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WINDOW PERMITPERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 7 4 �e Job Address yA i �� _ ‘/ . Tax Folio Legal Description Historically Designated: Yes No / Owner/Lessee / Tenant /7 � si /� Master Permit # �� 1 Owner's Address 7/ `✓ / i Phone // Contracting Co. �"dr�� J !�✓/%r '-r t��.Y�iE' Address Qualifier av6,./ SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILD 9 ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION X 1ZEA- c / _ Square Ft. Estimated Cost (value , 2 2 � ) 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 FEES: PERMIT APPROVED: Zoning Mechanical RADON Signature of Contractor or Owner- Builder Date >5 1 , ot." f r ; tze. Notary as to Owner and/or Condo President Date Notary as to Contractor or Owr My Commission Expires: My Commission Expires: Uy C.C.F. ` NOTARY Date TOTAL DUE I li i t Building � 4% ,/ J Electrical Plumbing Engineering 990 NE NINETY - SECOND STREET, HIAHI SHORES, FL 33138 TELE: (305) 756 -5788 July 5th, 1996 Miami Shores Village Hall 10050 NE 2nd Ave Miami Shores, FL 33138 Attn: Ms Margarita Montiel Dear Ms Montiel, RE: HOERBER, 990 NE 92ND STREET, WINDOW REPLACEMENT Per our telephone conversation this letter requests your department waive the storm shutter requirement on the above home's window replacement. We have contracted with Pino Window to replace our existing casement awning windows with their windows, product control acceptance attached. Please be advised these window openings all have existing metal awning type storm shutters which completely cover all openings (see photograph) In addition, there is installed the receiving portion of insert metal panels for the picture window opening at the front of the house, again refer to photograph. In our telephone conversation you advised the storm shutter requirement may be waived if the existing shutters on the house are metal and in good serviceable condition, which they are both. Thank you for your attention. Sincerely Mark S Hoerber Enclosure ACCEPTANCE No.: 93- 100101 M Pino's Window Corporation 7191 N. W. 77th Street Medley, Florida 33166 Your application for Product Approval of 8 of the Metropolitan Dade Count �zontal Slidinn W11�D�,v under Chapter Construction, and completely descried i n the ' plans, e specifi specifications and Materials and a m s of by ►i ' * , calculations as submitted 17r 122a has been recommended by the Building Code Compliance Office to be used in the f County, Florida under the Specific Conditions sct forth on pages 2 - 2a and the Standard D.1 Conditions in page 3. • EXPIRES GENEI A . ONt)iTr(11`tc MALLUtiaagac This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Codc Committee to be used in Dade County, Florida under the conditions sct forth above. APPROVED: NV 2 2 19 9 3 * EASE NOTIcr ** METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO-DADE FLAGLER BUILDING • 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375.2908 it Diamond, P.C. Product Control Division Supervisor ►J Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Pino's 1\ iniov Corporation DFSCRI1TION OF UNIT MODEL DESIGNATION Aluminum Horizontal Sliding Window OVERALL SIZE: 9' - 10 1/16" wide x 5' -3 "high GLAZING MATERIAL: 3/16" annealed glass. - • • • • • • .. :L • ., I.: WI =' - •.. - ,. ••. ... .!_i- • _ ., • .:i!+er. — - — - - -- ......._ • .... .�� i.i a:yy: • _.•- ••psi - -• • ACCEPTANCE No.: 93- 1001.01 ... t. w ) 4 EXPIRES : August 31.1997 . J ASSIGNED .ACCEPTANCE MARKINGS AANIA 1302.5-1976 F.E.R. ANSI /AAMA 101 -88 (HS -R35) Dade County Approval .493- 1001.01 Expires: August 31, 1997 Approved for installation up to 25 Ft. above grade. CAUTION: Elevation must be reduced in the coastal construction zone CONFIGURATION: X07 No. & SIZE OF VENTS: Two; each, 34 9/16" by 59 3/4" high; one fixed light frame glazed in the center with a clear opening of 45 3/4" by 57 5/8" high (XOX). WEATHERSTRIPPING: Single pile N»th integral plastic fin each vent meeting rail. Double pile with integral plastic fin at each vent top and bottom rail and each frame jamb. OPERATORS & LOCATIONS; One metallic rolling in plastic housing at each end of each vent bottom rail. Single metallic cam lock at each vent meeting rail, 14" from each end. (Total of four locks). GLAZING METHOD; Interior glazed using a clear colored adhesive bedding compound and rolled aluminum glazing bead. Gil Diamond, p Product Control Division S'ipervisor N •NS SIN 2 2 190 3 Wino's Window •Corporation \VEEPHOLES : One 2" by 3/16" weephole in track insert, 5" and 32" from each end; weeping track into sub -sill. One 1 3/4" by 1/2" weephole in exterior sill flame, 3" from each end, weeping sub -sill to the exterior. One 2" by 1/4" weep notch at sill screen track, 2 1/2' and 32" from each end. MUNTINS; None REINFORCEMENT: None • ADDITIONAL DESCRIPTION: Flange type frame. 2 1/8" high overall interior sill flange. TESTS: SCREWS AND METHOD OF ATTACHMENT INTERIOR \VINDLOAD : 54.0 PSF SILL : 9- # 8 x 1 1/4" FH SMS EXTERIOR WINDLOAD: 54.0 PSF HEADER : 6- # 8 x 1 1/4" FH SMS WATER RESISTANCE : 6.80 PSF JAMBS : 4- # 8 x 1 1/4" FH SMS AIR INFILTRATION : 0.27 CFM/FT FORCED ENTRY : MTL -15642 NOTE; Please see Note # 11. Page 3 APPROVED FOR ELEVATIONS UP TO: 25 Ft. above existing grade valid until December 31 1993 when a design pressure rating of 36.0 p.s.f. shall apply. This product must be re- evaluated for structural adequacy when Construction Zone in accordance with Chapter 23 Sub -secti Building Code. APPROVED 11OV 2 2 1993 EXPIRES : August 31.1997 J NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS ACCEPTANCE No.: 93- 1001.01 ;l Diamond P.E. _ " 'Product Controi Supervisor 1• alled within the Coastal of 1}rd South Florida 1. For multiple window installations, approved mullion drawings and calculations roust be filed with Product Control. 1 1' r 09 -18 -1995 10 :56AM FROM O. C 0 AC A TO • • .4- • Revised 5-2042 N RD CO ' 0 SFO 5537264 • 2. This Acceptance will qualify smaller units of the same design and as the unit tested. 3. AAl units must be labeled. giving thejnanufactureti name. Dade Count_v Product Control. AoprovaLNumber_ aperpved e)evatio and jate,of expiration. 4. Extension of Acceptance may be considered after a new application has been filed and the supporting data, for test reports less than four (4) years old, has been re- evaluated. S. Any revision or change in materials, use or manufacture of the product shall automatically be cause for termination, unless prior approval is granted for revision or change. 6. Any unsatisfactory performance of this product or a change in Code provisions shall be grounds for re- evaluation. 7.. This Acceptance shall not be used as an endorsement of any product sales or advertising purposes. 8. Aluminum windows and sliding doors have been tested in accordance with ANSI/AAMA 101 -88 or for wood window unit by ANSI/NWWDA I.S. 2 -37 and sliding doors ANSI/NWWDA I.S. 3 - and swing doors ANSI/NWWDA I.S. 3 -88, 9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building code. 10. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. 11. The spacing of fasteners shall be as tested or 24" whichever is less. RODIJC S ' The first fastener shall be located a maximum of 6" from each corner and mullion or stile. Minimums penetration of fastener shall be as tested or 3/4" whichever is higher. No wood or plastic'shields or pins shall be used. Unless otherwise noted in the test report, minimum size of screws shall be No. 8 for first and second floor installations and No. 10 for all other floors above the first and second floors. • it Diamond, P.E. roduct Control Division .Supervisor P. 11 • • PINO WINDOWS CORPORATION COMPARATIVE ANALYSIS CHART HORIZONTAL SLIDING WINDOW HS -R35 AS PER MIL-15642 (XOX) TEST SIZE = 118-1/16" x 63' (XOX) TEST LOADS = 54.0 PSF - ,EXTERIOR WATER INFILTRATION TEST = 6 1 P F 3/16" - ANNEALED GLASS USED @ TEST DESIGN PRESSURES AS PER ASCE 7 -88 BASIC WIND SPEED : 110 MPH EXPOSURE CATEGORY : C IMPORTANCE FACTOR : 1.05 Z4A 15 15 15 15 15 15 15 15 16 15 0 0 15 15 15 15 15 15 15 0 XO OR OX SIZES ONLY -- WINDOW` DIMS` WIDTH HEIGHT 37 53 -1/8 26 74 37 53-1/8 38 3/8 74 37 53-1/8 50 5/8 74 37 53 -1/8 63 74 DESIGN LOAD > -»'PSF EXT. INT. 201.3 184.5 184.5 115.8 93.7 84.8 81.5 63.0 52.5 62.7 47.3 37.9 . I 201.3 184.5 184.5 115.8 93.7 84.8 81.5 63.0 52.5 62.7 47.3 37.9 MAX. MEAN ROOF HT. ELEV. - FT. Z5A 15 15 Z4B 20 20 20 20 20 20 20 20 21 20 20 0 Z5B 20 20 20 20 20 20 20 20 0 20 0 PINOCA3 AL- FAROOQ CORP. 1235 S.W. 87th AVE. MIAMI, FL. 33174 305 - 264 -8100 MAY 0 1995 09 -18 -1995 10 :58AM FROM ' PINO WINDOWS CORPORATION COMPARATIVE ANALYSIS CHART HORIZONTAL SLIDING WINDOW HS -R35 AS PER MTL -15642 (XOX) TEST SIZE = 118-1/16" x 63" (XOX) TEST LOADS - 54.0 PSF - EXTERIOR = 54.0 PSF - INTERIOR WATER INFILTRATION TEST = 6.8 PSF 3116" - ANNEALED GLASS USED Q TEST XO OR OX SIZES ONLY MAX. MEAN ROOF WINDOW DIMS " ' DESIGN LOAD :-- `P,SF� ~ HT. ELEV. - FT. WIDTH HEIGHT EXT. INT. Z4A 15 20 Z5 36 231.0 231.0 20 48 24 216.6 216.6 15 15 20 20 60 216.6 216.6 15 15 20 20 72 36 48 60 72 36 48 60 72 36 48 60 72 PINOCA4 AL- FAROOQ CORP. 1235 S.W. 87th AVE. MIAMI, FL 33174 305- 264 -8100 c 216.6 128.3 36 108.3 99.0 96.3 88.9 48 72.2 63.0 57.8 67.9 60 54.1 46.2 41.3 216.6 128.3 108.3 99.0 96.3 88.9 72.2 63.0 57.8 67.9 54.1 46.2 41.3 15 15 15 15 15 15 15 15 15 15 15 TO 'DESIGN PRESSURES AS PER ASCE 7 -88 BASICW1NO SPEED : 110 MPH EXPOSURE CATEGORY : C IMPOITANCEFACTOR : LOS 15 20 _ 20 15 20 20 15 20 20 15 20 20 15 20 20 15 20 20 15 20 20 15 20 20 0 21 17 15 20 20 0 20 19 5537264 P. 13 0 MAY l► 4 '199!) U'J - 18 -1995 113; 59H11 FROM PINO WINDOWS CORPORATION COMPARATIVE ANALYSIS CHART HORIZONTAL SUDING WINDOW HS -R35 AS PER MTL -15642 (XOX) TEST SIZE a 11 8-1/16" x 63" (XOX) TEST LOADS 54.0 PSF - EXTERIOR WATER INFILTRATION TEST N 3/16" - ANNEALED GLASS USED Q TEST 74 1 1 1 74 106 -1/4 0 0 20 0 0 o XOX SIZES ONLY WINDOW . DIMS'' ' DESIGN LOAD: MAX. MEAN ROOF WIDTH HEIGHT PSF: HT. ELEV. - FT INT. Z4A Z5A Z4B z5B 06 -1/4 74 26 192.6 192.6 15 15 20 20 184.5 184.5 15 15 20 20 06 -1 4 38 -3 8 97.9 97.9 15 15 20 20 74 / 88.9 88.9 15 15 21 63.8 • 63.8 15 15 21 06 -1 /4 20 25 50 -5/8 54.9 54.9 16 0 15 47.2 63 47.2 63 38.3 38.3 PINOCA5 AL- FAROOQ CORP. 1235 S.W. 87th AVE, MIAMI, FL 33174 305 - 264 --8100 1 TO UESICN PRESSURES AS PER ASCE 7 —SS BASIC WIRD SPEEU : 110 MPH EXPOSURE CATEGORY : C IMPORTA11c E PACiVR : 1.03 5537264 - 111 - W 0 4 19 P. 15 XOX SIZES ONLY MAX. MEAN ROOF HT. ELEV. - FT. WINDOW'.... 'DIMS- :;? DESIGN°LOAD'= °PSF WIDTH HEIGHT EXT. INT. Z4A Z5A Z4B Z5E3 72 108 120 24 223.6 223.6 15 15 20 20 216.6 _ 216.6 15 15 20 20 216.6 216.6 15 15 20 20 •• • 72 108 _ 120 36 • 110.0 110.0 15 15 20 20 99.4 99.4 15 15 20 20 97.6 97.6 15 15 21 21 72 108 120 48 70.0 70.0 15 15 ' 20 20 59.9 59.9 16 15 22 21 58.2 58.2 - 51.3 16 0 5 0 22 21 19 0 72 108 120 60 51.3 41.1 41.1 0 0 0 0 - 39.6 39.6 _ 0 0 0 0 • 09 -18 -1995 10 :58AM FROM 1 • • • • PAO WINDOWS CORPORATION COMPARATIVE ANALYSIS CHART HORIZONTAL SLIDING WINDOW HS -R35 AS PER MTL -15642 (XOX) TEST SIZE = 118 -1/16" x 63" (XOX) TEST LOADS = 54.0 PSF - EXTERIOR 54.0 PSF - INTERIOR WATER INFILTRATION TEST = 6.8 PSF 3/16" - ANNEALED GLASS USED © TEST PINOCA6 AL- FAROOQ CORP, 1235 S.W. 87th AVE. MIAMI, FL. 33174 305- 264 -8100 TO 5537264 P.14 DESIGN PRESSURES AS PER ASCE 7 - U BASIC WIND SPEED : 110 MPH EXPOSURE CATEGORY : C IMPORTANCE FACTOR : LOS METRO -DAOE PRODUCT CONTROL NOTICE OF ACCEPTANCE Pino - Windows Corporation 6860 N.W. 75 Street Miami FL 33166 Your application for Product Approval of: Aluminum Tube Mullions 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. M95 - 18A, Sheets 1 lhru 3 of 3. (For listing, see Section 8 of this Notice of Acceptance) 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.: 95-1212.12 Expires:03 /28/99 Raul Rodliguez 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. Approved: 03 /28/96 -1- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 s anger, Director Building Code Compliance Dept. Metropolitan Dade County rt Fino Windows Corp. 'ACCEPTANCE No.: 95- 1212.12 2 APPROVED : MAR 2 8 1996 EXPIRES : M E W 2 8 19 9 9 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves a structural mullion system for the windows specified below, designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation, Pino Windows Corp. Aluminum Tube Mullions (Non- reinforced). To be used to support only windows and/or doors with a current Notice of Acceptance. 2. MATERIAL CHARACTERISTICS 2.1 The structural mullion consists of an extruded aluminum rectangular tube of 1/8" wall thickness. Tube dimensions are: 1" x 2 ", 1" x 3 ", 1" x 4 ", 2" x 4" or 2" x 6" Tube material is aluminum alloy 6063 -T5. The properties of the head, jamb or sill members are not added to the properties of the mullion. 2.2 Tested specimen: A side -by -side configuration, consisting of two 37" wide x 38 -1/2" high single hung window units mulled together, using a 1" x 2" x 1/8" wall x 37-7/16" long aluminum tube mullion. Overall dimensions: 74" wide x 38 -1/2" high overall 3. LIMITATIONS 3.1 This approval applies to structural mullions to be installed vertically or horizontally, as shown in Section 10. 3.2 Mullions are to be used only to support windows and/or doors, with a current Notice of Acceptance. 3.3 The maximum mullion span (length) shall be: 144" max. for 2" x 6" mullion, this dimension is reduced for smaller size mullions. 3.4 For Design Pressure Rating vs. Mullion length, see "Mullion Load Charts" for each mullion size (1" x 2 ", 1" x 3" , 1" x 4" , 2" x 4" or 2" x 6 ") on Sheet 2 of 3, Drawing No. M95 -18A, bearing the Dade County Product Control approval stamp. 3.5 For anchoring condition, see "Anchor Load Chart" for each anchor type (A, B or C) on Sheets 2 and 3 of 3, Drawing No. M95 -18A, bearing the Dade County Product Control approval stamp. 3.6 Both mullion (size and span), as well as anchor (type) selected design pressure rating, per load charts, must meet or exceed the pressure requirement for the opening in which it is to be installed. 3.7 Window sizes and design pressures are to be limited to those appearing on Charts referenced above and listed in their individual Notices of Acceptance. Manuel Pe ez, P.E. Plans E ner II Product Control Division Pino Windows Corp. ACCEPTANCE No.: 95- 1212.12 - 2a - APPROVED : MAR 2 R 1996 EXPIRES • MAR 2 8 1 9 9 9 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION: 4.1 Vertical or Horizontal Applications: 4.1.1 Anchor Type A Two 2" x 2" x 1/8" x 2 -5/8" long aluminum clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using two #14 SMS, two per angle, spaced 2" apart; and the other leg anchored to a 2x wood buck using one #14 SMS x 1 -1/4" embed or with one 3/16" x 1 -3/4" Tapcon (1 per angle) directly into a precast concrete sill with a minimum embedment of 1 -1/2 ", as shown on Section "Anchor Type "A ", Drawing No. M95 -18A, Sheet 3 of 3, bearing the Dade County Product Control approval stamp. 4.1.2 Anchor Type B Two 2" x 2" x 1/8" x 2 -5/8" long aluminum clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using two #14 SMS, two per angle, spaced 2" apart; and the other leg anchored to a 2x wood buck using two per angle #14 SMS x 1-1/2" min. embedment, spaced 2" apart minimum, as shown on Section "Anchor Type "B ", Drawing No. M95 -18A, Sheet 3 of 3, bearing the Dade County Product Control approval stamp. 4.1.3 Anchor Type C Two 2" x 2" x 1/8" x 3 -5/8" long aluminum clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using three #14 SMS, three per angle, spaced 1 -1/2" apart; and the other leg anchored (with wood block notched out) directly into concrete or to a concrete filled block with two 1/4" x 1 -3/4" Tapcon (2 per angle) with a minimum embedment of 1 -1/4 ", spaced 3" apart minimum, as shown on Section "Anchor Type "C ", Drawing No. M95 -18A, Sheet 3 of 3, bearing the Dade County Product Control approval stamp. 4.2 For anchoring requirements of each window installation, please see Section 4 of each window's individual Notice of Acceptance. 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 mullion shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". Manue Perez, P.E. Plans Product ontrol Division finer II TEST TEST LOADS DESIGN LOADS UNIFORM STATIC PRESSURE AT DESIGN LOADS FBC PA 202 -94 NEGATIVE -69.0 PSF HETI- 96 -526b -69.0 PSF HETI -96 -526b UNIFORM STATIC PRESSURE AT FULL TEST LOAD FBC PA 202 -94 NEGATIVE -103.0 PSF HETI -96 -526b -69.0 PSF HETI -96 -526b This is a verification test only. For Design Pressure Rating vs. Mullion length, see "Mullion Design Pressure Rating vs. Anchor type, see "Anchor Load Charts" both on Sheet 2 of 3, of . bearing the Dade County Product Control approval stamp. Load Charts" and for Drawing No. M95 -18A, Pino Windows Corp, ACCEPTANCE No.: 95- 1212.12 7. TESTS PERFORMED - 2b - RESUL APPROVED EXPIRES • • • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS WA 2 8 1996 fAAA 2 8 1999 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance, with mullion and anchor options indicated. 6.1.2 The Notice of Acceptance of each window or door attached to mullion. 6.1.3 Completely dimensioned drawing showing size and location, including height above grade of openings to receive mullion & windows or doors, mean roof height, length and width of building. 6.1.4 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of mullion and windows to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note: This mullion can be installed as part of an impact resistant unit. 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -96 -526b, dated February 14, 1996, signed and sealed by Hector M. Medina, P.E. 8.2 Drawing: 8.2.1 Drawing No. M95 -18A, Pino Windows, "Mullion Details " Sheets 1 thru 3 of 3, prepared by AI- Farooq Corporation, dated 12/07/95, signed and sealed by Humayoun Farooq, P.E. 8.2.2 Manufacturer's die drawings and sections. 8.3 Calculations: 8.3.1 Structural mullion and anchorage calculations prepared by Al- Farooq Corporation, dated 12/07/95, signed and sealed by Humayoun Farooq, P.E. Manus 1 Perez, P.E. Plans aminer II Product Control Division rino Windows Corp` ACCEPTANCE No.: 95- 1212.12 APPROVED : MAA 2 8 1996 EXPIRES • MAR 2 8 19 9 9 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS: See "Mullion Load Charts" and "Anchor Load Charts" on Drawing No. M95 -18A, Sheet 2 of 3, bearing the Dade County Product Control approval stamp. 10. TYPICAL MULLION SYSTEM CROSS SECTIONS: For mullion system cross sections, see Sheet 1 of 3 and for anchoring details, see Sheet 3 of 3, of Drawing No. M95 -18A, bearing the Dade County Product Control approval stamp. -2c- //1.. Manuel eyez P.E. Plans. Product ontrol Division iner II Vino Windows Corp, n END OF THIS ACCEPTANCE - 3 - ACCEPTANCE No.: 95- 1212.12 APPROVED : MAR 2 8 1996 EXPIRES : MAR 2 8 19 9 9 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 documentation, 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 Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words 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 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. items 10,11 & 12 listed below only apply to glazed pr' ducts 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. CUP Manue Perez, P.E. Plans E Product Control Division iner 11 2 Xir L scLUJIM ANCHORS TYar 'A' L # i/4 .ml DOW orto wimp a %+s ?A• r.rx. _ " +� p,= is LN rardar sat ANCHDRS TYRE 'q I f,. s.rs y, / r DOER WT2 woos ANCHORS TYPE WORD BUCK NOT 9Y P INO WINDOWS ML SUSTAIN 1 DADS IMPDSrD, srrovm 3 me w Tr m 22 N ROS iJ!'.fit4 .' 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T 0714 • 210Cs tl wo 0448/7 4.•. 1.8 5••• - i♦!R V V V 1 1 40 TT%1 • ;l It •IN 1 10..4.X54 4040 540 I AI 1 1 1 4 4 444 • 1 I '5 86 68 70 1a 25 �TR'FA.ma v.^-T1 • S.GCS 1 1 1 1 1 I 4.•0. - 104•08 4940 0 nl 1 1 1 1 1 1 1 -"4111 T+ 1 1 4 1 za 35 .5 Sa I 4 sa t.0 7a is vw--w ipe� in s a 7 -ar7mn =II. • DOES 7vps2vS AS COMM WIN 710 52uT!I ROMP MA= COOS DAT 5r PRODS ' 0.718. 01.1.0 Duttaix2 2037 C.'17^.Iet.:F 74715 40Dr::TO Jt7QG.1712. 1? FT1tO AN('4/1 RS DrSCRIFTION S=' SHE? 3 Or 3, p,ygne r.avOO PC 14357 BEG 0 7 1995 crow's no. M95 -18A