It shall be located in a visible place inside the frame jamb. 5.2 The door slab itself shall also bear a permanent label, at the door inside edge, with the manufacturer's name or logo, city and state. two copies of th IOW ing: dl /.- Manu I Perez, P.E., Product •n of Examiner Product ontrol Division - 2b - • .FRCM : Bancroft PHONE NO. : 305 7574046 NOV. 10 :399 01:44PM P3 1'remdor Entry systems ACCEPTANCE No.: 97- 0204.08 APPROVED AUG 2 5 1997 EXPIRES : AUG 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 2.7 Sealant: A small joint sealant is applied to the jamb and sill corners. 3. LIMITATIONS 3.1 This approval applies to single unit applications of single door only, as shown in Section 10. 3.2 Units with dimensions equal to those shown in Section 1.3 shall qualify under this approval. 3.3 Installation is limited by the Design Pressure Rating shown in Section 7, for out - and in- swinging applications. See Section 7.1 for out - swinging and Section 7.2 for in- swinging applications. 3.4 The installation of this door may require an overhang or canopy above it that must stand out a distance equal to the height of the door provided that this cover starts immediately above the door. For canopy requirement limitations of in- swinging and out - swinging doors, see Sections 7.1 and 7.2. 4. INSTALLATION 4.1 Method of Attachment: 4.1.1 Head: Two 410 x 2 -1/2" PFH wood screws located at 4" from each end. Alternate: Two 3/16" PFH Tapcons, located as above. 5. IDENTIFICATION 6. USE 6.1 Application for building permit shall be accompanied • two copies of th - Manu I Perez, P.E., Product 9vodtact C�oe.teo 4.1.2 Jambs: Five #10 x 2 -1/2" flat head wood screws installed starting at 4" from the top and the rest at 17 -1/2 o/c maximum. Alternate: Five 3/16" PFH Tapcons, located as above. Additionally, install two 48 x 1 -3/4" flat head wood screws at each side. connecting the jambs to the threshold. 4.1.3 Sill: Same as head. Typical minimum embedment is I -1 /2 ", fog and Tapcons. 4.2 Limit shim space to a maximum of 1 /4 ". 4.3 Attachments of sub - bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 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. 5.1 Each door system shall bear a permanent label with the manufacturer's name or logo. city, state and following statement: "Dade County Product Control Approved ". It shall be located in a visible place inside the frame jamb. 5.2 The door slab itself shall also bear a permanent label. at the door inside edge, with the manufacturer's name or logo, city and state. of Examiner Premdor Ent Systems NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 6.1.1 This Notice of Accepta.-tce 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive door, meat roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No.31- 1015 -EW, Sheets 1 through 3 of.3, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the option and components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed. 6.3 Note: The installation of this unit will not require a hurricane protective system. 7. TESTS PERFORMED 7.1 TESTS: RESULTS: OUT- SWINGING SINGLE STEEL ENTRANCE DOOR TEST LOADS T EST AIR INFILTRATION cr' 1.57 PSF SFBC PA 202 -94 (0.50 CFNI/FT UNIFORM STATIC PRESSURE@ DESIGN LOAD SFBC PA 202 -94 POSITIVE UNIFORM STATIC PRESSURE@ DESIGN LOAD SFBC PA 202 -94 NEGATIVE WATER RESISTANCE (PSF) SFBC PA 202 -94 UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD SFBC PA 202 -94 POSITIVE UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD SFBC PA 202 -94 NEGATIVE FORCED -ENTRY RESISTANCE (FER) SFBC Section 3603.02 and SFBC PA 202 -94 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE Design Pressure Rating (Positive) Design Pressure Rating (Negative) Design Pressure Ratting (Positive) Design Pressure Rating (Negative) Without canopy Without canopy With Canopy With canopy -2c- ACCEPTANCE No.: 97- U2U4.U0 APPROVED : 5 1997 EXPIRES : AUG 2 5' 2000 0.04 CFM/FT NCTL- 210- 1361. +76.0 PSF NCR -2 10.1861 - -76.0 PSF NCTL - 210 - 1861 - +3.25 PSF NCTL - 210 - 1361 - S +114.0 14.0� NCTL -2 I0- 1861.4S -1 14.0 PSF NCTL -210 -1 861- S SATISFACTORY NCI'L- 210 - 1861 - F SATISFACTORY NCTL -310 - 1861 - (1) +98.3 PSF NCTL -210 - 1 361 -4.5.6 (C) -98.8 PSF NCTL - 210 - 1861 - (C) Manuel ercz. P.E., Product C Product ontrol Division DESIGN LOADS +76.0 PSF NCTL - 210 - 186 -76 PSF NCTL -210 -1861 4S +55.0 PSF NCTL -210 - 186I -' S +76.0 PSF NCTL - 210 - 1861 - -76.0 PSF NCTL -210 - 1 861-45 +76.0 PSF NCTL- 310 - 1861 - (C) -76.0 PSF NCTL -2I0 -1 861 -4,5,6 (C) +55.0 PSF -76.0 PSF +76.0 PSF .76.0 PSF rol Examiner 2 -1 cinuor tntry Systems NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 7.2 TESTS: RESULTS: IN- SWINGING SINGLE STEEL ENTRANCE DOOR TEST AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.50 CFM/FT - ) UNIFORM STATIC PRF.C¢1 fl ( J I nA SFBC PA 202 -94 POSITIVE UNIFORM STATIC PRESSURE Q DESIGN LOAD SFBC PA 202 -94 NEGATIVE WATER RESISTANCE (PSF) SFBC PA 202 -94 ACCEPTANCE No.: 97- 0204.08 APPROVED AUG 2 5 1997 EXPIRES : AUG 2 5 2000 • TEST LOADS 0.19 CFM/FT NCTL - 210 - 1864 -5S *s.o ror NCTL -2 I 0 -1 864 -SS -76.0 PSF NCTL -210 - 1 864 -5S +2.86 PSF 1: r•r1 ,,A to /• ..- DESIGN LOADS fb.v r�r NCTL- 210 - 1864 -55 -76 PSF NCTL -210- 1 864 -5S +19.1 PSF