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AWNING WINDOWSPERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 8/23/96 Job Address 803 N. E. 99th ST Tax Folio Legal Description Historically Designated: Yes No X Owner/Lessee /Tenant FRANC IS''‘) & BETTY J. LUBIEN Master Permit# / /0 39? Owner's Address 803 N.E. 99th ST. Phone 758 4060 Contracting Co. OWNER Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION REPLACE 22 AWNING TYPE WINDOIWWS Square Ft. Estimated Cost (value) $2,200.00 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 40,00 RADON Siafature of Contractor or Owner- Builder Notary as to Contractor or Owner- Builder Notary as to Owner and/or Condo President Date My Commission Expires: My Commission Expires: C.C.F. 1.50 NOTARY 5. 00 TOTAL DUE 46.50 /If; Date Date APPROVED: Zoning Buil• -T P 3 - - 'cal Mechanical Plumbing Engineering DESIGN WIND LOADS (PSF) COASTAL OR NON COASTAL BUILDING ZONE Mean Roof Height (ft) 'C' Kz POSITIVE p Zone 4 & 5 NEGATIVE p Int. Zone (4) NEGATIVE p End Zone (5) 15.0 0.801 45.1 -47.9 -61.5 KNEZEVICH & ASSOCIATES, INC. CLIENT ENGINEERS AND PRODUCT TESTING SYKES HARDWARE, INC. 641 MOKENA DRIVE MIAMI SPRINGS, FLORIDA 33166 STRUCTURE FRANK LUBIEN 24- Ju1-96 803 N.E. 99TH STREET C:\ CLIENTS \DESIGN \LOADS \LOADCALC.WQ1 ASCE 7 -88 DESIGN WIND LOADS MIAMI SHORES, FL 33138 COMPONENTS & CLADDING VERTICAL SURFACES q= (0.00256) * (Kz) * [(I *V) ^ 2] p (psf) = q[(GCp) Importance Factor (I) = 1.05 Velocity (V) = 110 m.p.h. Eave Height = 12.00 feet Peak of Roof Height = 18.00 feet Mean Roof Height = 15.00 feet Smallest Side of Building = 33.00 feet Opening Height = 3.00 feet Tributary Area = 3.00 sq.ft. ( < =10 sq.ft provides max loads) Rise /12' of Run = 3.00 inches Rf Slope = 14.63 degrees ( <= 10 reduces Toad) GCpi = 0.25 Internal Pressure (.25 or 0) Pos GCp 4,5 = 1.40 Neg GCp (4) = -1.50 Neg GCp (5) = -2.00 BUILDINGS LESS THAN OR EQUAL TO 60 PEET 1. Wind loads are determined in accordance with the 1994 South Florida Building Code and ASCE 7 -88. 2. Wind Toad calculations are based upon a mean roof height as noted. Contractor shall verify mean roof height in field and notify Engineer if higher than noted. 3. The maximum positive and negative wind Toads for the building zones are as noted below unless specific values are labeled adjacent to a building opening and certified by a registered architect or reg professional engineer. Positive (psf) : Negative- Interior (psf) : Negative -End (psf) : 45.1 -47.9 -61.5 4. This document shall be used for determination of wind Toads only. Shutter installations shall be in accordance with shutter design drawings. Shutter installations at any elevation below roof are acceptable. 5. End zones for this installation are those areas within 3.3 feet of the exterior comers of this building. 6. This document shall be valid only when there appears an original signature, date and embossed seal from V. J. Knezevich, P.E. or John W. Knezevich, P.E. DESIGN WIND LOADS (PSF) COASTAL OR NON COASTAL BUILDING ZONE Mean Roof Height (ft) 'C' Kz POSITIVE p Zone 4 & 5 NEGATIVE p Int. Zone (4) NEGATIVE p End Zone (5) 15.0 0.801 45.1 -47.9 -61.5 KNEZEVICH & ASSOCIATES, INC. CLIENT ENGINEERS AND PRODUCT TESTING SYKES HARDWARE, INC. 641 MOKENA DRIVE MIAMI SPRINGS, FLORIDA 33168 STRUCTURE FRANK LUBIEN 24-Jul-96 803 N.E. 99TH STREET C:\ CLIENTS \DESIGN \LOADS \LOADCALC.WO1 ASCE 7 -88 DESIGN WIND LOADS MIAMI SHORES, FL 33138 COMPONENTS & CLADDING q= (0.00256) * (Kz) * [(1 *V) ^ 2] VERTICAL SURFACES p (psf) = q[(GCp) Importance Factor (I) = 1.05 Velocity (V) = 110 m.p.h. Eave Height = 12.00 feet Peak of Roof Height = 18.00 feet Mean Roof Height = 15.00 feet Smallest Side of Building = 33.00 feet Opening Height = 3.00 feet Tributary Area = 3.00 sq.ft. ( < =10 sq.ft provides max loads) Rise /12' of Run = 3.00 inches Rf Slope = 14.63 degrees ( <= 10 reduces load) GCpi = 0.25 Internal Pressure (.25 or 0) Pos GCp 4,5 = 1.40 Neg GCp (4) = -1.50 Neg GCp (5) = -2.00 BUILDINGS LESS THAN OR EQUAL TO 60 FEET 1. Wind Toads are determined in accordance with the 1994 South Florida Building Code and ASCE 7 -88. 2. Wind load calculations are based upon a mean roof height as noted. Contractor shall verify mean roof height in field and notify Engineer if higher than noted. 3. The maximum positive and negative wind loads for the building zones are as noted below unless specific values are labeled adjacent to a building opening and certified by a registered architect or registered professional engineer. Positive (psf) : Negative- Interior (psf) : Negative -End (psf) : 45.1 -47.9 -61.5 4. This document shall be used for determination of wind loads only. Shutter installations shall be in accordance with shutter design drawings. Shutter installations at any elevation below roof are acceptable. 5. End zones for this installation are those areas within 3.3 feet of the exterior comers of this building. 6. This document shall be valid only when there appears an original signature, date and embossed seal from V. J. Knezevich, P.E. or John W. Knezevich, P.E. - METFIO DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Co. 671 West 18 Street Hialeah, Your application for,Product Approval of: Series 800 EAwning Aluminum Window Dual Frame IV/Egress I eaclures 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: ft ppllcant, Yale Ogron ilfanufacturing Co. along with Miami Testing Laboratory lest report No. ,W7L -1 5852 dated: January 10, 1994 signed and sealed by John C. Olson, P.E. 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 for glazed products. This approval shall be valid for a period of four years. 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 :6r material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 0920.09 Expires:01 /31/98 TI-IIS IS THE COVERSI SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the lvletropolitan 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: JAi4 1 1995. FL 33010 NOTE: THE INSTALLATION OF THIS UNIT SVILL R EQUIRE A IIUI( RICAN E I ROTECrr\'E SYST -l- METROPOLITAN DADE COUNTY, FLORI,I5A 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 Ll41' 1 Diae n , P.E. roduct Control Division Supervisor Director Building Code Compliance Dept. Metropolitan Dade County FAX (305) 375-2908 Yale Ogron 1\'Ianufncturivo DESCRIPTION OF UNIT MVIODEL DESIGNATION: Series 800 E Awning Aluminum Awning Window Dual Frame w /egress feacture OVERALL SIZE: 2' I l -1/4" wide by 5' 1 3/8" high x 2 1/8" deep CONFIGURATION : X/X /XIXIX No. & SIZE OF VENTS: Five; top four, 33 3/4" by 12 1/2" high, 33 3/4" by 12 3/4" high. WEATI Double vinyl bulb in frame head. Single vinyl bulb in each frame jamb, frame sill and each vent top rail. OPERATORS & LOCATIONS: One roto operator at lower left frame corner. One metallic automatic cam lock at each side of each vent, locking into one 3/16" diameter by 1/2" long metallic pin, 7" from bottom of each side of each vent. GLAZING MATERIAL: Double strength annealed glass. GLAZING METHOD: Exterior glazed adhesive bedding compound and a rolled aluminum glazing bead. WEEPI None MUNTINS: None REINFORCEMENT: None APPROVED JAN 1 1975 EXPIRES : illakiiiry 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONI)I"I'IONS ASSIGNED ACCEPTANCE MARKINGS AAMA/ANSI 101 -88 A -R40 AAMA 1302.5 -76 FER Dade County Approval it 94- 0920.09 Expires: January 31, 1998 ACCEPTANCE No.: 94- 0920.09 Gil Diamond, P.E. Product Control Division Supervisor TEST RESULTS EXTERIOR WIND LOAD (PSF) ASTM E330 POSITIVE +68.0 PSF INTERIOR WIND LOAD (PSF) ASTM E330 NEGATIVE -61.0 PSF WATER RESISTANCE (PSF) ASTIVI E547/E331 6.10 PSF AIR INFILTRATION @ 1.57 PSF ASTM E283 ( <0.37 CFM /FT) 0.17 CFM /FT FORCED -ENTRY RESISTANCE(FER) AAMA 1302.5 -76 MTL -15852 Design Pressure Rating (Positive) +40.67 PSF Design Pressure Rating (Negative) -40.67 PSF • Yale Ogron Manufacturing ACCEPTANCE No.: 94 -0920 09 ADDITIONAL DESCRIPTION: Flange type frame. -2a- APPROVED : J1y 1 EXPIRES : January 31 1998 NOTICE OF ..ACCEPTANCE: SPECIFIC CONDITIONS EGRESS FEATURES: Dual frame unit: each vent installed in an exterior swinging egress frame, 37" by 62 3/4" high, using three hinges at left frame jamb, 8" from each end and one at • midspan. Two point metallic egress hook lock at right frame jamb, operated by a single connecting bar, 20" from each end. Egress Opening Width of opening 32 1/2" 20" minimum Height of opening 59 15/16" 24" minimum Square foot of opening 13.5 sq.ft. 5.7 minimum /44 co)-t- Gil Diamond, P.E. Product Control Division Supervisor Vale O Manufacturint ACCEPTANCE No.: 94- 0920.09 NOTICE OE ACCEPTANCE: SPECIFIC CONDITIONS INSTALLATION: SCREWS AND \'IETFIOI) OF ATTACHMENT: SILL : #8 x l 1/2" l'i I SMS at 6" from corners and a max. of 24" o.c. 1-LEADER: #8 x 1 1/2" PI-I SMS at 6" from corners and 17" o.c. JAMBS : #8 x 1 1/2" PI-I SMS at 6" from corners and 17" o.c. Note: Please see note # 1 I . Page 3 Sub -bucks shall be of pressure treated material at least 2" nominal thickness, and secured in at least 6 points on each leg with 3" or equivalent fasteners. 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. TYPICAL ELEVATION: r'SCQ Fg4ME' U1,020 !V Size N N w m -2b- APPROVED ..!h 1 i995 EXPIRES : January 31. 1993 Gil Diamond, P.L. Supervisor Product Control Division Yale Ogron Manufacturing T1 F 1 F1'T k. -2c- ACCEPTANCE No.: 94- 0920.09 APPROVED 1 `-' 2C EXPIRES SPE ONI)I"TI NS r . January 31. 1993 LIMITATIONS: This approval applies to single unit applications only, as shown on page 2a. Units with dimensions smaller than those shown on page 2a shall qualify under this approval. Deviations for higher design pressures by downsizing the unit are accepted thru comparative analysis approved by this department. USE: A copy of this approval as well as 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. IDENTIFICATION: Each unit shall bear a permanent laber with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". Note: The installation of this unit will require a hurricane protective system. Gil Diamond, P.E. Supervisor Product Control Division TEST LOAD - EXTERIOR: TEST LOAD - INTERIOR: DESIGN PRESSURE RATING WIDTH HEIGHT 26 1/2" 50 5/8" 37" 38 3/8" 37" 50 5/8" 35 1/4" 61 3/8" nr ed by: Donald W. Shackelford P.E. Ea. Reg. Efigr. PE -24803 YALE OGRON MANUFACTURING CO. COMPARATIVE ANALYSIS CHART SERIES 800 E AWNING ALUMINUM WINDOW DUAL FRAME WI EGRESS FEATURES ( DADE CTY. PROD APPV. #94- 0920.09) TEST SIZE: 35 1/4" wide x 61 3/8" high WINDOW SIZE DESIGN PRESSURE EXTERIOR ( +) INTERIOR ( -) +65.58 -65.58 +61.97 -61.97 +46.97 -46.97 +40.67 -40.67 + 68.0 PSF - 61.0 PSF + 40.67 PSF - 40.67 PSF b0/.28/04 UEtI 11:34q.FA1 3053752008 DCCU M „1ETfOPOLITAN DADE COUNl`r, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMEN SUITE 1603 METRO-DADE FLAGLER BUILDING 140 WEST FLAGLEf1 STREET MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375.2909 PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Company 671 West 18th Street Hialeah, Florida 33010 Your application for Product Approval of Series 800 Aluminum Awning, Window (A -8501 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 John C. Olson P.E. along with Miami Testing Laboratory. Inc report No.; MIL 15709 dated: August 18. 1993 has been recommended for acceptance by the Building Code Compliance Office to be used In the Dade County, Florida under the Specific Conditions set forth on pages 2 -2a and the Standard Conditions on page 3. ACCEPTANCE No.: 93- 1026.03 EXPIRES : August 31. 1997 ' Gil Diamond, P.E. Supervisor Product Control Division ”" PLEASE NOTE "" TI11S IS THE COVERSIIEET SEE DD I ' NAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDIVG 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 abov APPROVED : December 06,1993 • Charles Danger, P. Director Building Code Compliance Dept. Metropolitan Dade County 101)1.1Z 09;28 ;414 TIE[ 11:75 FAX 305 :3i52IIII4 1) L( L' Vale t)plolt kubl Suring CQ ACCEPTANCE No. 93- 1Q26.03 NOTICE OF ACCEPTANCE: SPECIFIC CONDLTIONS UESctw"I'IOrOF UNIX MODEL pJ.SNATION: "800" Aluminum Awning Window (1YERALL SIZE 4' 5 1/8" by 6' 2 1/4" high. CON 1~j1CURAT X/X/XIXIX/X -2- APPROVED DEC p 6 19 9 3 EXPIRES : Aug. 31, 1997 ASSIGNED ACCEILLANCE MARKIt1 S ANSI /AAMA 101 -88 (A -R50) AAMA 1302.5 -76 (F.E.R.) Dade County Approval t1 93- 1026.03 Expires: August 31, 1997 Approved for installation up to 75 ft. above grade. cA 1TIONL Elevation must be reduced in the coastal constnlction zone. • Six; bottom five, each, 52 3/16" by 12 3/4" high; top, 52 3/16" by & I 12 5/8" high. WEATI-IERSiRI; ING: Single vinyl bulb in each frame jamb, frame sill and each vent top rail. Double vinyl bulb in frame head. iU E AT()RS &LOCATIONS: One roto operator at lower left frame corner. One automatic metallic hook lock in frame jamb at each side of each vent with a 0.215" by 1 /2" long metallic pin in each jamb rail of each vent, 7 1/4" from the bottom of each vent. GLAZING MA'T'ERIAL; Double strength annealed glass. GLAZING METHOD: Exterior glazed using adhesive bedding compound and rolled alw lnwn glazing bead. Gil Diamond, P.E. Supervisor Product Control Division i►9:23.94 WED 11:35 FAX 3(153752008 BCCt► ODD- Yale Ogron Manufacturing Co. ACCEPTANCE No. 93- 11)26.03 APPROVED . DEC 0 6 1993 EXPIRES : Aug. 31, 1997 I1QI1C ', OF ACCEP'T'ANCE : S S1LiC C;ONUITLQNS WIC If ' TOLES: None MUNTINS: None REINFORCEMENT: None ADDITIONAI. DESCRIPTION:, Flange type frame. 1 1/2" high overall interior sill flange. Optional high sill = 2 3/8" high. I D INTERIOR WIND LOAD: 76.0 PSF - SILL : 4- #10 x 1" PI -1 SMS EX"I'ERI,OR WINDLOAD: 76.0 PSF HEADER: 4- #10 x 1" P11 SMS WATER RESISTANCE : 7.60 PSF JAMBS : 3- #10 x 1" P11 SMS With 2 3/8" high overall : 8.30 PSF interior sill AIR. INFILTRATION : 0.24 CFM/FT NOTE: Please see Note # 11, page 3 FORCED ENTRY : • MTL -15709 ;IS 41 xi tin APPROVED FOR E14EVATIONSIiP TO: December 31, 1993 when a doign pressure rating of 50.7 p.s.f. shall apply, This product must be re- evaluated for structural adequacy when installed within the Coastal Construction Zone in accordance with Chapter 23 Sub- section 2309.2 (b) of the South Florida Building Code. - 2a- Oil Diamond, P.E. Supervisor Product Control Division NOTICE OF ACC?PTANC`_.: S-'.A.F.DA_RD COLD1` IONS FOR G),ALLI) PRODUCTS 1. For multiple window installations, .a } proved mullion drawings and calculations west be filed with Product Control. 2. This Acceptance will qualify smaller units of the same design and as the unit tested. 3. All units must be labeled. giving. the wanufac to of exv rat nude County Product Control Approval Number aooroved elevation an d Extension of Acceptance may be considered after a new application s e e bas beep filed ted and the supporting data, for test reports less than four (4) years 5. Any revision or change in materials, use or manufacture of the product shall automatically be cause for teiu.tivatiou, unless prior approval is granted for revision or cualige. 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 in 2-37 rdao e vii h . SI/ . A. 101 -33 or for wood window unit by ANSIMW\ VDA T. AN SINW`VDA I.S. 3 -3 and swing doors ANISINWWDA I.S. 3 -S3. 9. Sc'ringing doors shall be tested for positive and negative wind pressures as i;er Chapter 23 of the South Florida Building code. ' 5 10. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Buildiog Code. The spacing of fasteners shall be as tested or 24" whichever is less. ile. The first fastener shall be located a wa wUm of 6" from each corner and mullion o st ood Minimum penetration of fastener shall be as tested or 3/4 whichever is higher. or plastic shields or pins shall be used. Unless other noted in the test report, minimum size of screw`seshall F No se for arsz and second floor installations and No. 10 for ail other floors above 3i1 1)ianrond, P.E - — - ?roduct Control Division • Supervisor YALE OGRON M ANUFACTURING CO. COMPARATIVE ANALYSIS CHART AWNING TYPE WINDOW SERIES 800 A- R50 AS PER MTL -15709 OF 8 -18 -93 TEST SIZE = 53 -1/8" x 74 -1/4" (6 VENTS) TEST LOAD = 76.0 PSF- EXTERIOR = 76.0 PSF - INTERIOR WATER INF. TEST = 7.6 PSF (1 -1/2" SILL) ENO MUNTINS� GLASS: DSB-ANNEALED WINDO WIDTH 19 1/8 26 1/2 37 531 /8 19 1/8 26 1/2 37 53 1/8 191/8 26 1/2 37 531/8 19 1/8 26 1/2 37 53 1/8 19 1/8 26 1/2 37 53 1/8 DIMS;: :::;:: HEIGHT 26 2 VENTS 38 3/8 3 VENTS 50 5/8 4 VENTS 63 5 VENTS 74 1/4 6 VENTS AL- FARC'UQ CORP. ESIGN L. 'EXT. 179.3 113.2 • 74.2 48.3 180.7 114.4 75.2 49.1 • 18 115.3 75.8 • 49.6 182.1 115.6 76.1 • 49.8 183.8 117.1 77.2 50.7 INT. 179.3 113.2 74.2 48.3 180.7 114.4 75.2 49.1 115.3 75.8 49.6 182.1 115.6 76.1 49.8 183.8 117.1 77.2 50.7 PREPARED BY A O MIAMI, FL. FL O 3 3 17 33174 1235 S.W. 87th. A VENUE AMIY800 -2 PH.- 305 - 264 - 4M`ETRO•DADE METROPOLITAN DADE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Co. 671 West 18 Street Hialeah FL 33010 Acceptance No.:95 0515.06 Expires:12 /28/98 Approved: 12 /28/95 -1- BUILDING CODE COMPUANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375.2906 PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372-6339 Your application for Product Approval of: ATW Custom Mullion YE - 15 for Series 800 ATIV Aluminum Awning IVindows 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 L Applicant, along with Drawing No. M95 -14B, Street 1 of 1. (for listing, seeSection 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodfiguez Product Control Supervisor . THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code, Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. r' s w anger, Director Building Code Compliance D Metropolitan Dade County Yale Ogron ManufacturingS% ACCEPTANCE No.: 95- 0515.06 2 APPROVED EXPIRES • • • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS DEC 2 8 1995 DEC 2 8 1998 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 Yale Ogron ATW Custom Mullion YE -1.5. To be used to support only Yale Ogron Series 800 ATW Awning Windows with a current Notice of Acceptance. 2. MATERIAL CHARACTERISTICS 2.1 The structural mullion consists of: 2.1.1 Main component is an extruded aluminum solid 1 shape (Part YE -15) 1.25" face x 1.687" d x .064" flange/ .078" web thickness, of aluminum alloy 6063 - T5. 2.1.2 Additionally, both jamb members (Part YE -10E), approved for the units listed in Section 1. 2.2 Tested specimen: A side -by -side configuration, consisting of two 30" wide x 50 5/8" high awning window units mulled together. Overall dimensions: 5' 0" wide x 4' 2 -5/8" long overall 3. LIMITATIONS 3.1 This approval applies to structural mullions to be installed vertically, as shown in Section 10. 3.2 Mullions are to be used only to support Yale Ogron Series 800 ATW Awning Windows with a currc Notice of Acceptance. 3.3 The maximum mullion span (length) shall be: 74 1/4" 3.4 For Design Pressure Rating vs. Mullion length, see "ATW Mullion/Anchor Load Chart" on Drawin: No. M95 - 14B, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. 3.5 Window sizes and design pressures are to be limited to those appearing on Chart referenced above 81 listed in their individual Notices of Acceptance. 4. INSTALLATION: 4.1 Vertical Application only: Two 1 1/2" x 1 1/2" x 1/8" x 1 1/2" long aluminum clip angles (one on each side of the web) secured at each end of the mullion (totaling 4 clip angles) using two #10 MS thru bolt w /nut spa 1 1/8" apart and anchored to a 2x wood buck or with two 3/16" Tapcons (1 per angle) directly in masonry with a minimum embedment of 1 1/2", spaced 1 1/8" apart, as shown on Drawing No. M95 -14B, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. i `lvianuel Perez, P.E. Plans Examiner Product Control Division Yale Ogron Manufacturing Co ACCEPTANCE No.: 95- 05I5.06 APPROVED DEC 2 8 1995 EXPIRES DEC 2 8 1998 NOT CF OF ACCEPTANCE; SPECIFIC CONDITIONS 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 of 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 ". 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 gra. of openings to receive mullion & windows or doors, mean roof height, length and width of build 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 tl permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobs 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 cannot be installed as part of an impact resistant unit. -2a- 1\i anuel Perez, P.E. Plans Examinee Product Control Division TEST TEST LOADS DESIGN LOADS UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202 -94 POSITIVE +45.0 PSI' FIT-1297 +45.0 PSI: I'TL -1297 UNIFORM STATIC PRESSURE AT DESIGN LOADS SFI3C PA 202 -94 NEGATIVE -45.0 PSI' left. -1297 -45.0 PSI' HT. -1297 UNIFORM STATIC PRESSURE AT FULL TES'r LOAD ASTM 030 PA 202 -94 POSIFIVE - +67.5 PSI' FTL -1297 +67.5 I'SF I'TL -1297 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 NEGATIVE - -67.5 PSI' Ff1. -1297 -67.5 PSI; FTL -1297 This is a verification test only. For Design Pressure Rating vs. Mullion length, sec "ATW Mullion /Anchor Load Chart" on Sheet 1 of 1, Drawing No. M95-14B, bearing the Dade County I'roduct Control approval stamp. Yale Ogron Manufacturing Co, TS PERFORMED - • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS ACCEPTANCE No.: 95- 0515.06 APPROVED DEC 2 8 1995 EXPIRES DEC 2 8 1998 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 Fenestration Testing Laboratory, Inc., Te Report No. FTL -1297, dated September 21, 1995 signed and sealed by Yamil Gerardo Kuri, P.E. 8.2 Drawing: 8.2.1 Drawing No. M95 -14B, Yale Ogron Mfg., "ATW Custom Mullion " Sheet 1 of 1, prepare by AI- Farooq Corporation, dated 11/20/95, signed and scaled by I-lumayoun 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 AI- Farooq Corporation, dated 11/9/95, revised on 11/21/95, signed and sealed by I-Iumayoun Farooq, P.E. 2b Iv�anuel Perez, P.E. Plans Examiner Product Control Division Yale Ogron i lbnufacturing Co, ACCEI' FANCE No.: 95- 0515.06 -2c- APPROVED EXPIRES • • • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS DEC 2 8 1995 DEC. 2 8 1998 9. COMPARATIVE ANALYSIS: See "ATW Mullion/Anchor Load Chart" on Drawing No. M95 -1.11 Sheet 1 of 1, bearing the Dade County Product Control approval stamp. 10. TYPICAL MULLION SYSTEM CROSS SECTIONS: See Drawing No. M95-14B, Sheet I of 1 bearing the Dade County Product Control approval stamp. anuel Perez, P.E. Plans Examiner Product Control Division Yale Ut;ron illarlylacturing Co, ACCEPTANCE No.: 95- 0515.06 APPROVED : DEC 2 8 1995 EXPIRES : DEC 2 8 1998 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 Foitu■r 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 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 scaled 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 cat 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. limy portion of the Notice of Acceptance is displayed, then it shall be (It in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The topic 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 I, 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 tested. The spacing of fasteners in all other parts of the frame, sh be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from c: corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested wit the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for size fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the Soul Florida Building Code. END OF TIIIS ACCEPTANCE - 3 - lanuel Pere , P.E. Plan Product Control Division :ONNECTION TO STRUCTURE WITH MUUJON CUP NDOW ANCHORS 1 /N VINDOV VINDOV VIDTH ALL WINDOWS WIDER THAN 26 -1/2' TO HAVE FASTENERS AT CENTER OF HEAD & SILL. FOR OTHER PERIMETER ANCHORS REFER TO PRODUCT APPROVAL ANCHORING CONDITIONS VARYING FROM THOSE SHOWN IN THESE CALCULATIONS SUBJECT TO SEPARATE ENGINEERING REVIEW. # 10 M.S. W/ NUT ® 6' FROM ENDS & 24' O.C. MAX 3 /JAMB UP TO 38 -3/8' HIGH 4 /JAMB OVER 38 -3/8' HIGH TYPICAL WOOD BUCKS NOT BY YALE OGRON MUST SUSTAIN LOADS IMPOSED # 10 S.M.S. 1 -1/4' MIN DARED TYPICAL MUWON 1 1 FOR WINDOW SEE l/ .L CORRESPONDING COMPARATIVE ANALYSIS J 1 -1/8' MIN. • • ` °• `1 • 9 • 1/4' MAX 1 10 M.S. W/ NUT 2/ ANGLE TYPICAL WINDOW FRAME • 1/4' MAX. • •1 a. .; PRECAST CONC. SILL 3/16' TAPCONS 1 -1/2' MIN. EMBED. TYP. MUWON SEE MUWON CHART 1 -1/2 X 1 -1/2 X 1/8' ALUM ANGLE • • SHIMSP HEAD & SILL ANCHORS FOR MULLED WINDOWS W/ MULLION CLIPS SERIES 800 ATW INSTRUCTIONS: USE MUWON /ANCHOR LOAD CH STEP STEP STEP STEP STEP 5 1 DETERMINE DESIGN LDAD REQUIR FOR PARTICULAR OPENING. 2 USE DADE COUNTY APPROVED Ct MEETING ABOVE LOAD REQUIREME 3 USE CONNECTION TO MUWON A` APPROVAL USING MUWON LOAD CHART Du CAPACITY WHICH MUST EXCEED SPECIFIED IN STEP 1 ABOVE. USING ANCHOR LOAD CHART SE DESIGN RATING MORE THAN THE SPECIFIED IN STEP 1 ABOVE 4 SPACE NO UMR FOR ANCHOR' TYPE 'A' 1/4' MAX FOR ANCHOR TYPE 'A2' . • A • b s CHART AS FOLLDWS. QUIRED PER ASCE 7 -88, :D GLAZING PRODUCTS REMENTS. IN AS PER PRODUCT " DETERMINE MUWON ED THE DESIGN LOAD SELECT ANCHOR WITH THE DESIGN LOADS • • ANCHORS COLUMN A = NO SHIM SPACE LIMIT COLUMN A2 = 1/4' MAX SHIMS YALEM2B APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILD; ' CODE OAT 6 S00UCT CONTAL DIVIS:D'I BUILDING CCDE COMFUAUCE OFFICE 1RCEPTANCE NO.QJ USE 3/16' TAPCONS AT WINDOWS HEAD at SILL. W/ 1-1/4' MIN. EMBED. ENGNEE E # MAs N rtR000 • • U CV C am ct, E to Z 00 N O I cla CD O U J 6 o - Q � } fC = C in c 0 m m 3 c 0 0 W m 'fl a 0 0 0 8 8 o ,c C c 3 ( no. M95 - 1 46 (sheet 1 of 1 ATW MULLION /ANCHOR LOAD CHART I SIZES I DESIGN LOAD CAPACITY - PSF I WINDOW DIMS 1 ANCHORS MULLION WIDTH (IN.) HEIGHT (IN.) i HEAD AND SILL W L 1 A I A2 YE -15 19.125 26.500 37.000 53.125 26.000 i 300.0 300.0 300.0 26.000 148.3 300.0 296.5 26.0001 148.3 300.0 212.4 26.0001 148.3 300.0 147.91 19.125 26.500 37.000 53.125 38.3751 90.9 195.5 188.61 38.3751 75.3 161.8 136.1 38.3751 68.1 146.5 97.5 38.3751 68.1 146.3 67.9 19.125 26.500 37.000 53.125 50.625 i 63.8 137.2 98.5 50.625. 50.6 108.8 71.1 50.6251 42.2 90.6' 50.9, 50.625: 39.1 84.1 35.5; 19.125 26.500 37.000 53.125 63.000 ! 49.0 105.4 51.1'• 63.000; 38.0 81.7 36.91 63.000 30.4 65.4 26.4 63.000 25.9 ' 55.6 18.4 19.125 26.500 37.000 53.125 74.250 ' 40.5 87.1 31.2 74.250 31.0 • 66.6 22.5 74.250 24.3 . 52.2 16.1 74.250. 19.8' 42.5; 11.2 SPACE NO UMR FOR ANCHOR' TYPE 'A' 1/4' MAX FOR ANCHOR TYPE 'A2' . • A • b s CHART AS FOLLDWS. QUIRED PER ASCE 7 -88, :D GLAZING PRODUCTS REMENTS. IN AS PER PRODUCT " DETERMINE MUWON ED THE DESIGN LOAD SELECT ANCHOR WITH THE DESIGN LOADS • • ANCHORS COLUMN A = NO SHIM SPACE LIMIT COLUMN A2 = 1/4' MAX SHIMS YALEM2B APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILD; ' CODE OAT 6 S00UCT CONTAL DIVIS:D'I BUILDING CCDE COMFUAUCE OFFICE 1RCEPTANCE NO.QJ USE 3/16' TAPCONS AT WINDOWS HEAD at SILL. W/ 1-1/4' MIN. EMBED. ENGNEE E # MAs N rtR000 • • U CV C am ct, E to Z 00 N O I cla CD O U J 6 o - Q � } fC = C in c 0 m m 3 c 0 0 W m 'fl a 0 0 0 8 8 o ,c C c 3 ( no. M95 - 1 46 (sheet 1 of 1 • . `' M' '!NO DARE ESE METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Co. 671 West 18 Street Hialeah FL 33010 Acceptance No.:95- 0515.09 Expires:12 /28/98 METROPOLITAN DADE COUNTY, FLORIDA 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 PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372-6339 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 -06A, Streets 1 thru 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 Colnpliance 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 anunendments 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 Tigu z 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. s u anger, Director Building Code Compliance De Approved:12 /28/95 -- Metropolitan Dade County Yalc Ogron Manufacturing Co, ACCEPTANCE No.: 95- 0515.09 1. DESCRIPTION OF UNIT 1.1 1.2 2 APPROVED : DEC 2 8 1995 EXPIRES : DEC . 2 8 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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. Model Designation Yale Ogron Aluminum Tube Mullions. To be used to support only Windows and 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" 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 30" wide x 50 -5/8" high awning window units mulled together. Overall dimensions: 5' 0" wide x 4' 2 -5/8" long 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 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 reduce for smaller size mullions. 3.4 For Design Pressure Rating vs. Mullion length, see "Mullion Load Chart" 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 -06A, bearing the Dade Count) Product Control approval stamp. 3.5 For anchoring condition, see "Anchor Load Chart" for each anchor type (A, B or C) on Sheet 2 of 3, Drawing No. M95 -06A, 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 an listed in their individual Notices of Acceptance. Manus Lerez, P.E. Plan Product Control Division xaminer 11 Yale Ogron Manufacturing Co, ACCEPTANCE No.: 95- 0515.09 APPROVED DEC 2 8 1995 EXPIRES : DEC 2 8 1998 ]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 pe . 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 -06A, 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 I/14 SMS, two pel angle, spaced 2" apart and the other leg anchored to a 2x wood buck using two per angle #14 SMS 1 1/2" min. embed spaced 2" apart minimum, as shown on Section "Anchor Type "B ", Drawing No. M95 -06A, 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 ", as shown on Section "Anchor Type "C ", Drawing No. M95 -06A, 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 ()leach window's individual Notice of Acceptance. Minimum anchoring of window's perimeter framing to transom mullion shall be #10 SMS spaced at 4" from ends & 18" o.c. 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 ". -2a- Manu 1 Perez, P.E. Plans Product ontrol Division aminer 11 TEST TEST LOADS DESIGN LOADS UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202 -94 POSITIVE +45.0 PSF FTL -1297 +45.0 PSI' FTL -1297 UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202 -94 NEGATIVE -45.0 PSI' FTL -1297 -45.0 PSF FTL -1297 UNIFORM STATIC PRESSURE AT FULL TEST LOAD ASTM E330 PA 202 -94 IOSITIVE +67.5 PSF FM-1297 +45.0 PSF EFL-1297 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 NEGATIVE -67.5 I'SF 1 -1297 -45.0 PSF FTL -1297 This is a verification test only. For Design Pressure Rating vs. Mullion length, see "Mullion Load Charts" on Sheet 2 of 3 and for Design Pressure Rating vs. Anchor type, see "Anchor Load Charts" on Sheet 2 of 3, of Drawing No. M95 -06A, bearing the Dade County Product Control approval stamp. Yale Ogron Manufacturing Co. RMED RESULTS -2b- ACCEI'TANCE No.: 95- 0515.09 APPROVED EXPIRES • • • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS DEC 2 8 1995 DEC '2 8 1998 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 cannot 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 Fenestration Testing Laboratory, Inc., Test Report No. FTL -1297, dated September 21, 1995 signed and sealed by Yamil Gerardo Kuri, P.E. 8.2 Drawing: 8.2.1 Drawing No. M95 -06A, Yale Ogron Mfg., "Mullion Details " Sheets 1 thru 3 of 3, prepared by Al Farooq Corporation, dated 11/20/95, revised on 12/04/95, s/s by Ilumayoun 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 9/27/95, revised on 11/20/95, signed and sealed by Humayoun Farooq, P.E. l mod,[ /,[ p �� Matn 1 Perez, P.E. Plan xaminer 11 Product Control Division Yale Ogron Manufacturing Co, ACCEPTANCE No.: 95- 0515.09 APPROVED DEC 2 8 1995 EXPIRES DEC 2 8 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS: See "Mullion Load Charts" on Drawing No. M95 -06A, Sheet 2 of 3, and "Anchor Load Charts" on Drawing No. M95 -06A, Sheet 2 of 3, bearing the Dade County Product Control approval stamp. 10. TYPICAL MULLION SYSTEM CROSS SECTIONS: See Drawing No. M95 -06A, Sheet 1 of 3, and for anchoring details, see Drawing No. M95 -06A, Sheet 3 of 3, both bearing the Dade County Product Control approval stamp. -2c- Manu'l Perez, P.E. Pla -)131aminer II Product Control Division Yale Ogron Manufacturing Co, ACCEPTANCE No.: 95- 0515.09 APPROVED DEC 2 8 1995 EXPIRES : DEC 2 8 1998 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 followint 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 products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 1 1. 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. END OF TIIIS ACCEPTANCE - 3 - Manuel ' rcz, P.E. Plans Ex Product Control Division er 11 • 2.000 wN 2X2X 1/8' C' ALUM ANGLE • 7 f 14 S.M.S. ' �„ i.1 ∎n MUWON 2 X 2 X 1/8' ALUM ANGLE 2 -5/8' LONG ANCHORS TYPE 'A' 1-500 - MIN i A'. 14 S.M.S. 1-1/4' MIN. EMBED INTO WOOD 1/ ANGLE • 4 2.000 MIN 2 X 2 X 1/8' ALUM ANGLE f 14 S.M.S. 2/ ANGLE MUWON -MUWON 2 X 2 X 1/8' ALUM ANGLE 2- 5 /8' LONG ANCHORS TYPE 'e MIN . 4 7 4 • d'. .6 • L IF 14 S.M.S. 1 -1/2' MIN. EMBED INTO WO. 2/ ANGLE 0 WOOD 3.000 -S- IAN MUWON ANCHORS TYPE 'C' 2 X 2 X 1/8' ALUM ANGLE 14 S.M.S. 3/ ANGLE MULLION 2X2X1/8' ALUM ANGLE- 3-5/8" LONG T MIN • NOTCH WOOD BUCK TO ACCr)MOOATE CUP ANGLES TO MASONRY • Q . •7 . a' CONCRETE OR CONC. FILLED BLOCKS 4 d•. 1/4' 0 TAPCON 1 -1/4' MIN. EMBED 2/ ANGLE 3.0 00 WOOD BUCKS NOT BY YALE OGRON MUST SUSTAIN LOADS IMPOSED. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BU I ' NG CODE DAT .! v11. :' 1 . • INF / PRODUCT CO '01 DIVISIO'" BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO K -6515. l)9 ENGINEER HUMAY71Jk FAR000 PE # 16`357 co 03 ( L L., 0 CO Z .- J 0 LL, O� Lai J } Ut) 2 0 n 0 u 0, 0 z 4 0 1 w ng no. M95 -06A (sheet 3 of 3 GLAZING PRODUCT 'r1 , /--\ v, L✓ CLAZINC PRODUCT GLAZING PRODUCT V ANCHORS TTPC ACCT.*. RCCT- A 1 I\ _ \1 1 1 _I. i 1 1 - I— - 1 - -1 LJ 1 1 � 1 1 .� L 1 J 4, \ \ie -b/E1 -1 A_ - 1 -- �T 1 \IvV \ 1 l \\ ■ IN, 1_ - - • n per A I . \I \ ULLJ 9N Li 1 ' I",N I.iNSINIS► ^' 1 GLAZING PRODUCT 'r1 , /--\ v, L✓ CLAZINC PRODUCT GLAZING PRODUCT V MULLION SPAN --�I f 1- 20 ANCHORS TYPE AFB, OR C MULLION LOAD CHART 1 L pPLN x2 " xl /B' ALUM TUBE RCM Wzt 1 3 30 40 S0 60 70 88 TRIBUTARY WIDTH - INCHES HORIZONTAL MUWON TRIBUTARY WIDTH = WI + W2 2 MULLION LOAD CHART 1 "x3 "xl /B" ALUM. TUBE �� I<1►■11111=111111=11=1111 11u�1 1=111IN MINN NOM -N113111111111■, ■ 1111111111111110111 NEEL WNW MEN NVINWNINNEN NNIENINIS � __ a __ INNONNINCIENN ■EPISININEIN1N,. I. 'VENN Ilffe_ PA ID 20 35 45 S5 65 75 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE AFB, OR C TYPICAL MULLION ARRANGEMENTS VERTICAL MUWON TRIBUTARY WIDTH = WI + W2 2 z a N z D J MULLION LOAD CHART _ 1 1 1 - Ya'x1 /B" ALUM. HID •Tttl DIM ID ID uhii inungimaim UMW MI 1I vim. Mil N1S. NNW INN I"ut 20 35 4D S0 60 7D TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART 20 30 4D 5S 60 78 TRIBUTARY WIDTH - INCf�S H O X as ea w M NM ■.■ ■.0.....■ .. . C....._..�. ... r%mormis NIUMIliratIMICE micipmmummum nrwommartstingi s //'Mild /unwrimp /I / IMMOUSUMMO AINIVENICAVINISIVIN NIVAIMMINIMISIMM /101111M . / %/ %..■ 8 de144 11 -1D —M ( seam 1/2' - 1 ) ( d.d0n br (drain Sr:11AMIO) (oh.eh.d ■•. no dole - 67 .- a A 12A443 T (revisions: escn lion OENERAL REVISION MULLION DETAILS YALE OGRON MFG. 671 WEST 18TH ST. HIALEAH, FL. 33010 (305) — 887 -2646 AL- FAROOQ CORPORATION ENGINEERS, PLANNERS do PRODUCT TES11NG 1235 SW 87 AVE MIAMI, FLORIDA 33174 (305) 264 -8100 (A195 -06A a f C • • 4. z Pi 2 F, C, o Pm 0 m 1 C N 0 fU O I d M w AN DESIGN LOAD - PSF 30 40 50 60 70 80 90 100 110 120 130 ■■ .■ 1 I./%`G ia:►N ... I ... ii /smimm %tisif ......Iom�%e %/�/e%i_ miropmessommumum nommasummumman ►' ■■► /.' /,/.%m milnann . n„ m... a. �a, i, r... RAUM ......u...r.r- WRIA......M.U... .,•I ,...,.......,.....I .aaa LAY O 0 30 40 ;11 S0 DESIGN 60 70 LOAD 80 - PSF 90 100 110 120 130 INIMMEOMm0 MEMO NO II i R IE' 'A.EMITi '1L. � 1� ■� ■ ■ /�l.. l Q /lU■ ■�� %. ■..I ■iIIUP i I IIIP�lIL! /11011111111111111 /1.11. ,.. ...•1111 ■II ■ /IIUli■ / %1lI.�ik ■/ ■iu■ v ■s%..e ■►,..,...r4 ■i........s IV IV � DESIGN LOAD - PSF 30 40 50 60 70 80 90 100 110 120 130 30 40 S0 DESIGN 60 70 LOAD 80 - PSF 90 100 110 a —4 120 130 STEP 1 STFP 2 STEP 4 STEP 5 STEP 6 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. n'Tnr - 2.000 TYPICAL GLAZING PRODUCT 3.000- 4.000- MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS ,. HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING DETERMINE DESIGN LOAD REOUIRED PER ASCE 7 -88. FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3. AND ANCHOR GRAPHS ON SHEET Q, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 1.000 1 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE DADE COUNTY REOUIRD ENTS I.E. WIND LOAD. MR 8 WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TD BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 3. ANY CONDRIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4 ALL MULLIONS TO BE ALLOY 6063-75. APPROVED AS ENGINEER HUMATOUN CQ�IPLYIPTG WITH THE PE f 10s557 SOUL FLORA► D ' ING C'DE :,,,; _ 1 = :; ;'hODUC1 COI OL BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.5 -(,.S15. O9 FAR000 ( (0 0 (1 CO Z _j co CD O Li_ o0 tt 17, O 014 -/ J O CO vi c 0 in 0 ( C 6 Q a 0 0 O 0 a 0 C ( draw ng sheet 1 of 3 no. M95 -06A