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WINDOWl PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date g /3/r d Job Address /e ? NE `S" 7 S r ' Tax Folio Legal Description krri4y '3 Ill/ Owner/Lessee / Tenant Pep / c 7Z/ •`e r Owner's Address /d 5o ,4/ ST ontracting Co. / /I , F-0 4 n1ri`ce c /7t11 __Tryz C, Address Qualifier bar. T'a ss# 7 JPhone /' qs',s g Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Address Permit Type (circle one). BUILDIN LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN e 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 pcl zoning. Furthermore, I authorize the above -named contractor t . do the work stated. 5e € rime, -e4 Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President My Commission Expires: FEES: PERMIT 4(0. RADON Date ignatu o ontrac . or Owner - Builder Date Notary as to Contractor or Owner - Builder My Commission Expires: C.C.F. ., NOTARY Date TOTAL DUE Z APPROVED: Zoning Buiing Electrical Mechanical Plumbing Engineering Date g.5.k, Job Address ID ?)b L.E. Tax F • I j � 7 ( % I • Ol - tuwl X L ,egal Description Owner/Lessee / Tenant State # Municipal # Architect/Engineer Bonding Company Mortgagor iz , L >d�=\ Signature of owner and/or Condo President Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT RADON APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Historically Designated: Yes Owner's Address ‘ b Ut) 1\b o . � &12,-17 Contrac Co. L�a Trt»vac -♦c-5 Qualifier bbei R • .40(2. ss# bPhone ri Address Address Address Square Ft. Estimated Cost (value) r'1 3c•os" V/ ? l Master Permit # Phone TAS1D• . h ess )y0 r■‘ '044m; Permit Type (circle one): UIL !. ELE RICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION d D ) No 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 Contractor or • er- Builder Not as to Contractor of Owner- Builder My Commission Expires: �,�q1A bed a C.C.F. NOTARY TOTAL DUE Dat Building Electrical Plumbing Engineering DATE: NAME OF PERSON REQUESTING FILE: ADDRESS OF FILE REQUESTED: INFORMATION REQUESTED: Acknowledged by: FILE RETURNED TO: INITIAL Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 PLEASE PRINT i `LV TIME: i PHONE # DS lIpYOUR ADDRESS: / U D CS 3; I understand that all documents in this file are property of Miami Shores Village and that NO documents may be removed from this file. You may get 4 complementary copies (8x11) size, additional copies will be furnished at 0.15 cents per page, not including any blue prints. If blue prints are order please be aware that we are not responsible for the quality of the printed documents. Must file if job valuation exceeds $ 2,500.00 in labor and material and must be posted prior to jobs commencin. Must be filed at: 44 West Flagler Street, 8th Floor, Miami, Florida NOTICE OF COMMENCEMENT PERMIT NUMBER: TAX FOLJO NUMBER" I 1 bs 0Ia 00 3. STATE OF FLORIDA COUNTY OF DADE 96R:352986 1996 AUG 08 15 :0 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information in provided in this Notice of Commencement. de Legal description of property and street address: I( b y S I o L'I /t) TV E 2. Description of improvement: WI VIDDw EytAtcvYlevt5c Owner(s) name and address: r Q� f q ��ec:'S Interest in property: D U VIP t' Name and address of fee simple titleholder: 4. Contractor's name and a d � • � bOU Qi>kS Th� c e S\CE tliesu,4m dv^1 �l •�C. ��ti Z 1 ,�►�►•r►► <A - 53%37, 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: 6. Lender's name and address: 7. Persons within the state of Florida designed by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of a Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes, Name and address: 9. Expiration date of this Notice of Commencement the expiration date is one (1) year from the date of recording unless a different date is specified) Amount of bond :: $ ,AO. 19 n.! _ 1:`; OO.icial Seal. ef..,rcui nd County Coy, Po ✓��_� •C• Print Owner's Name: 3 r t r r A B leoo`i Sworn to and subscribed before me on this 7 day of , 19 Personally Known, or Produced ID aip1E OF FLOR DA �y OF t fEsv a y -arte9 :13 ° �ak eo y or`.gin Uiicd in Mk; caico on ■ \ Prepared . : 4 1 TLA • iY1 0 1 Net . dress: b ., N�r 1 Jall lteiVt Notary Public: Print Notary's Name: . Commissiort € xrjir Q HGTARV 9 L 1.1ANIRA Pl LIONTIEL c0;:11.ass:O11 �iu;ZC��1e ?' c:.;.:Oi 51 1\J CO :nfe ?,PJR1 .EXP. DESIGN WIND LOADS (PSF) COASTAL OR NON COASTAL BUILDING ZONE Moan Roof Haight (ft) - C - Kz POSITIVE p Zone 4 845 NEGATIVE p Int. Zone (4) NEGATIVE p End Zone (5) 18.0 0.844 43.5 -46.1 -59.1 KNEZEVICH & ASSOCIATES, INC. CLIENT ENGINEERS AND PRODUCT TESTING 641 MOKENA DRIVE MIAMI SPRINGS, FLORIDA 33166 08- Aug-96 C: \CLIENTS \DESIGN \LOADS \LOADCALW. W01 q= (0.00256) • (ICz) • )(I * V )" p (psf) = q[(GCp) Importance Factor (I) = Velocity (V) = Eave Height = Peak of Roof Height = Mean Roof Height = Smallest Side of Building = Opening Height = Tributary Area = Rise /12 of Run = Rf Slope = GCpi = Pos GCp 4,5 = Neg GCp (4) = Neg GCp (5) = Positive (psf) : Negative - interior (psf) : Negative -End (psf) : 1.05 110 18.00 18.00 18.00 32.00 9.00 0.00 0.00 0.25 1.26 -1.35 -1.80 43.5 -46.1 -59.1 ASCE 7 -88 DESIGN WIND LOADS COMPONENTS & CLADDING VERTICAL SURFACES m.p.h. feet feet feet feet 5. End zones for this installation are those areas within sq.ft. ( < =10 sq.ft provides max loads) inches degrees ( <= 10 reduces load) Internal Pressure (.25, .75 or 0) BUILDINGS LESS THAN OR EQUAL TO 60 FEET SYKES ACE HARDWARE STRUCTURE DAN BRADY 1080 NE 95 STREET MIAMI SHORES, FL 33138 NA feet Loads require openings of at least the area noted for tributary area. 1. Wind loads 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 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 registered professional engineer. 4. This document shall be used for determination of wind loads only. Component installations shall be in accordance with component design drawings. Component installations at any elevation below roof are acceptable. 3.2 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 V. J. Knezevich, P.E. or John W. Knezevich, P.E. METROOADE METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING / y PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI. FLORIDA 33130-1563 (305) 3752901 FAX (305) 3752909 Progressive Glass Technology Vinyl Tech., Inc. Venice, FL 34292 Your application for Product Approval of: Series 101 OutswingingAluminum French 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 Micuni Testing Laboratory, Inc test report No. MTL -16140 dated June 16, 1994 signed and sealed by Ernest E. Mitchell, P.E. and Spencer Industries test report No. SI -00004 dated August 10, 1994 signed and sealed by Ted G. Yeatts, 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 or 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- 0824.06 (supersedes No.: 94- 0706.01) Expires: 06/30/98 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: 10/31/94 - BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET 4 roduct Control Division Supervisor Director Building Code Compliance Dept Metropolitan Dade County S V igg o"' i0 a dy ad^ d mardo Divisions of all ALUMINUM TECHNOLOGY INDUSTRIES • Reference: Test MTL 16140 Reference: N.O.A. 94- 0706.01 Design: +60.0 psf Design: -60.0 psf POST OFFICE BOX 749 VENICE, FLORIDA 34284 -0749 813- 493 -4858 1- 800 -282 -6019. 1- 800 - 237 -6258 FAX: 1- 800 -477 -3655 COMPARATIVE ANALYSIS FOR p.G.T. SERIES FRENCH DOORS L E Size PSF Design 30 "x6'8" 30 "x8' 36 "x6'8" 36 "x8' X - 173/ +173 - 138/ +138 - 151/ +151 - 120/ +120 60 "x6'8" 60 "x8' 72 "x6'8" 72 "x8' XX - 120/ +120 - 86/ +86 - 681+68 - 75/ +75 - 60/+60 Note: In most all cases the ( -) pressure controls. 4 i' 'irn Farrok °9P1 :.. 12920 SW 1 Ave. Miami. FL 33166 Engineering Department 200.00 110.00 160.00 140.00 120.00 1 t: 100.00 1 10.00 60.00 4000 20.i 000 X • s e - 29.175 15.175 Width 1a lathes xx 59.175 Referenced tca: . .rd comparative analysis was reviewed, approved. and certified by a Florida registered engineer that signs & seals charts. All calculations are per Dade County formulas and specifications. 1120 1 —"0"-. 79.750 1 �X- 95.750 i , - Limit The information. design or data herein is the exclusive property of Vinyl Tech. Inc. and is considered confidential and proprietary. No portion of this document may be used or reproduced in any form without the expressed written permission of Vinyl Tech. Inc. 9 184'1 Ferroktt ase 1, P.E. Structure Deg n, Inc. 71.87512920 SW 1 Miami, F 33186 1 P(.TJVinvl 'Tech, Inc. Err A SCF'. fin. , ( 1.1.(1 7 110 i) I .Alt 1 1. 1994 . \PPIt(\'F.f 1' \U'IItF'X t U to` NOTICE OF'ACCEPTANCE: SPECIFIC CONDITIONS This approval applies to %Ingle unit applications only. as shown ahtwe Units with dimensions smaller than those shown abuse shall quality under this approval Deviations are accepted only thru comparative analysts Suh -bucks shall he of pressure treated material at bast :° nl'nnna! ;hurl oiess, and •iccureol In at least h points on each leg with .Y or equivalent fasteners Fasteners most have :!het' own Acceptance a I $ rl, \lemon Aluminum � )ntact ng metals not have adequate prniceiiitn again considered compatible shall be properly protected APPROVED FOR ELEVATIONS UP TO: I :)t? F T Athivti..faminh;. giS valid a nal August }I ..1q-1 wCedta.Desit!n Pressure Rating of nnsitive •60.0 u.s.f. and imitative - 60.0 to = Shah PPJY.— This product must he re evaluated for structural adcd.Iacy when installed within the Coastal Construction Zone in accordance with Chapter 23 Stub - section 2.111 2 (bl of the South Honda Ruilding Code I ,. I 11,1• -2c- Diamond. P S upervisor Product Control Division p fff 1!1 ;n P(:T /Vinvl Tech, Inc_ ACCEPTANCE: F:I'i ANCE: `n.. _) :i.n nl F :X PI It F'S 1►In4 ti', Inch - - flI. •t,( *CTP't NICV• SPI: 'ti IC C'VNDCI IONS, M STA L t .ATI O': SCREWS AND METHOD OF ATTACHMENT; SILL : 1110 2" FH SN1S at a max of 6" from corner% and 20" apart HEAD : PR x 1 1/2" RH SMS at a max. of 6" from corners and 15" apart JAMBS: MR x 1 1/2" RH SMS at a max. of 6" from corners and 21" apart dote• Pka<c secnyt4 al else ) �Fs A copy of this approval as well as manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distnbutnrs and shalt be available for inspections at the jobsite at all time. ,,. : / :• . i i / ,, / : Z . ••: . viogallsol" airggvizilvia • APliRovE:D . 'JUL .1.1 I994 _ M s/ /� • _-- o •2b- 1 1\ 1.11,11 • !MI Gil Diamond. P E Sttpervisnr Product Control Divisinn I �� _1' ?11ng% PC: f /Vinyl Tech. Inc. EXPlltl:ti : bm4 3ly/QS NOTICE OF ACCEPTANCE: SPF.('IFIC CONDITIONS MS1 NTINS: None KEINFORCEMENT : None ADDITIONAL DESCRIPTION Equal leg type frame 1 •nft tested using a wood sill on the exterior and an aluminum threshold on the interior, mak,nb the overall interior sill height 1" TEST RESULTS :EXTERIOR WIND LO.-CD (PSF) 0 11 0 PSF ASTM F.330 POSITIVE INTERIOR WIND 1.OAD (PSF) 90 0 PSF ASTM E330 NEGATIVE WATER RESISTANCF: (PSF) 15 00 PSF ASTM ES47/F.331 AIR INFILTRATION (a 1 56 PSF AASTM C283 (<0 37 CriM1/Fr VnRCEI)- ENTRY RESISTANCE (F E R.) SF•BC 3603 2 (b) Design Pressure Rating (Positive) Design Pressure Rating (Negative) -2a- :ACCEPTANCE So.: al.S706 01 : rrpROVED : __:JUI 1 .L. 1994 0 009 CPA/FT MTl. - 16140 •60.0 PSF -60.0 PSF Gil Diamond. . Supervisor Product Control Division 1 ) \% 1 !.IWIr) . 1(111.1 w1U(T. 0;:r vI 31 p1; •t l :n rmilA rNinyl Tech, Inc. DESCRIPTION OF UNIT MODEL DESIGNATION: 101. Out- Swinging Monunum French Door OVERALL SIZE:: CAUTION: Elevation must be reduced in the 5' 11 7/8' wide by 7' 11 3/4" high by 3 deep coastal construction zone CONFIGURATION; No, & Sr E OF PANELS : Two. one active and one on- active, each, 34 11/16" by 93 518" high WEATHERS"TRIPPING: Single pile with integral plastic tin in each panel top and bottom rail on the exterior Single Q -ion flap at in- active panel lockstile and at interior side of frame head, sill and each frame jamb. Single Q-Ion bulb at exterior side of frame head, sill and each frame jamb OPERATORS & LOCATIONS: 'Three point lock system, each operated with a metallic dead bolt lock at active panel lock stile, 19 I/2" from bottom. with thumb turn operator lock on the intenar One manually operated concealed throw bolt at top and bottom of In- active panel lock stile One lever type latch at active panel lock stile. 35 5/8' from bottom Onc.hutt hinge at each panel jamb vile, h 1 hum top. 8 1/2' from bottom and one near mldspan GLAZING MATERIAL; 3/16' tempered glass GLAZING METHOD; Exterior glazed using a silicone adhesive bedding compound and an aluminum rolled glazing bead. WEEPROLES: None. A(('F:rTAN( `n.: 1)4.11701, o� _ APPROVED : JUL 1 1 1994 EXPIRES : June - I 1998 NOTICE: OF ACCEPTANCE: SPECIFIC cornrr1UNS 1 \1 1.1111 111111 .ASSIGNED ACCEPTANCE MARKINGS ANSI /AAMA 101.93 SW'D -C60 SFBC 303 2 (hl Dade County Approval a 9)4-0700 01 Expires June 30, 1 098 Approved for installation up to 100 Ft above grade. -2- vg6 , :S' .;Ilya Gyi Gil Diamond, P Supervisor Product Control Division nt 41 1.K /; I: A U 9 1 :1' 7 a E TAOOAOE EMI WILDING COOE COMPLIANCE OEPAATMENT SvI t E '433 1 .4ETFO.0A0E FLAGLE4 eVILCsNO 1.0 WEST FLAGt.E SrpEE' • PRODUCT CONTROL NOTICE OF ACCEPTANCE. ""A'" `LOR10A MIA s43 '30I 37.•3O1 FAX (X5 AS-2SC1 Progressive Class Technology Vinyl Tech.. Inc. Venice, FL 34292 on page 3 •Ef.tul .175 Acceptance No.:94- 0706 -01 • Cutlet 1 tIM1'1 1 %\i The expense of such testing will be incurred by the manufacturer. METROPO LITAN DADE COI sry tiMErRO DAOE =LAGLER L� Your application for Product Approval of: Series 101, Outswinging Aluminum French Door under Chapter 8 of the South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans. specifications and calculations as submitted by. Ernest E. Mitchell, P.E. along with Miami Testing Laboratory test report t4u. MT1,- 16140 dated: lane 16, 1994 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 This approval shall be valid for a period of three 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 or 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. Expires:QgrsO/9t1 f 11 Dia .• ond, P E. roduct Control Division Supervisor 'fH1S 1$ THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPICIFIC AND GENFKAl. CONDMO S 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. Charles Danger, P Director Building Code Compliance Dept Approved: 0711I/94 -1- Metropolitan Dade County METROO ADE METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 155 Center Court Venice FL 34292 Your application for Product Approval of: PGT Aluminum Tube Mullions for Windows 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. M9S -02, Sheets 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 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.: 95-0515.03 Expires:12/28/98 BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1563 (305) 375.2901 FAX (305) 3752908 PRODUCT CONTROL SECTION (305) 375.2902 FAX (305) 312.6339 onnguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. 1 ►PProved: 12/28/95 -1- Metropolitan Dade County . �.. -2 ACCEPTANCE No.: 95 APPROVED : DEC 2 8 1995 EXPIRES 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 Modei lenatiou PGT 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" and 1" x 4 ". 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: 2.2.1 A top - and - bottom and side -by -side configuration, consisting of one 111" wide x 37" Fixed Glass Picture Window unit over three 37" wide x 76" high Fixed Glass Picture Window units mulled together using 1" x 2" alum. tube mullions with and without steel reinforcement. Overall dimensions: 9' 3 -1/4" wide x 9' 5 -1/4" long overall. (FTL -1 161) 2.2.2 ' A top- and - bottom and side -by -side configuration, consisting of one 111" wide x 37" Fixed Glass Picture Window unit over three 37" wide x 50 -5/8" high Fixed Glass Picture Window units mulled together using a 1" x 4" horizontal and 1" x 2" verticals alum. tube mullions, with and without steel reinforcement Overall dimensions: 9' 3-1/4" wide x 7' 3 -3/4" long overall. (FTL -1 164) 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. 33 The maximum mullion span (length) shall be: 60" max. for Type B (1" x 2 ") mullion. 95 3/4" max. for Type D (1" x 4 ") mullion. 3.4 For Design Pressure Rating vs. Mullion length, see "Mullion Load Charts" for each mullion size Type B (1" x 2 ") mullion and Type D (1" x 4 ") mullion on Sheet 1 of 3, Drawing No. M95-02, 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 Sheet 3 of 3, Drawing No. M95 -02, bearing the Dade County Product Control approval stamp. ue1 Perez, P.E. Plans Examiner II Product Control Division Progressive Class Technology ACCEPTANCE No.: 95- 0515.03 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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. 4. INSTALLATION: 4.1 Vertical or Horizontal Applications: 4.1.1 "I' Tvpe Anchor (Used on Mullion to Existing Structure Installations) One 2" x 2" x 1/8" x 2 5/8" long x 1 -3/4" wide (for 1" x 2" tube) or 3 -3/4" wide (for 1" x 4" tube) aluminum T shape clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 2 clip angles) with U legs, using four #10 FHSMS, two on each side for 1" x 2" tube, OR using five #10 FHSMS, three one side and two the other side for 1" x 4" tube; and the flat leg anchored to a 2x wood buck using two #10 FHSMS (for 1" x 2" tube), three #10 FHSMS (for 1" x 4" tube) x 1 1/2" min. embed and spaced 2" apart minimum; or with two (for 1" x 2" tube), three (for 1" x 4" tube), 3/16" x 1 3/4" Tapcon directly into masonry with a minimum embedment of 1 1/2", as shown on Section "Anchor Type "A ", Drawing No. M95 -02, Sheet 3 of 3, bearing the Dade County Product Control approval stamp. 4.1.2 "U" Tvpe Anchor (Used on Mullion to Mullion Installations) One 2" x 5/8" x 2" x 1/8" x 1 -3/4" long (for 1" x 2 ".tube) or 3 -3/4" long (for 1" x 4" tube) aluminum U -shape clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 2 clip angles) with U legs, using four #10 x 3/4" FHSMS, two on each side for 1" x 2" tube, OR using five #10 x 3/4" FHSMS, three one side and two the other side for 1" x 4" tube; and the back anchored to an aluminum cross member using two #10 x 3/4" FHSMS (for 1" x 2" tube), OR three #10 x 3/4" FHSMS (for 1" x 4" tube), as shown on Section "Anchor Type "B ", Drawing No. M95 -02, 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 windows 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. S. 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- APPROVED : DEC 2 8 1995 EXPIRES :. DEC 2 8 1998 i v uel Perez, P.E. Plans Examiner II Product Control Division Progressive Glass Technology ACCEPTANCE No.: 95 -0515.03 - 2b - APPROVED : DEC 2 8 1995 EXPIRES • DEC 2 8 1998 NOTICE OF ACSF.PTANCF: SPECIFIC CONDITIONS 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance, 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. uel Perez, P.E. Plans Examiner II Product Control Division TEST TEST LOADS DESIGN LOADS • UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202 -94 POSITIVE (VERTICAL MULLION) +50.0 PSF F L -1161 +50.0 PSF FTL -1161 UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202 -94 NEGATIVE (VERTICAL MULLION) -50.0 PSF FTL -1161 -50.0 PSF FTL -1161 UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202 -94 POSITIVE (HORIZONTAL MULLION) +30.0 PSF FTL -I 161 +30.0 PSF FTL -1161 UNIFORM STATIC PRESSURE . - AT DESIGN LOADS SFBC PA 202-94 NEGATIVE (HORIZONTAL. MULLION) -30.0 PSF FTL -1161 -30.0 PSF FTL -1161 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (70' SPAN) SATISFACTORY FTL -1161 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (70' SPAN) POSITIVE (4500 cycles) +60.0 PSF FiL -1161 +60.0 PSF F L -1161 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (70' SPAN) NEGATIVE (4500 cycles) -60.0 PSF FTL -1161 -60.0 PSF FTL-I 161 UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202-94 POSITIVE (VERTICAL MULLION) +60.0 PSF FTL -1164 *60.0 PSF FTL -1164 UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202.94 NEGATIVE (VERTICAL. MULLION) • -60.0 PSF FTL. -I 164 .60.0 PSF FTL.-1164 UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202-94 POSITIVE (HORIZONTAL MULLION) +50.0 PSF FTL -1164 +50.0 PSF FTL-I 164 UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202 -94 NEGATIVE (HORIZONTAL MULLION) -50.0 PSF FTl. -1164 -50.0 PSF FTL -1164 LARGE MISSILE IMPACT TEST SFBC PA 201.94 (70' SPAN) SATISFACTORY FTL -1164 CYCLIC WIND PRESSURE TEST SFBC PA 203-94 (70' SPAN) POSITIVE (4500 cycles) +60.0 PSF FTL -1164 +60.0 PSF FTL -1164 CYCLIC WIND PRESSURE TEST SFBC PA 203-94 (70' SPAN) NEGATIVE (4500 cycles) -60.0 PSF FTL -1164 -60.0 PSF FT1-1164 This b a verification test only. For Design Pressure Rating vs. Mullion length, see "Mullion Load Charts" on Sheet 1 of 3 and for Design Pressure Rating n. Anchor type, see "Anchor Load Charts" on Sheet 3 of 3, of Drawing No. M95-02, bearing the Dade County Product Control approval stamp. Progressive Glass Technology ACCEPTANCE No.: 95- 0515.03 7. TESTS PERFORMED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS - 2c - RESULTS APPROVED EXPIRES DEC 2 8 1995 : DEC 28 1998 uel Perez, P.E. Plans Examiner II Product Control Division progressive Class Technology ACCEPTANCE No.: 95- 0515.03 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 2) Large Missile Impact Test, per PA 201 -94 3) Cyclic Wind Pressure Test, per PA 203 -94 along with installation diagram of a top- and -bottom and side -by -side configuration, consisting of one 111" wide x 37" Fixed Glass Picture Window unit over three 37" wide x 76" high Fixed Glass Picture Window units mulled together using 1" x 2" alum. tube mullions with and without steel reinforcement, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1161, dated April 17, 1995, signed and sealed by Yamil Gerardo Kuri, P.E. 8.1.2 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 2) Large Missile Impact Test, per PA 201 -94 3) Cyclic Wind Pressure Test, per PA 203 -94 along with installation diagram of a top- and - bottom and side -by -side configuration, consisting of one 111" wide x 37" Fixed Glass Picture Window unit over three 37" wide x 50 -5/8" high Fixed Glass Picture Window units mulled together using a 1" x 4" horizontal and 1" x 2" verticals alum tube mullions, with and without steel reinforcement, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1164, dated April 25, 1995, signed and sealed by Yamil Gerardo Kuri, P.E. 8.2 Drawing: 8.2.1 Drawing No. M95 -02 PGT, "Mullion Details " Sheet 1 thru 3 of 3, prepared by PGT, dated 12/8/95, signed and sealed by Farrokh Rasekhi, P.E. 8.2.2 Manufacturer's die drawings and sections. 83 Calculations: 83.1 Structural mullion and anchorage calculations prepared by Farrokh Rasekhi, P.E. Structural Design, Inc., dated 11/12/95, signed and sealed by Farrokh Rasekhi, P.E. 9. COMPARATIVE ANALYSIS: See "Mullion Load Charts" on Drawing No. M95 -02, Sheet 1 of 3, and "Anchor Load Charts" on Drawing No. M95 -02, Sheet 3 of 3, both bearing the Dade County Product Control approval stamp. 10. TYPICAL MULLION SYSTEM CROSS SECTIONS: See Drawing No. M95-02, Sheet 1 of 3 and for anchoring details, see Drawing No. M95 -02, Sheet 3 of 3, both bearing the Dade County Product Control approval stamp. -2d- APPROVED : DEC 2 8 1995 EXPIRES : , DEC 2 8 19 9 8 ftr% i v uel Perez, P.E. Plans Examiner II Product Control Division 9. This Acceptance contains pages 1, 2, 2(a) through 2(d) and this last page 3. END OF THIS ACCEPTANCE - 3 - ACCEPTANCE No.: 95-05 15.03 APPROVED : DEC 2 8 1995 EXPIRES : DEC 2 8 1998 j■OTICF OF ArrFPTANCE 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 connect 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 dont 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. I. I I 1 1 1 I LI I/ y►, : 1 1 I I 1 .; 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 bated at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same she as the one tested with the unit. No wood or plastic shier or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in tasting. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, «, • tpq 36 of the South Florida Building Code. v Manuel Perez, P.E. Plans Examiner II 4 Product Control Division /10FH SMS MAX r FROM CORNERS AND A MAX 24" O.C. SEE NOTE /1. \ NOTES: L ANCHORS TYPE. A ; "8' or "C" (2) WINDOWS MULLED TOGETHER /6393 1. (3) PER .IAMB UP TO 38 3/8" (4) PER .JAMB OVER 38 8" UP TO 84" (5) PER JAMB OVER 84' UP TO 96" (6) PER .UWB OVER 96" TYP. /9364 /6393 TYP. MULLION ANCHORS: TYPE A ". "8" OR C" /6393 /9454 GLAZING PRODUCT H2 s (W /2) (1) WINDOW MULLED W /ONE ABOVV /6393 /9364 /9454 r 1 TYP. • MULLION GLAZING PRODUCT G H. R. /279 1 H2 HI J /219 ANCHORS: TYPE A'. •B" OR "C- /6375L /10 FH SMS MAX. FROM CORNERS AND A MAX 24" O.C. SEE NOTE . 11. /10 FH SMS MAX. 6' FROM CORNERS AND A MAX 24" O.C. SEE NOTE 11. MULLION A RRA r OR ANY CO n I GLAZING ° PRODUCT TYP. MULUON 1 H; TYP. MULUON a GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT H2 - (w/2) (2) WINDOWS MULLED WJONE ABOVE #9454 /6379 16379 4•MENTS CAN BE AS SHOWN BINATION OF THE ABOVE. ANCHORS: TYPE "A". i3" OR ti H H2 or .(w/2) (3) WINDOWS MULLED Wf ONE ABOVE 110 F71 SMS MAX 6 FROM CORNERS AND A MAX. 24 O. C. SEE .VOTE /T. 18342 /9454 170228 I a /i :/4 r Fir okh P.E. tl p r w ld igr sl, s, 1 122 U wn1, R.331106 19364 /7 0228 H2 H 1 18342 r • v • OrEO M COMPLYING INTRI 1 ?ROM= i. Ol D11I!S2 JWLDNI6 MDs COMPLIANCE OFT) ACCEPTANCE NOE__125151e. 110 FH SMS MAX. 6 FROM CORNERS AND A MAX. 24" 0.C. SEE NOTE 11. DWG. / M95 -02 MULUON CONFIGURATIONS SHEER 1 of 3 12/17/95 w 1 H; ‘` .1.: GLAZING PRODUCT / \ TYP. MULUON \ \ GLAZING PRODUCT ... , , GLAZING PRODUCT H1 H2 - (w/2) (2) WINDOWS MULLED WJONE ABOVE #9454 /6379 16379 4•MENTS CAN BE AS SHOWN BINATION OF THE ABOVE. ANCHORS: TYPE "A". i3" OR ti H H2 or .(w/2) (3) WINDOWS MULLED Wf ONE ABOVE 110 F71 SMS MAX 6 FROM CORNERS AND A MAX. 24 O. C. SEE .VOTE /T. 18342 /9454 170228 I a /i :/4 r Fir okh P.E. tl p r w ld igr sl, s, 1 122 U wn1, R.331106 19364 /7 0228 H2 H 1 18342 r • v • OrEO M COMPLYING INTRI 1 ?ROM= i. Ol D11I!S2 JWLDNI6 MDs COMPLIANCE OFT) ACCEPTANCE NOE__125151e. 110 FH SMS MAX. 6 FROM CORNERS AND A MAX. 24" 0.C. SEE NOTE 11. DWG. / M95 -02 MULUON CONFIGURATIONS SHEER 1 of 3 12/17/95 '-** . „..... 1 _1 .. ' 1. 1- . - - 1 Imam t . -- I A '� 1_4__' _ ._ __ _ T T ' I I, 1 • ' 1 t .B.111 ' i . i _, . \ .. T 1 _. ate- -, . 11711k 0- ,- NI•1011=11 MI 1 f ay 111 111 NMI a1►aiMhawM snow nw 331 )pate MOOD MAN wan 311100 I ZIS IMO NIaM MUM 11 I IIIM 11 III no� �.��nn i t1r�� ° � ° inm �.m■ �1I111 11 n1i��ii ®11111 111111n/1 1 I RIMIIIIII/n11/1111 n11/11111111111111/111111111/1i X111111 w 1111 /111111111/11111,♦/11MIN1p ■11111111111 1 111■ ■1111111E11 \'1 \11 111111111 11111t1111t1►11111111 11 ./ II. ...III/ /..MM /.. .v./R►IIII\1IIIIIIIIIIIIIIIIIIIIII■ 1111 1 ■■ / 1111 / 1 11111111111p11t,�11 111■ 4. 11/1111111111111111■�, ■1111■ ■111//11111111111111\ �MR.1111 .. 11111.11111 . 11 ....111>,.1111..111. 111111.11..111v/1Q1v.�l:�.: 1111. 1\ \11111111111/ 101111∎1111 v 11 \111/1111111111 111101110111bMII1 1 11s1111111111111 aIi1 �1�►111111 ! �ib 0•10.8 Wide 1 I a 14.11 G_ i raj. 5 e a D f s d t -1 1 ft 1 1 1101111110 ipso. 1 1 i�, ■11111■ ■1111111La ■•w ak 111M11111•1111111111110111 11111111111111111 RIM mom d mom 1111111.11111111111111111 111111111111111111111111111111111111111111111111111 ENE 11111111111g111111 11111111111111M1011 1111111•11111111111111111111•1111 IlIIh __ ilh 111111111111111E 1111111111111:4111111111111111111 Ink 1 M t a.. aycdr.we.. 1 1 1 R 1 Dw8 - M95 -02 Sht. 2 of 3 ARAOVED AS COMPLYING mu TIE SOUTH ROIU' ' ' cODE IVILD• C CODE COMMA= OFFXE ACCDrANCE 025 -125 /5. TYPICAL HEAD AND SILL ANCHORS FOR MULLED WINDOWS WITH MULLION CLIPS FOR SERIES: 4000 SH, 400 ATW, 200 HR, 6000 FIXED GLASS, AND 700 CASEMENT J/16' TAPCON 1 1/2' MAN. POIETRAflOK TYPICAL MULLION TO MULLION INSTALLA770N TYPE "A". P.c.T MULLION 'x2 OR 7x4 COVNicRS/NK FOR /10 F.N. S.I.S. (SE NOTE /2 FOR CITY.) MULL CUP (SEE NOTE 11) NOM: 1• CLff MULL TV G OFF OF AND A INSTALL AS SHOWN. 2. (2) SM.S ARE NEEDED SPAE CE IN 2" AIULUON INTERFERE WITH EA T O O ON OPPOSJT£ SIDES OF MLN SPACING IS SHOW FUR 4. MULLION. 7YP. MULL CUP 1x2 OR 1,4 1 1,2' MIN. PENErAT1ON /10 F.v, S.M.S. (3) OME SIDE (2) ON OPPOSITE (SO AS NOT TO INTERFERE WITH EACH OTHER..) SEE NOTE /2. • • . . 334FMR 1r4 S ALL FASTENERS ANCHORING MULL CLP'S TO OPENING, MIN. 3/16' TAPCON x 1 1 ' PEJVETRATION WT0 CONC. OR BLOCK STRUCTURE ALL FASIDIERS MUST BE DADE COUNTY APPROVED. TYP. MULLION 1x2 OR 1x4 1/4' MAX 7W. WINDOW FRAME SH. ATW, HR, FC. 2 1 /e' BOTH MULLS /10 P74. SKS (3) FOR 4' MULLION (2) FUR Z" MULLION SEE NOTE /2. \lAw•mig F$ 7010) Des= 12920 SW 1Z M1alri, Fl P.C.T. MUWON 1x2 OR 1x4 —j 1 r •. •:• P.C.T. MUWON 1x2 OR 1x4 1 ° r WOOD BUCK REMOVED TO CONC. • • . • TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK TO CONC. TYPE "B". • NOTE 1. (2) S ALS. ARE NEEDED FOR EACH SIDE 114 2" MUWON SPACE S.M.S. AS NOT TO INTERFERE WITH EACH OTHER ON .E. OPPOSITE SIDES OF MULEION. SPACING IS SHOWN FOR 4" MUWON. WOOD BUCK WOOD 2 BUCK BOTH M NOTE: 1. (2) S.M.S. ARE NEEDED FOR EACH SIDE 114 2' MUWON SPACE S.M.S. AS NOT TO INTERFERE WITH EACH OTHER ON OPPOSITE SIDES OF MUWON SPACING 15 SHOWN FOR 4' MUWON. TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C". 3 ) ONE SIDE (2) ON OPPOSITE (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE' NOTE /1. 2 1/8" BOTH MULLS 2 ALL FASTENERS ANCHORING MULL CLIPS TO OPENING MIN. 3/76" TAPCON x 1 1/2" PDIEMITION INTO CONC. OR BLOCK STRUCTURE ALL FASTENERS MUST BE DADE COUNTY APPROVED. 1 ONE SIDE . S FOR 3 3 4 (2) ON OPPOSITE (50 AS NOT TO INTERFERE WITH EACH OTHER.) SEE NOTE /1. 2. ALL FASTENERS ANCHORING MULL CUPS TO OPENING; MIN. 3/16" TAPCON x 1 1/2" PENETRATION WTO CONC. OR BLOCK STRUCTURE ALL FASTENERS MUST BE DADE COUNTY APPROVED. 3 .3 4 FOR 1x4 WOOD BUCK 10 F.H. S.M.S (3) FOR A' MULLION (2) FOR 2" MUWON SEE NOTE /2. APPROID AS COMPLYING WITH TIE SOUTH ORI Ni181; CODE • awff 1 .3 4 FOR 1x2 PRODUCT BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0 Q5-QSI 5 na WOOD UCK • . 110 F..M. S.M.S. (3) FOR 4" MUWON (2) FOR 2" MUWON SEE NOTE 12 DWG./ M95 -02 MULLION ANCHORING CONDITIONS SHEET 3 of 3 12/17/95 (2) WINDOWS MULLED TOGETHER /10 iH SUS MN!. 6 I'ROM CORNERS AND WX 24' O.0 SEE NOTE /1. OYES. /6.393 1 1. (3) PEP JAW LAS TD 36 ) /6' (4) PER 44M0 OVER 38 /6 UP TO 64" (5) PER JAMS OVER 64' LO TO 96" (6) PER JAMS OVER 96" TIP. /9364 ANCHORS, TYPE A 16393 16393 19454 A,11, W. b' OR "C„.." CIAZMVC RODUCT I N2 TYP. / • H HI GLAZING 112 - (W /2) �f 1) WINDOW MULLED WANE ABOVE /6393 ANCHORS TYPE A 'S' OR t' 10 IMI SUS MAX. 6" CORNERS AND A MAX 24" 0.C: SEE NOTE 11. N L w GLAZING PRODUCT � J MULLION GLAZING PRODUCT • GLAZING PRODUCT 142 - (W12) (2) WINDOWS MULLED W /ONE ABOVE --- 142 it ' - - N 0 OR ANY COMBINATION OF THE ABOVE, ANCHORS' TYPE. A' V" OR C L G. S, 110226 TYP. MULUON t TYP. MULLION GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT t0 TH SUS MAX. 6" CORNERS AND A SEE NOM 11. /6342 m2 0212) (3) WINDOWS MULLEQ W /ONE ABOVE 19454 I a F: /4� e FE 1CMf1 Res44I11. P•B. Shlobsl D 122 A We. 12920 21146 w 19364 110228 18342 /6342 H2 HI 19454 LQi AS cauw ww w1il flt MUM AMMO cc�� eel1wweeqq wamMMx N0. /10 EH SMS MAX. 6" FROM CORNERS AND A MAX 24" 0.C. SEE NOTE 11. OwC./ (195 -02 WWJON cONTiCURA/10NS SHEET 1 a 3 12/11/95 TYPICAL HEAD AND SILL ANCHORS FOR MULLED WINDOWS WITH MULLION CUPS NOR SERIES: 4000 SH 400 ATW, 200 HR, 6000 FIXED GLASS, AND 700 CASEMENT Pat *WON 'tl OR 1,4 MI CUP (SEE Non /U TYPICAL C10 0t, NTERSINIC FDR rot 1/A (SEE NOTE /1 Foe 0TY) 1'" r r NOTES: I. CUT FILING!? Orr or MU AND NSTAtt AS SHOW t. (2) S.M.2 ARE Nam von [ACII SLOE N 2' M UJON SPACE IM.? AS NOT ro INTERFERE NMI OWN 011101 ON OPPOSfn soots or MULLION. SPACING IS SH01MN MA 4' MAUCH 1 l TIP. MULL CUP 112 OR rt4 t ro ry s K S. J) aVE SLOE ON OPPOSITE (30 AS NOT 70 WIN EACH SEE N0 ir P. • RP MULLION 111 di lt4 2 ALL /AS7 VERS AIIGNORPTC MI as ro OPENING. CA W TAPCON t t r TERN INTO CONG OR MOCiE STRUCTURE ALL FASTENERS MST DE OWE COMET APPROK . 1/4' MAX f1P. NIVOOW FRAME 9t Afll; NR FD. J /Te ►APCON TId1L MULLION TO MULLION INSTALLATION TYPE "A". 3 4 IOU r,4 0 • 0 • 2 1/b' IIOTH./ULLS /lo FIE £K (3) MR 4' MRAUDN (2) FOR 2 MLUOI six NOTE /2. • ��T1o�1d�� J. �+1 11OSS.I % 1110. 13220 )3W P.Gr. MULLION 112 OR It4 11° r P.C. IULUON lt2 OR 1t4 11- r ROOD RUCK RIMMED ro TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK TO CONC. TYPE "0 ". Non: 1. 2 S.KS. ARE NEEDED FOR EACH WE 54 2' MULLION SPACE S.M.1 AS NOT 10 S4TERFE E WITH EACH WHO ON OPPOSITE SIDES OF MLUON. SPACING Lf S1/011N MR 4' MLUCH NOM 1. (2) S.M.S. ARE MEMO MR EACH DOE N 2' &MEAN SPACE SAES. AS Nor TO INTERFERE 111114 &IO1 OTHER ON OPPOSITE SIDES OF MLLpK SPACING LS STOW FDR 4' MLUD/L P ►0 F.IL SKS. J) ONE SAE 2) ON OPPOSflE MA NOT TO EACH OTHER) SEE Now 11. IOW TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C". J) OHE WOE 2) ON OPPOSITE 10 PH. S.KS so ASNOr RIM 1404 OTHER) SEE NOTE /t. 2 r /e MTH . MLLS L ALL rAS1ENERS ANCHORING MULL CUPS ro OPUIWC, l. 10' NAPKIN 1 1 1 PE J ROON INTO CONC KOCH STRUCTURE ALL FASTENERS MUST DE OWE COUNTY APPROVED. 1 J 4 FOR ►tt 4 FOR it4 CULS 1 0el, I 1 I 2. ALL FASTENERS ANCHORING MULL CUPS TO OPENING. _ MIN J II' TAPCON 1 1 ► PE 110x1 INTO CONC. MOCK STRUCTURE AU. FASTENERS MUST OE a401 COUNTY APPROVED. J J 4 J J MDR 1t4 WOO OICN /10 F.4 S.U.S. (3) NOR •" MALION (2) NOTE P. INIOKO MI COMMR 01111 1R 'w /ialik%i, 1 3 4 FOR TNT '= `E 0 VII n MOOR COOT COMIWRt OUR[ garuset intn-/KL5 /►o r.N. s.M. (J) MDR 4' MIL[JON (2) NOTE /2 L MALIGN ORG./ M95 -02 MELTON ANCHOROfG COND►7IONS SHEET J e1 3 12/11/95 t 1. ow no cananma NOW q2/ 2/r 2/r ■ �� /...i /■■ tM MI mural WEB: ■■■ a• 1 V1.■..■■7il. s.■ Inummilm .v..■.....■.. mmonam■u.■ ■a■.aa■■ „ •t■■a ■nt■..a■■a.1y■m■■ ma.■■ ■■ im■■■. ■.... ■■a.....1t■ ■. ■�..... ■■ .. ■... ...■a......a� . 3,■■� , w;. ■■■. ■■■"■33333NORIBROMMER.E■■! 3O■ \7MOMME .. ■ ■ ■ ■ ■ . . . ■ ■ ■ a . . . . ■ . ■ .1st. . ■ . 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Vinyl Tech/Progressive Glass Technology 155 Center Court Venice FL 34292 METROOADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Your application for Product Approval of: Series 400 Aluminum Awning Window 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, 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 arnmendments 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.: 94-1031.01 u - o .l guez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Expires: 10/31/98 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: 07/27/95 - 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) 3752901 FAX (305) 3752908 PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 3724339 s anger, Director Building Code Compliance Depi Metropolitan Dade County Progressive Glass Technology ACCEPTANCE No.: 94-1011.01 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UJNIT 1.1 This approves an aluminum awning window 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 Building 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 Series 400 Aluminum Awning Window 13 Overall Size: 3' 1" wide by 6' 4" high by 2 1/8" deep 1.4 Configuration: X/X/X/X/X 1.5 No. & Size of Vents; Five, each 36 5/16" wide by 15 1/4" high. 2. MATERIAL CHARACTERISTICS 2.1 Mme and S sh Material: Aluminum alloy 6063 -T5. 2.2 Glazing: 2.2.1 Glazing Material: (1/8 ") Double strength annealed glass. 2.2.2 Glazing Method: Exterior glazed using a clear colored adhesive bedding compound and rolled aluminum glazing bead. 2.2.3 Daylight Openinn Each vent 32 13/16" wide by 13 1/16" high. 23 Frame Construction: Butt joints: frame corners secured with two #8 x 3/4" pan head sheet metal screws. 2.4 Vent Construction: Butt joints: vent corners secured with tabs. 2.5 Weatherstrip: Double vinyl bulb in frame head, each frame jamb and in bottom rail of top four vents. Single vinyl bulb in frame sill and bottom rail of bottom vent. 2.6 Weepholes: None 2.7 hardware: Roto operator at lower frame corner. Automatic hook lock in frame jambs at each side of each vent with a 3/16" by 1n. long metallic pin in each jamb rail of vent, 8 5/8" from bottom of vent. 2.8jkinforstunrat None 2.9 Sealant & Pads; Following are sealed with black and aluminum colored sealant: each frame comer, perimeter of operator and blank cover plates. 2.10 AddifianiannaintignI Flange type frame. 2 APPROVED T JUL 2 7 1996 EXPIRES : October 31. 1998 M : 1 Perez, P.E. Plans Examiner II Product Control Division Progressive Glass Technology ACCEPTANCE No.: 94- 1031.01 4. INSTALLATION: 4.1 Screws and Method of Attachment -2a- APPROVED EXPIRES : October 31. 1998 NOTICE OF ACY'FPTANCE: SPECIFIC CONDITIONS ! JUL 2 7 1995 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Units with dimensions equal or smaller than those shown in Section 10 shall qualify under this approval. 3.3 For Design Pressure Rating see Section 7. SILL : None HEADER : #10 x 1 1/2" flat head wood screws located 4" from each corner and 24" apart. JAMBS : #10 x 1 1/2" flat head wood screws located 5 1/2" from each corner and 16 1/4" o.c. max. Note: Please see note #11_ Page 3 4.2 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. 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete screws (masonry anchors) instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. 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 unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.1.3 Manufacturer's installation instructions. Mar4tiel Perez, P.E. Plans Examiner II Product Control Division TEST RESULTS DESIGN LOADS INFILTRATION Q 1.57 PSF FBC PA 202 -94 (0.37 CFM/FT) 0.07 CFM//FT UNIFORM STATIC PRESSURE DESIGN LOADS FBC PA 202 -94 POSITIVE 30 Seconds +60.6 PSF +60.6 PSF UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 NEGATIVE 30 Seconds -60.6 PSF -60.6 PSF WATER RESISTANCE (PSF) SFBC PA 202-94 _ +8.30 PSF +55.33 PSF UNIFORM STATIC PRESSURE FULL TEST LOAD E330 PA 202 -94 POSITIVE 30 Seconds +91.0 PSF +60.6 PSF UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202.94 NEGATIVE 30 Seconds -91.0 PSF -60.6 PSF FORCED -ENTRY RESISTANCE (FER) 1302.546 Satisfactory FTL -1143 - ' a Pressure Rating (Positive) +55.3 PSF Pressure Rating (Negative) -60.6 PSF Progressive Glass Technology ACCEPTANCE No.: 941031.01 . Q QUI 2 7 1995 APPROVED EXPIRES : October 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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 times. 6.3 The Building Official shall ensure the adequacy of the window to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note: The installation of this unit will require a hurricane protective system. 7. TESTS PERFORMED - 2b - M : . el Perez, P.E. Plans Examiner II Product Control Division Progressive Glass Technology ACCEPTANCE No.: 94- 1031.01 - 2c APPROVED : Mt 2 7 1995 EXPIRES October 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Resistance Test, per AAMA 1302.5 -76 and PA 202 -94. along with installation diagram of an aluminum awning window prepared by Fenestration Testing Laboratory, Inc. report No. FTL -1143 dated April 5, 1994 (Reissued 5/18/95) signed and sealed by Yamil G. Kuri, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. 8.2.2 Assembly drawing of tested unit, Series 400, Sheet 1 of 1. 8.3 Calculations: 8.3.1 Comparative analysis prepared, signed, sealed, and dated 6-2 -95 by Farrokh Rasekhy, P.E. for Vinyl Tech/P.G.T. Products. Matjue' Perez, P.E. Plans Examiner II Product Control Division 10000 ■ O i000. 4000 4414 1 111 � MI 2'' OP V M W ...." . Man y � I�'i I..Y1 NO Wm - woo Appals am I 5444441144 far:0101 iilf . .E T v Trl►A.T. fAo® . 12129 SW 122 �: — 1 1 , I - • pro Glass Technolapy ACCEPTANCE No.: 94-1031.01 APPROVED . ' JUL 2 7 1995 , EXPIRES October 9. COMPARATIVE ANALYSIS YIg1Ts P.C.T. SON Yen w Neve.. 0•4. Owe•• Ws Yr b r.. Paulo n Amor& ]2000 NOTICE OF ACC__EPTANC .• SPE IFIC CONDITIONS AWN-400 7!000 40,100 • MgM w Yeti 2d 44 44000 M . • Perez, P.E. Plans Examiner II Product Control Division 33433 Rd /TI. 1143 Progressive Glass Technolow ACCEPTANCE No.: 94- 1031.01 APPROVED . r nl 2 7 1PP EXPIRES October 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 10. TYPICAL ELEVATION -2e- lvi 1 Perez, P.E. Plans Examiner II Product Control Division METROOADE 1. METROPOLITAN DADE COUNTY. FLORIDA +M' O•DADEE FLAGLER SuILDING BUILDING CODE COMPLIANCE DEP:•RTjt£NT SUITE 1603 METRO.OADE FLAGLER SUILOING 140 WEST FLAGLER STREET AtIAAft, FLORIDA 37:30.1563 pas) 375.290t FAX (303) 375.2906 I. Extension of Acceptance may be considered after a new application has been filed and the supporting data. test report no older than ten (10) years. have been re- evaluated. NOTICE OF ACCT?T'TANCF.: STANDARD CONDITIONS • All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. The Notice of Acceptance number preceded by the words Dade County. Florida. and followed by the expiration date may be displayed in adyertisim_ literature. Ifatty ponion ui the Notice of Ace:ptattee is displayed. then it shall be pane in its entirety. .A copy 01 approval as well as approved dratvin__s and other documents. where it applies. shall be provided to the applicant by the manufacturer of his distributors and shall be available for inspection at the job site at all time. The prints need not be re-scaled by the engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. I::a:! 1:u4161u : Control tiuper isor 1 120.00 . 100.00 10.00 60.00 40.00 20.00 0.00 — 0 .0. 0 a 4 •.. - .+... 19.125 26.500 Slid 1.1ore are Negative (Design ?venire. l -. - IN - ON 1 1 i 1 12.000 • I - ONO- • - - - - • .• 1 - • ■ - 37.000 40.000 Width lo hens O.._. 1 44.000 -- - - 1 48.000 - - . - - -I - - - fl /8/4 Ferroth Rosekhi, P.E. Structures ®sctoh, Inc. 12820 SW F1.33188 53.125 co 2d test data and e 'native analysis was revkwed. approved..' and certifkd by a Florida registered engineer that signs & seals charts. All calculations we per Dade County formulas and specifications. - water ice 30.625 m X. 63.000 • 76.000 j - Limit • Note: Positive Design Pressure MUST NOT exceed water Tine. Engineering Applicable ONLY to Vinyl Tech/P.G.T. Products. Itrf. 141. N 1143 �.i 01140+' c .1.- •• • • • = tom '""„" �� ,,,,� ULligg ,i:°1c°‘°. Divisions of an ALUMINUM TECHNOLOGY INDUSTRIES POST OFFICE BOX 749 VENICE, FLORIDA 34284 -0749 813- 493 -4858 1 -800- 282 - 6019.1 -800- 237 -6258 FAX: 1- 800 -477 -3655 COMPARATIVE ANALYSIS FOR P.G.T. 400 SERIES AWNING WINDOWS WITH DSB GI.ASS P.G.T. limits the design pressure to 83 psf design negative for our Awning Windows. 0 Code 12 13 14 15 16 1/2 32 1/2 33 1 /2 34 1/2 35 1/2 36 22 Size 191/8x26 191/8x383/8 191/8x505/8 191/8x63 191/8x76 261/2 x 26 261/2 x 38 3/8 261/2 x505/8 261/2 x 63 26 1/2 x 76 37 x 26 23 37x383/8 24 37 x 50 5/8 25 37 x 63 26 37 x 76 PSF Design - 83/ +74 - 83/ +74 - 831 +74 - 83/ +74 - 83/ +74 - 83/ +74 - 83/ +74 - 83/ +74 - 83/ +74 - 83/ +74 - 83/ +74 - 83/ +74 - 70/+63 - 70/+63 - 60.61 +55.3 Note: In most all cases the ( -) pressure controls. Refaenee: Test FTL 1143 Reference: N.O.A. 94-1031.01 Design: +55.3 psf -60.6 psf 1 . Jffr7/'r- Farts et•uctw nt Dear+, inn. 12920 SW 122 Ave. Miami, FL 33186 Engineering Deparunent I t 120.00 -( 100.00 80.00 60.00 4000 20.00 0.00 r • • •. • - a. 4 - . 19.123 26.500 Solid t.Irre are Negative Design Pressure. IN • I•. • NO 4— -1 1 12.000 •• . - . 37.000 •• 1 Width Is tubes 40.000 11.000 OD III -- 1 1 MIMEO e/3/4 Ferroldl Rose , P.E. 8 ��tt 1 f SW 122!Avi FL 33188 1 1 1 48.000 57.123 Id test data and• competitive analysis was reviewed. approved. and certified by a Florida registered engineer that signs & seals charts. All calculations art per Dade County formulas and specifications. m. Water '. -138.375 : i •- 0- 30.623 — X`63.000 I. 076.000 j ;• • 1.1mh • Note: Positive Design Pressure MUST NOT exceed water line. Engineering Applicable ONLY to Vinyl Tech/P.G.T. Products. Itrf. 1.1. N 1143 GSA f is7;s 4 - wode., ,, say Divisions of an ALUMINUM TECHNOLOGY INDUSTRIES P.G.T. limits the design pressure to 83 psf design negative for our Awning Windows. 12 13 14 15 16 1/2 32 1/2 33 1/2 34 1/2 35 1/2 �6 22 23 Note: In most 811 cases the ( -) pressure controls. Reference: Test FIL 1143 Reference: N.O.A. 94. 1031.01 Design: +533 psf -60.6 psf 191/8x26 191/8x383/8 191/8x505/8 191/8x63 191/8x76 261/2 x 26 26 1/2 x 38 3/3 261/2 x 50 5/8 26 1/2 x 63 26 1/2 x 76 37 x 26 37x383/8 24 37 x 505/8 25 37x63 26 37 x 76 POST OFFICE BOX 749 VENICE, FLORIDA 34284 -0749 813- 493-4858 1 -800 -282 - 6019.1- 800 - 237 -6258 FAX: 1-800-477-3655 COMPARATIVE ANALYSIS FOR P.G.T. 400 SERIES AWNING WINDOWS WITH nSR (LASS Size PSF Design - 83/ +74 - 83/ +74 - 83/ +74 - 83/ +74 - 83/ +74 - 83/ +74 - 83/ +74 - 83/ +74 - 83/ +74 - 83/ +74 - 83/ +74 - 83/ +74 - 70/+63 - 70/+63 - 60.6/ +55.3 ; 1 0.—■///e-Z . 1 rf r 7 /RS Farrokf` R.-wide. . :a.G. .Ptpuetur al Dobkin, Inc. 12920 SW 122 Ave. MOM, FL 33186 Engineering Department