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BP2005-1509Owner: i nspection Number: INSP-5859 Inspection Date: 03/08/2006 Inspector: Grande, Claudio BURKET, MICHAEL Job Address: 730 101 Street NE Project: <NONE> Tuesday, March 7, 2006 Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: BP2005 -1509 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060172200 Lot: Page 2of2 Passed o S Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Owner: i nspection Number: INSP-5859 Inspection Date: 03/08/2006 Inspector: Grande, Claudio BURKET, MICHAEL Job Address: 730 101 Street NE Project: <NONE> Tuesday, March 7, 2006 Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: BP2005 -1509 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060172200 Lot: Page 2of2 Issue Date: 1/31/2006 Owner's Name: MICHAEL BURKET Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 730 101 Street NE Comments: WINDOWS 18 Additional Information Miami Shores Village, FL 33138 Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $5.70 $2.00 $5.00 $280.00 $18.00 $7.00 $317.70 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 04/16/2006 Contractor(s) Phone Primary Contractor HOME OWNER Yes Type of Work: Additional Info: No of Openings: 18 Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2005 -1509 Phone: 1132060172200 Lot: PB: Total Square Feet: 0 Total Valuation: $ 9,500.00 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Invoice Number WS - 1 - 06 - 23417 Total: Amt Due $317.70 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 i Permit Type (circle): Building Electril . Plumbing Mechanical q Roofing Name (Fee Simple Titleholder) /l G \ .ce._1 RV r �' Phone # ( 4)S — s ! 5 -3 c / fo Owner's Address — 7 3 b L. N. • / 1:4 ' .5 1-c City A kW■1 cs State - F4 Zip ' ?LS Tenant/Lessee Name Phone # Job Address (where the work is being done) — 73c , r.. /Di F-eT City Miami Shores Village County Miami -Dade Zip 23/3? Is Building Historically Designated YES NO x Contractor's Company Name Contractor's Address Phone # City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Total Fee Now Due $ 3 . 00 (Continued on opposite side) .tSto .moo Code Enforcement $ Structural Plan Review. $ Permit No. E J I Master Permit No. Square Footage Of Work: Type of Work: DAddition r/Re lace ❑Alteration ❑New a a ,, p p 11 Demolition Describe Work: Re \ 'K4, ons41►. � GJl04tus /8 * * * * * * * * * * * * * * * * * * * * * * * * * *** *F * * * * * * * * * * * * * * * * * * * * * * ** * * * ** Submittal Fee $ Permit Fee $ 2 OO 113"— CCF $ CO /CC Notary $5• CO / Training/Education Fee $ a • Oa reamelogy fee — 7. CO Scanning $ L. CO Radon $ Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has conunenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a rer spection fee will be charged. d . Signature NOTAR UB IC: Sign: Print: My C • ission Expires: APPLICATION APPROVED BY: chc 05/13/03 Owner or Agent The foregoing instrument was acknowledged before me this 1 8 day of �li 26:a by t r`� 1 who is personally known to me or who has produced ( ' Bond d T• l .1 ' Signature / • : ■"' O, OF FLORIDA f' � , , rnan d e riOTARY PUBLIC: `( orlen y � - t� lemon # 047645555 Sign: 27, Print: • Contractor The foregoing instrument was acknowledged before me this ay of ,20by who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. My Conunission Expires: ***************************************************************************** * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** • * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Plans Examiner Engineer Zoning • • I tA 1 L If e.\ I 01-- i being the legal property owner, for the property Located at: 73 b N - ) O . 541-1 - it, OM ► a vv ∎ .S rt C FL 3313 8 Legally described as 71 tie )o) - / SL F2 3)2 , Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),.nd I have read and understand the follovring disclosure Statement, which entitles me to Arork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence or a farm out - building. r You may also build or improve a commercial building at a cost of 525,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have Iicenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not Iicensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. 'Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument Was aclaiowledged before me this today of CcT, 20 CIS B M. ( V / e-T who is personally known to me or who has Produced (J Owner Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE .STATEMENT DISCLOSURE STATEMMT NT as identification and who did take an oath. ,.?.•.pY , .. n�w T .�.. :�1•. VA : !2 !UA J �' fi ssion # D ires: SEP 27, 2009 Bonded Atlantic Bonding Co., Inc. Miami Shores Building Department °- c ' �' n' � "• �1� =—� W V.4 .„4:��avii. / ''y ac t Product Opening Approval Schedule 1'1' e Description of Window / Comparison P Product Acceptance Chart Product Approval Address: Opening Design --to N � 1 ��I Rough Opening Shit ci4 e' ID � or Door or Mullion Number Design Design PSF ( +) PSF ( -) PSF - ?0(.3k " 2 c . s cw.��t oa l•y -C . 74 j --7 34)( -9_ =rr,A .. >J � 3 G4(..„.�- Q ,,,- Iaay.oa `?o1- 75 /0 75 .3e K36 36x36 k) ____ h ) ) 4 (,,,,it),,,,,, aa- laay•ba- 5 1-IoYno ...-L1 12,11-0, C 3 - 6 .1/ 7.81 V. 1 6eL L 139 -C 7 D C il t \ Ro14\ Cgs�►,Nc �a)��d cV, 6 .3 -6 6)0 • o C rya- 1 'D 2y.a�., 6 3- c1( / ? . 61, sl.I - i.1 6(.71 - ' 1 " /3 9 0' 6' , 31X5o 30(37 N ________h) 1 7 q Wovi2.NA.) steti c3 66/j•0 6 (;6.7 -)S 36.3.8‘ IN) A Io ViXa a'- 4716.63. OI- oyl7. o t- C 0.0 `lb ° --1- is / -'1S t15 !- i s 7 a ( y '30(Q.o 3l X V) hi N N v 4 N 11 f- ev,v.O..) la f \-tv, a. 9oc r + 1S/7S 3Lk40 I`{ go,ru„0'4 SII�Iti* N A si,A.A5 Q- oc,Q.o1 o3- o61�.04 ( 1 1 1 -l 94 -.?I' V 13k ' " ' t i --___y 1 5 it A-4.:)-1.,..k.\ ',ot C)3 - b6la.o4 5° V.-V s$a 6x50 N - N II �hyrik,rA�.\ SU...5 0� 0410.3C 501- -�' 1i ` A-iLvpiNA <1,1;1 0 3 6 s1 3 . D 6 .sg.a�sfa 7�f-i7 y - r y screened patio covered patio main garage closet dining garage kitchen O MIAMFDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may inunediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 6 of 6, prepared by PGT Industries, dated 2/16/98, with revisions 12/29/03 signed sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0305.02 and, consists of this page 1 and evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturers die drawings and sections. 2. Drawing No. 4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 6 of 6, prepared by PGT Industries, dated 2/16/98 with revisions dated 12/29/03 signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1969, dated 3/17/98, signed and sealed by Joseph C. Chan, P.E. 2 Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3740, dated 03/18/03, signed and sealed by Joseph C. Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by PGT Industries, dated 1/8/04, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to "E.I. DuPont DeNemours" for "Dupont Butacite R PVB" dated 02/15/01, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02 issued to "Solutia Inc" for "Saflex/Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 PGT INDUSTRIES NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated January 25, 1999, signed by Robert L. Clark, P.E. "Submitted under NOA# 99- 0204 -03" 2. Statement letter of no financial interest, dated January 25, 1999, signed by Robert L. Clark, P.E. "Submitted under NOA# 99- 0204 -03" G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0323.02 EXPIRES: 06/28/2006 + APPROVED: 06/28/2001 MIAMI- DADE.COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of • 1"x Heavy Wall - Aluminum Tube Clipped Mullion under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. 7 Raul Rodriguez Chief Product Control Division THIS IS '1' COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 1\ s045000I1pc2000 \ \templates\nodce acceptance cover page.dot Internet mail address: postmaster ®buildingcodeonline.com • Homepage: http : / /www.buildingcodeonline.com • PGT Industries 2 ACCEPTANCE No.: 01- 0323.02 APPROVED • ▪ JUN 2 8 2001. EXPIRES • ▪ JUN 2 8 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. . SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. • PRODUCT DESCRIPTION 2.1 The.1 "x Heavy Wall - Aluminum Tube Clipped Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No 6621, Sheets 1 through 6 of 6, titled "1" Heavy Wall Mullion Arrangement Detail ", prepared by manufacturer, dated 4/28/00, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp; with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either lx2x.375 (2 anchors) mullion, 1x2.75x.375 (3/4 anchors) mullion, 1x2.75x.650 (3/4 anchors) mullion or lx4x.375 (4/6 anchors) mullion, see corresponding table in approved drawings. 3.3 Window sizes and design pressures are to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies•of the following: 6.1.1 This Notice of Acceptance, with mullion option indicated. 6.1.2 The Notice of Acceptance of each door and/or fixed lite attached to mullion. 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installa on of this system i . ... Menu Prod Perez, P.E. Product C trol Division Examiner PGT Industries ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -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 Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPT CE Manuel ,' er- ' , P.E., Product Co 3 Produc . • ntrol Division 01- 0323.02 JUN 2 8 2001 JUN 2 8 2006 xaminer PGT Industries ACCEPTANCE No.: 01- 0323.02 APPROVED : JUN 2 8 200f EXPIRES JUN 2 8 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6621, Sheets 1 through 6 of 6, titled "1" Heavy Wall Mullion Arrangement Detail ", prepared by manufacturer, dated 4/28/00, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per SFBC, PA 202 -94 2) Large Missile Impact Test, SFBC PA 201 -94 3) Cyclic Loading Test, per SFBC PA 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. 2. Test reports on 1) Uniform Load Static Air Pressure Test, per SFBC, PA 202 -94 2) Large Missile Impact Test, SFBC PA 201 -94 3) Cyclic Loading Test, per SFBC PA 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. 3. Test reports on 1) Uniform Load Static Air Pressure Test, per SFBC, PA 202 -94 2) Large Missile Impact Test, SFBC PA 201 -94 3) Cyclic Loading Test, per SFBC PA 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0/00 configuration) mulled together with a lx 2 x %" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. C. CALCULATIONS 1. Engineering Structural & Anchor Calculations, prepared by manufacturer, dated 08/20/00, revised on 5/24/01, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. None. E -1 Produ• .ntrol Division z, P.E. Product Control :� finer • PGT Industries ACCEPTANCE No.: 01- 0323.02 APPROVED JUN 2 8 2001 EXPIRES JUN 2 '8 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTTED (For File ONLY. Not part of NOA.) E. STATEMENTS 1. Statement letter of conformance, dated March 16, 2001, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated , signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Reports No. FTL -2902, FTL -2903 and FTL -2975, issued by Fenestration Testing Laboratory, Inc., dated January 30, 2001, signed and sealed by Antonio Acevedo, P.E. F. OTHER 1. None. E -2 Produc ontrol Division , P.E. Product Controi xaminer GLAZING PRODUCT 4111111, 111111.1.1111 , TYP. MULUON GLAZING PRODUCT ertq GLAZING PRODUCT \.— GLAZING PRODUCT GLAZING PRODUCT T 1 1/ ` M1 MULLION ID GLAZING GLAZING PRODUCT PRODUCT ANCHORS: TYPED , C ' OR 'D' BOTH ENDS TYP. MULUON W =W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H ANCHORS: TYPED; C' OR D' BOTH ENDS NOTES: 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, 5 AND 6 GLAZING PRODUCT MULLION GLAZING PRODUCT H �2 1 H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR H 1 +H2 MULL LENGTH = W 2. WINDOWS MAY BE MULLED TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ANCHORS: TYPE. B; C' OR D' BOTH ENDS (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M1) AMA/ OPENING = H OR H 1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR WI +W2 MULL LENGTH = H1 al/pi Robert L. Qarr P.E. P.E. #39712 S1n1Cturtl W i_1_W2 I W W =W1 +W2 H = H1 +H2 INDUSTRIES 1070 TECHNOLOGY DRIVE H2 Revsd By: 1 Date: Drawn By: ANCHORS: TYPE 8 . C' OR . D BOTH ENDS P.J.P. H W2 WI +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE -SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = • W OR W1 +W2 +W3 M4) MAX OPENING = WI +W2 OR W2 +W3 MULL LENGTH = H1 • Chkd By: Date: oat 4/28/00 w W1 R avistons . BY PROD W3 j 2 !-1 APPROVED AS COMPLYING WMi THE SOUTH Pl S UttOtNG COO D i 2 8 _ 1 . ONTROL DIVISION BUI • CODE COMPLUNCE OFFICE ACCEPTANCE NO 01 6325 . 02 Description: 1" HEAVY WALL MULLION ARRANGEMENT DETAIL Serias/M odeh. Scots: Sheet: Drawing Na, • Rev. P.O. SOX 1529 NOKOMIS. FL 34275 NOKOMIS, FL J4274 MULLS 1 X 1 of 6 662 1 P.G.T. 1x MULLION MULLION CUP CUT FLANGES OFF OF MULL CLIP TO FORM A 'u = CHANNEL AND INSTALL AS SHOWN FOR 1 MULL MULL = j" MIN. 4_73 P.S.T. MUWON TYPICAL MULLION TO MULLION INSTALLAT1ON TYPE 'A" r _2" OR 4 "--1 MIN. 21 ayP), l MIN. I2" OR 4 "--1 •e • TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE "B': NOTE: 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IMPORTANT; . QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION .ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES ' (50 AS NOT TO 1NTERFFR£ WITH EACH OTHER) Viol) ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES 50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 11 /12 W000 SCREW (199/) MIN. 1 PENETRATION INTO W000 BUCK. ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 • P.C.T. 1x MUWON INDUSTRIES Robert L k. F.E. P.E. #39712 1070 N0K S TECHNOLOGY DR&E Str i thr T WOOD BUCK wood BUCK Rend 8y: 'Dote: Drawn 8y: P.J.P. Description: MIN. • TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C" r 2" OR 4 "•--{ I. • Chkd By (Date: Dote: 4/28/00 r 2" OR 4'--j TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE "0 ". Revisions: /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE /1 MIN t r TAPCON (246/) • • MIN. 1} PENETRAT1ON INTO CONCRETE OR BLOCK • • STRUCTURE. ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 /12 TAGGERED ON OPPOSITE' SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE /1 MIN. 1}" TAPCON (24■1) MIN. PENETRATION INTO CONCRETE OR BLOCK STRUCTURE ALL FASTENERS MUST BE DADE COUNTY .APPROVED. SEE NOTE /1 APPROVED AS COMPLYING W[TH THE SOUTH J U IT L D' t� DE DA BY n 11 PROD TC. OLDMSION . MIDI CODE COMPLIANCE OFFICE ACCEPTANCE NO. o /_C 3 a 7 A z 1" HEAVY WALL MULLION & CLIP INSTALLATION DETAIL Series /Model: Scale: Sheet: ()rowing No. Ray. P.O. BOX 1529 NOKOMIS, FL 34274 MULLS 1 X 2 er 6 6621 IMPORTANT; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'D FOR YOUR SPECIFIC APPLICATION. CUP LENGTH CHART FOR 1 x MULL MULL. SIZE 1 x 2 x 1 1 x 24 x J 1 x4xE 1 x 4 r2 . 8 1 L 8 4 1k 1f 1i vfS 1 4 MAX 1" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWC / 1099 MIN. FROM j ENDS (TYP) I I 8� I � ' A ' -1 1" MULL CLIP W/TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG if 1099 MIN. FROM ENDS (TYP) 14 MAX. 4 MAX. 1" MULL CLIP THREE (3) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MIN. FROM ENDS (TYP) I I 8 ' 1" MULL CLIP W /TABS REMOVED THREE (3) ANCHOR LOCATIONS EXTRUSION DWC # 1099 NOTE: `G t- OTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1317 /L 5 TXR , c 7 v • MIN. FROM ENDS (TYP) -14 MAX - MIN. J 1 4 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 8 MIN. FROM ENDS (TYP) I 1" MULL CLIP W /TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG if 1099 INDUSTRIES Revsd By: Date: Drawn By: P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 Chkd By: Series/Model: MULLS 14 MAX 1" MULL CLIP SIX (6) ANCHOR LOCATIONS EXTRUSION DWG / 1099 8 r ' Dote: Date: 5/21/01 Description: ANCHOR LOCATIONS Titre: 1" MULLION CLIP L 3 MIN. FROM ENDS (TYP) I I - ---- o ---� -- a- --o- 9 MIN. FROM ENDS (TYP) 1" MULL CLIP W/TABS REMOVED SIX (6) ANCHOR LOCATIONS EXTRUSION DWG /AM/ED AS COMPLYING 11TH THE SOUTH F'i,Q�tIQA BU8 NG CODE ,Jun 1 .e • Rev Scale: Sheet: 3x16. BY PRO • i T • 'TROL DIVISION BUILDING COOE CCMPUANCE OFFICE ACCEPTANCE NO. or —os7. z Drawing No. 6621 Rev. } a 0 3 i 4 1 8 1 1 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 8 21 32 1 x HEAVY WALL MULLS MAT'L: 6063 -T6 NOKOMIS, FL 34275 1 ie t// /rte-- INDUSTRIES Robert L, ark, PX1070 TECHNOLOGY DRIVE P.E. #39712 Revsd By: (Dote: Drown By: P.J.P. Chkd By: Date: Date: 5/22/00 Raman Description: 1 " HEAVY WALL MULLION PROFILES Serlea/Modet: Scots: Sheet Orvwiny No. MULLS 1 X 4 6621 P.O. BOX 1529 NOKOMIS, FL 34274 8 APPROVED AS COMPLYING WITH THE SOUTH RIDA BUILDING CODE ..� � UN ; i BY PRO' -• OLDMSION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO O 0321.82 Rev. 1x2.75x.375 3/4 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 1 MULL LENGTH IN INCHES 0 42 170 170 1701170 170 1701 170 170 170 1611 170 170 170 1541170 170 1501 170 170 1491170 170 149 170 170 1491170 170 1491 170 170 1491170 48 50.625 170 1661170 161 1 170 147;170 148 1351165 140 1261153 136 1211146 134 119;142 134 1181141 134 1181 141 134, 118; 141 134 1181141 54 60 1451152 1271131 1161116 1011107 1001100 96 1 96 93 1 93 92 1 92 92 1 92 921 92 63 131 112 99 1 99 90 1 90 84 84 80 1 80 77 1 77 76 1 76 76 1 76 76 1 76 66 1131113 97 1 97 85 1 85 77 1 77 72172 68 1 68 65 1 65 64 1 64 63 1 63 63 163 72 86 86 73 1 73 73 1 73 62 1 62 65 65 54 1 54 58 1 58 49 1 49 54 54 45 [ 45 50 42 1 42 48 1 48 40 1 40 46 1 46 38138 45 1 45 37 1 37 44 1 44 36 36 76 78 67 1 67 57 1 57 50 1 50 45 1 45 41 1 41 38 1 38 36 1 36 35 1 35 33 1 33 32 1 32 2424 19 119 84 54 154 45 1 45 40 1 40 35 1 35 32 1 32 30 1 30 28 1 28 27 1 27 26 1 26 90 43143 37 1 37 32 1 32 28 128 26126 24 1 24 22 122 21 1 21 20 1 20 96 36136 30130 26126 23123 21 121 19119 18118 17117 161 16 15115 - 1 " 108 25 1 25 21 1 21 18 1 18 16 1 16 " 1 - " I - - i - " 1 - " 1 - 111 23 19 1 19 17 1 17 15 15 - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - 144 - 1 - - 1 - - 1 - - 1 - - 1" "1 - 1" "I" "1 - _i_l_. 1 x2x.375 2 Anchors 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 OPENING WIDTH IN INCHES 50 155 129 115 94 67 58 50 38 32 30 24 19 1 6 60 142 116 100 81 58 49 43 32 27 25 20 16 70 130 100 134 107 91 73 51 44 38 29 24 22 17 80 130 102 85 68 47 40 34 26 22 20 16 ea 90 82 64 44 37 32 24 20 18 100 130 99 80 63 42 35 30 22 18 17 110 130 99 80 62 41 34 29 21 17 16 120 130 99 80 62 41 28 20 17 15 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 130 130 99 80 62 41 34 28 20 16 15 160 130 99 80 62 41 34 28 20 16 1. ,/ y// ,Z a-97 d39r7/Z • INDUSTRIES Revsd By: Vertical Mull I __Opening,l Width Mull Length Horizontal Mull Opening Width Mull ' Multiple Mulled Units \Opening Width Mull Length Date: Drawn Sr P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Chkd Sy: (Date: Dote: 4 /28/00 Description: PRESSURE CHARTS Tito: 1" HEAVY WALL MULLION Series/Model: MULLS Revlslons: Scale: NTS Sheet: 5 a(6 APPROVED AS COMPLYING VVRH Tti� SOUTH FLO RIDA BUILDING CODE : s BY ii .. . • � PROOye1 !• OLDMSIOi BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO. O 1 - O S z= .oz Drawing No. 6621 Rev. MULL LENGTH IN INCHES lx4x.375 416 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 • MULL LENGTH IN INCHES 0 42 170 170 170 170 170 170 170 1701170 170 1701 170 170 1701170 170 170 1701170 48 170170 170 1701170 1701170 1701170 1701170 50.625 170 170 170 170 170 1621170 170 1581170 170 1571170 1281170 170 1571170 1271170 170 1571170 1271170 170 1571170 1271170 54 1701170 1701170 170,170 169,170 60 1701 170 1701170 1541170 1431170 1361170 1311170 63 170 1591170 144 133 126 170 121 117 116' 166 116 116 66 1701170 1501170 1351 170 1251170 1171 166 1121156 1081150 1061145 1051144 105 144 72 1541170 1441170 1341170 1251160 1201165 1121140 1101148 1021126 1031136 95 1116 981127 90 1108 94 1120 86 1102 91 1115 83 1 98 89 1112 81 1 95 881111 79 1 93 76 78 1401170 121 1081129 99 1116 92 1106 87 1 99 83 1 93 80 1 89 78 1 87 75 1 84 84 1281138 1111117 98 1 102 90 1 92 83 ; 83 77 1 77 73 1 73 69 169 66 166 62 1 62 90 1121112 95 1 95 82 1 82 74 1 74 67 1 67 62 1 62 58 1 58 54 1 54 52 1 52 48 148 96 921 92 78 1 78 67 1 67 60 1 60 54 54 50 1 50 47147 44144 42 1 38138 25 125 108 64 164 54 154 47 1 47 42142 37137 34134 32132 30130 28128 11 59 50 43 38 34 31 29 27 26 23 144 27 27 22 22 19 19 17 17 15 1 15 - _ _ _ - " • • 1x2.75x.650 OPENING WIDTH IN INCHES 314 Anchors 50 60 70 80 90 100 110 120 130 160 42 ' 7 I I I 4170 170 { 170 170 4170 170 170 170 170 170 1 0 170 1701170 170 4170 48 1701170 1601170 1481169 1411161 1381158 1371157 1371157 1371157 1701157 1701170 1704170 1701157 50.625 166 148 136 129 125 123 123 123 154 123 54 152 1351155 1241142 1161133 1121128 1091125 1081124 108 108 1081124 80 1331152 1171 134 1061122 99 1113 94 1107 90 1103 88 1101 88 1100 88 1100 88 1100 63 1251143 110 99 114 92 105 87 99 83 95 81 93 80 91 80 91 80 91 66 1181135 1031118 93 1107 86 97 81 90 77 f 85 75 182 73 80 73 79 73 1 79 72 106 92 1 92 81 1 81 73 1 73 67 1 67 63 1 63 60 1 60 58 1 58 56 1 56 56 1 56 76 91 j 91 77 1 77 68 68 61 1 61 56 1 56 5 1 52 49 1 49 47,147 46 46 45 1 45 78 84 71 171 63163 56 51 1 51 48148 45145 43143 42142 40140 84 67 1 67 57 1 57 50 1 50 44 44 40 1 40 37 37 35 1 35 33 1 33 32 i 32 30 1 30 90 54154 46146 40140 36136 32132 30130 28128 26126 25125 23123 96 44 38138 33 29 26 24124 23123 21 121 20120 18118 108 31j31 26126 23123 20120 18118 17j17 15j15 - j - - I I 111 29 1 29 24 1 24 21 1 21 18 1 18 17 17 15 1 15 - 1 I i 144 _ NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. s-AA 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ,t C.. C?t Aie tc $Y7 /L T INDUSTRIES Rend By: Date: Drawn By P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS FL 34274 Vertical Mull (_Opening_] Width Mull Length Horizontal Mull Opening Width Mull Length Multiple Mulled Units \Opening Width Mu!! _Length Chkd By. Date: Date: 4/28/00 Revisions: PRESSURE CHARTS Tttte: 1 " HEAVY WALL MULLION Serf.a/Model: MULLS Scat.: NTS Sheet: 6 of 6 APPROVED SOUTH g AS COMPLYING 1NTTH THE L 9 J1 BUILDING CODE OA • BY d, /._ .. ._� PROD •• - • • •LOMSION BUILDING CODE COMPLIANCE OFFlCE ACCEPTANCE NO. 0 ° 3 1 1 ' ° 1 Drawing No. 6621 Rev. MULL LENGTH IN INCHES M I A M I•DADE A PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0417.04 EXPIRES: 11/22/2006 APPROVED: 09/06/2001 11x04500011pc2000 1\cemplaces\nodce accepance cover page.doc Internet mail address: postmaster @buildingcodeanline.com MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING sECrION (305) 375.2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375.2966 FAX (305) 373.2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Series SWD -101 Outswing Aluminum French Door - Impact under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL • CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com • Vinyl Tech/Progressive Glass Technology. ACCEPTANCE No.: 01- 0417.04 APPROVED : September 06, 2001 EXPIRES : November 22, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises and renews the Notice of Acceptance No. 99- 0128.01, which was issued on February 18, 1999. It approves an outswing aluminum French door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series SWD -101 Outswing Aluminum French Doors - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 971, titled "French Door XX, X" Sheets 1 through 4 of 4, prepared by manufacturer, .dated 02/16/98, with revision C dated 1 -22 -99 and last revised on 04- 13 -01, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit application of pair of doors and single door only, as shown in approved drawings. Single door unit shall include described in the active leaf of this approval. 4. INSTALLATION 4.1 The outswing aluminum French doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Ishaq 1. Chanda, P.E. Product Control Examiner Product Control Division 2 Vinyl Tech/Progressive Glass Technology. ACCEPTANCE No.: 01- 0417.04 APPROVED : Scntembcr 06, 2001 EXPIRES : November 22, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -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) lithe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. 154a� . LLA �.I� Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 Vinyl Tech/Progressive Glass Technology. ACCEPTANCE No.: 01- 0417.04 APPROVED : September 06, 2001 EXPIRES : November 22, 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For Filling Purpose only. Not part of NOA) A. DRAWINGS (transferred from file #99 - 0128.01) 1. Manufacturer's die drawings and sections. 2. Drawing No 971, titled "French Door XX, X" Sheets 1 through 4 of 4, prepared by manufacturer, dated 02/16/98, with revision C dated 1 -22 -99 and last revised on 04- 13 -01, signed and sealed by Robert L. Clark, P.E. (Note: The latest revisions consist of addition of 2 -point lock hardware only) B. TESTS (transferred from file #99 - 0128.01) 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1973, dated March 19, 1998, signed and sealed by Gilbert Diamond, P.E. 2. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2241, dated January 14, 1999, signed and sealed by Gilbert Diamond, P.E 3. Additional test report on (submitted for hardware revision qualification) 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2612, dated September 29, 2000, signed and sealed by Aldo P. Gonzales, P.E I sla I- c_ Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division E -1 Vinyl T• ech/Progressive Glass Technology. ACCEPTANCE No.: . 01- 0417.04 APPROVED : September 06, 2001 EXPIRES : November 22, 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For Filing purpose only. Not part of NOA) C. CALCULATIONS (transferred from file #99 - 0128.01) 1. Anchor Calculations, prepared, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 1212.04 issued to E. I. DuPont DeNemours. for "Butacite PVB ", dated 02/15/2001, expiring on 12/11/2005 2. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex /Keepsafe Maximum ", expiring on 05/21/06 3. Notice of Acceptance No. 98- 0728.05 issued to Solutia, Inc. for "Saflex MG PVB PolyVinyl Butryal interlayer ", dated 08/27/98, expiring on 05/21/01. (transferred from file #99 - 0128.01) 4. Notice of Acceptance No. 96- 0527.01 issued to Monsanto Chemical Co. for "Laminated Glass with Saflex PVB Iinterlayer", dated 01/09/97, expiring on 01/09/00. (transferred from file #99 - 0128.01) E. STATEMENTS (transferred from file #99 - 0128.01) 1. Statement letter of conformance and "No financial interest ", dated April 20, 1998, signed by Robert L. Clark, P.E. 2. Letter of compliance, dated March 23, 1998, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. 3. Letter of compliance, dated January 15, 1999, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. 4. Meeting Summary dated January 26, 1999, issued by BBCO. 5. Revision request letter dated April 13, 2001, issued by PGT Industries, signed by Robert L. Clark, P.E. F. OTHER (transferred from file #99 - 0128.01) 1. This revises and renews the Notice of Acceptance No. 99- 0128.01, which expires on November 22, 2001. 2. Manufacture's "Quality Operation Procedure ", submitted per meeting summary dated January 26, 1999. 3. Notice of Proposed Action Product Removal, dated December 28, 1998, issued to Vinyl Tech / Progressive Glass Technology intending to remove NOA No. 98- 0506.02 for their Series SWD -101 Outswing Aluminum French Door, approved on 10/22/98 and expiring on 10/22/01. This document was canceled on 01/21/99. 4. Glazing complies w/ ASTM E- 1300 -98. E -2 � sk4ej 1. do. Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division 7 1/2' 95.750 MAX. 2 POINT \\ LOCK { OPTION • 37.500 ' 13" MAX. ON CENTER TYP. HEAD do SILL 1 7 1/2" 5 1/2" 13.5' 13.5' TYP. MAX. 5 1/2" SEALANT ON FRAME CORNERS & PANEL CORNERS 7 1/2' 95.750 AAX 7 1/2" --I C 2 POINT LOCK OPTION \ \ L._ 13" _I MAX. ON CENTER TYP. HEAD do SILL XX 71.750 v rift Robert L. Clark, P.E. P.E. #39712 Structural 7 1/2" --I 7 1/2' � 1/2" 13.5' Revisions: 0) added 2pt. lock info Mcterfat 13.5" TYP. MAX. 5 1/2" Roved Oats: Chkd Dots 0.8. 11/17/00 Drown D. B. � te 2/16/98 SEALANT ON FRAME CORNERS do PANEL CORNERS LARGE MISSLE IMPACT DOORS 1. .401/.464 LAMINATED W/INTERLAYER (MONSANTO OR DUPONT) 2. CONFIGURATIONS: X. XX .3. DESIGN PRESSURE RATING: 3a) .464 LAM.: +75 P.S.F. —75 P.S.F. .3b) .401 LAM.: +60 P.S.F. —60 P.S.F. 4.) ANCHORS: MAX 7 1/2' FROM CORNERS (HE4D do SILL) MAX. 5 1/2' FROM CORNERS (JAMB) MAX. SPACING AT HE4D & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -2241 7.) FOR LOCKING ASSEMBLY OP170N — SEE SHEET 3 OF 4 Thal ter- ttelesi Nett Frxtia+e t 1/64 Dxknol .003 f Mgebv: t 1' Serks/Model: SWD -101 Description: 1070 Technology Dr. Nokomis, Fl. 34275 French Door — X, XX POT NO: VENDOR NO: Scale: Sheet: Ix 1 014 . P RODUCT..RE.IMNED ACCEPTmice i4 !.(2'17" G 4 Yi ..° E7tP1RAl oii.OA'T`E. 1ro. 4c02 b • gxS5PLICr odrfr bt sboc4 . latiLDIS 3 rno .Co Cg MICE Drawing No. 971 INDUSTRIES Rev-. D 95.750 93.625 .489 EXTERIOR ROUGH - OPENING 4.000 4.000 SEE SHEET 3 FOR ANCHORS 0 0 0 .250 MAX. SHIM SPACE ROUGH OPENING 3.000 O ., 1.272 1.750 0 1I S f 84 3/4" DAYLIGHT OPENING 1.489 Imo— 3.000 --� MAX. SHIM .250 SPACE 1.479 t VERTICAL SECTION INTERIOR .250 MAX. SHIM SPACE 1 ROUGH OPENING 34.625 7YP. BOTH PANELS ACTIVE PANEL. 25" DAYLIGHT OPENING 7t RobirtClark,P.E P.E. #39712 Structural d 71.70 EXTE4IOR w iry 1 HORIZONTAL SECTION Material: INTERIOR Revisions: D) .added 2 pt. lock info Raved 8y. rate: D.B. + 11/17/00 Drawn By: D.B. Chkd By: I Date. Dat 2/1 INACTIVE PANEL, Toiernnees Lti Ayer Nets* F .0 11/64 Deelnal 400 t Mgukr. t 1' Serbs/Mods1: SWD -101 PG' NO: VENDOR N0: • 1070 Technology Dr. Nokomis, Fl. 34275 Description: . • French Door — Elevations Saab: 250 M SHIM SPACE ROUGH OPENING 1.480 PRODUET.RENWED ACCEPTANCB . � I — 0tili' O LI . EJ�IR1ITION DA I't; � E'4 *E zZ B;, 1s L-A%:■Sc• .. u�a+o° fob C n th . • INDUSTRIES Sheet: Drowtng No. 2o'4 ; : 971 RaJ: 3 POINT LOCK ASSY. 2 POINT LOCK ASSY, • 1/8 ANN. .090 ssreaar 3/16 ANN. — .401' LAM. W /MONSANTO SAFLEX PYB INTERt AYFR OR .401' LAM. W/DUPONT BUTALITE INTERLAYER SEE JIOTE 3 ON SHEET 1 DESIGN PRESSURE RATING: ±60 Dsf, Revision: 0) added 2 pt. lock info Motional: Roved By rota: 1°-- Robert 11/17/00 Robert L. Clark, Plk,rn Br . RR. #39717 D.B. .250 MAX. SHIM � — — 3.000 ----I SPACE Chkd By: rata: Data: /1 Toi rcee Lh1ea! Note Froe6ane t 1/64 Ds .0' Malian t 1' Berke/Model: SWD -101 Deecrtption: French Door — PDT NO: VENDOR N0: 3/16 ANN. .090 seos.oat 3/16 ANN. 1070 Technology Dr. Nokomis, Fl. 34275 .250 I MAX. SHIM f — 3.000 SPACE 1.489 .464' LAM. W/AIONSANTO SAFLEX PVB INTFRLAYER OR .464' 1 AM. W/DUPONT BUTAI ITP *VW IYFR SEE NOTE 3 ON SHEET 1 DESIGN_PRESSURE RATING: t75 psf, pRt?Dt3Ct RENEWED nccerr�lc5c "t4o. _ 0,04i', • 0 4 EXPIRATION DATE .NO MdER 22J20D6 Di I SIn , 4 1. • • Ex loded /Glazinq Scala: Sheets Drawing No. 3o14 971 INDUSTRIES • . ' . : '' - . • • : • ': .. 4 • ... ITEM DESCRIPTION V.T. # QTY./DESCRIPTION VENDOR VENDOR # 1 DOOR HEAD/S1LL 60375 ALUMAX AF-10375 2 DOOR JAMB (HINGED) 60376 ALUMAX • AF-10376 3 DOOR ASTRAGAL 60377 ALUMAX AF-10377 4 .250 x .187 RNSEAL STRIP 67924G 8 (2/each door top & bot. rail) SCHLEGEL CORP. F57924-187 5 DOOR W-STR1P CHANNEL 60379 ALUMAX AF-I0379 6 FRAME JAMB 60380 ALUMAX AF-10380 7 FRAME HEAD 60411 ALUMAX AF-12376 ?. • :1-:-'. 8 GLAZING BEAD (ROLL FORM) 65170 FLORIDA SCREEN .771 ..: ifi PO' • . • I . ■ ..... - r 2 9 OLITSWING THRESHOLD 61069M ALUMAX AF-12375 yr TAPCON ® W. - -.ON .......• dila TYP. HEAD .31.1 MAX. 2 . w000 /12 ammo . ® rdig i EN TYP. HEAD __r a . 10 5/16x18 THREADED RO0 6TRODA 4 1/door top & bot. rail) FASTEC INDUSTRIAL 11 TRUSS CLAMP 60378M 8 2/ea. door top & bot. rail ALUMAX AF-10378 12 5/16x1/16 TRUSS WASHER 7WASHA 8 2/ea. door top & bot. rail FASTEC INDUSTRIAL 13 5/16x18 TRUSS NUT 7JNUTA 8 2/ea. door top bot. rail & FASTEC INDUSTRIAL 14 FRAME SCR. COVER CAP 41722W PGT INDUSTRIES 41722W 15 STRIKE PLATE 7955X CAMCORP ' PGT INDUSTMES 41721 16 STRIKE PLATE INSERT 41721 17 10x3/4 SCR. FLT. HD. PHIL 71034A MERCHANTS FASTENER ) 1 Lao UK 2 x MOO BUCK —1 ISO I • • 18 HINGE ASS'Y. 7FRMOW 6 frame iambs) NATIONWIDE IND. 19 10x. 625 FLT. HD. PHIL 71058FP . 13 26 6/hinge - hinge-door jamb MERCHANTS FASTENER 20 1Cx1/2 FLT. HD. PHIL. 710X12PPW 30 5/hinge &hinge- frame iamb MERCHANTS FASTENER • 21 TOP/BOTT. SLIDE BOLT LOCK 4 2 1 0 top/bot. of I.h. astragal PGT INDUSTRIES 41720 22 6x1/2 FLT. HD. PHIL 7612FW 4 2/slide bolt locks) MERCHANTS FASTENER • 23 8x1 1/2 SCR. PN HD. QUAD. 78112A 12 (6/head & sill) FASTEC INDUSTRIAL 24 SEAM SEALER 6SM55W . SCHNEE MOREHEAD SM5504 25 LOCK SUPPORT ASS'Y. 4UBLOK 3 ( 1 Aock) PGT INDUSTRIES 4UBLOK 26 6x3/4 FLT. HD. PHIL. 7634F 6 ( lock support ass.) FASTEC INDUSTRIAL 27 .200 x .190 QLON 6Q200K 6.300W FD3PTAY 5 1/astragals,fr. iambs & head) 4 1 astro • als & ra .1. - '• nbs 1 0 r.h. astra • al SCHLEGEL CORP. SCHLEGEL CORP. OUSTRIES Q200X190 Q375x190 FD3PTAY lialii IA ..t ....**?' 28 .375 x .190 QLST I 29 3 POINT LOCK ASSY. .. i . - ....:. i lti :.. • • 3 3 0 1 L L2 C CK K ( ( A D C U T1VE MMY) 7LOKAP 7LOKIP 1 0 r.h. astra • al 1 0 r.h. astragal HARLOC HARLOC 100 880 32 DEAD-BOLT LOCK 7BLTIP 1 0 r.h. astragal HARLOC 820 1,..A. la 1 . . AIN ••••%.;::: H.P.G. 34 SILICONE 62899C DOW CORNING 899 ,. • 35 ' #12 Ph. Pn. SMS de -1 1- 1/4' WOW ' ' ® .11.1 1 X 10:700 WK. BUCK TYP. JAMB TYP. JAMB 36 1/4'' TAPCON 37 .401 LW. W/DUPONT H.P.G. 38 .434 LAM. WZDUPONT " H.P.G. . H.P.C. x 39 .4-54 LAM. W/MONSANTO 40 2 POINT LOCK ASSY. 1 0 r.h. astragal) PGT INDUSTRIES 41 #8 x .75 Ph. FI. Tek 7834FPT SPENCER PRODUCTS I x 112 P TYP. S11.4 07 Robert L Clarlc, P.E. RE #39712 Structural Revision.: 0) added 2 pt. lock info Material: Roved 9y Data Chkd By: Date: D.B. 11/17/00 . Drawn By: D.B. Dots: 2/16/98 1ktklatttleati8252t D. Frocilo a me .0 / 1/64 • Deana * Minden t 1' Serfee/Uadel: SWD-101 Description: French Door — Anchorage / B. 0. PGT NO: 1070 Technology Dr. Nokomis, FI. 34275 VENDOR NO: Seale: ( Sheet: Drawing No. 40f4 971 INDUSTRIES Rev: D PRODUtT . ExrrawnctiFDA By S ; 0, 4 %.u..U. Lti="613..MS4pPlYTE MIA MIOADE • 3UILDING CODE COMPLIANCE OFFICE (BCCO) 'RODUCT CONTROL DIVISION '1OTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 'GT Industries '.0. Box 1529 lokomis, FL 34274 ;COPE: his NOA is being issued under the applicable rules and regulations governing the use of construction materials. he documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted v the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by :e Authority Having Jurisdiction (AHJ). `us NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control ;vision (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to we this product or material tested for quality assurance purposes. If this product or material fails to perform in e accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately yoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or iterial fails to meet the requirements of the applicable building code. us product is approved as described herein, and has been designed to comply with the High Velocity Hurricane )ne of the Florida Building Code. ESCRIPTION: Series "PW- 701" Aluminum Fixed Window - Impact PPROVAL DOCUMENT: Drawing No. 4214, titled "Aluminum Fixed Impact Window ", sheets 1 through 4 4, prepared by manufacturer dated 02 -16 -98 and Last revised on 09 -09 -02, signed and sealed by Robert L.Clark, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and )iration date by the Miami -Dade County Product Control Division. ISSILE IMPACT RATING: Large Missile Impact Resistant 1BELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and lowing statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. N EWAL of this NOA shall be considered after a renewal application has been filed and there has been no .nge in the applicable building code negatively affecting the performance of this product. :RMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the serials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any duct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply h any section of this NOA shall be cause for termination and removal of NOA. )VERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall lone in its entirety. iPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors shall be available for inspection at the job site at the request of the Building Official. NOA revises and renews NOA # 99- 0218.01 and, consists of this page 1 as well as approval document itioned above. submitted documentation was reviewed by Ishaq I. Chanda, P.E. • r� NOA No 02 -0716.03 .' Expiration Date: :October 03, 2007,z } Appoval Date: October 03, 2002 t " 1 1/4" TAPCON (SEE NOTE 1) 1/4" MAX. TYP. HEAD, SILL JAMB 1 1/4" MIN. INSTALLATION OF 1 x WOOD BUCK TO SUBSTRATE TO BE ENGINEERED SEPARATELY. NOTES: 1. USE MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL— 1971 /r #14 PANHEAD 0/ Robert L Clark. P.E. PE /39712 Structural 1/4" MAX. 1 1/2" MIN. TYP. HEAD. SILL JAMB INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Revsd By: F.K. Rend BY F.K. Rend By: F.K. Revsd By F.K. Rend By: F.K. Revsd By: D.B. Dro By: 0.8. Description: rtie: . . a . zkel a • n Cate: 9/9/02 Date: 8/13/02 Date: 7/10/02 Date: 5/9/02 Date: 11/6/01 Dote: 1/29/99 Date: 2/16/98 ANCHORAGE INSTALLATION OF 2 x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BLDG. OFFICIAL. Revisions: F —CNG SCREWS TO /14 Revisions: E —CNG BUCK NOTES Revisions: 0 —NO CNG MIS SHT Revisions: ADD 1/4 TAPCON & NOTE Revisions: TB & NOTES Revisions: ALUMINUM FIXED IMPACT WINDOW Series/Model: Scale: Sheet PW -701 NTS 4 er 4 PRODuCTASVIS eeln{ tft! foED . - e Fhd Adespw -t4. CZ— o tailin0.s Date tx q- y 1S4 . 1 . CLAv4801 Mel Deft Milli Gard 111111is Drawing No. 4214 Rev: MAX. HEIGHT 1 EXTERIOR 2.784 0 0 MAX. DAYLIGHT OPENING = WINDOW HEIGHT — 3" VERTICAL SECTION HORIZONTAL SECTION 0 3/16" HEAT STRENGTHENED 0 4 EXTERIOR co • /vX 7// Robert L Clark. P.E. PE 1139712 Structural .13J MAX. DAYLIGHT OPENING = WINDOW WIDTH — 3" MAX. WIDTH .090 !NTERLAYER (SAFLEX BY SOLUTL4 OR DUPONT W /BUTACITE) a 7/16" GLASS BITE 1070 TECHNOLOGY DRIVE NOKOMIS. Fl- 34275 P.O. BOX 1529 NOKOMIS. FL 34274 3/16" HEAT STRENGTHENED Rand By: F.K. Rend By: F.K. Revsd By: F.K. Revsd By: F.K. Revsd By: F.K. Revsd By D.B. Grown By. D.B. Title: EXTERIOR PW -701 DatO 9/9/02 ()ate: 8/13/02 Dote: 7/1 %2 Date: 5/9/02 Date: 11/6/01 Oate: 1/29/99 2/16/98 ta- GLAZING DETAIL: 7/16" LAMINATED GLASS Revisions. F —NO CHG THIS SHT Revisions: E —CHG INTERL. & DESIG. Revisions: D— REMOVE TEMPER OPT Revisions: ADD TEMPERED GLASS Revisons: TB & GLAZING DET. Revisions: Description: SECTIONS & GLAZING DETAIL ALUMINUM FIXED IMPACT WINDOW Series/Alodel: Seate: Sheet: Ora.ing No. 2.784 rRODt1CT REVISED ampyi.i.w & Florida 1` Aewpooseofi.OZ - oW: robotism Dols . z.ec7- Muni cab.i Whim NTS 3 e' 4 4214 Res. F COMPARATIVE ANALYSIS TABLE 1. FTL -1971 DESIGN PRESSURE RATING FOR GLASS TYPE - 7/16" LAMINATED (3/16 "HS,.090 ",3/16 "HS) WINDOW. WIDTH WINDOW HEIGHT 76.000 78.000 80.000 84.000 90.000 96.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 41.000 -90.0 90.0 -90.0 90.0 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 90.0 42.000 -90 0 90.0 -90.0 90.0 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -89.3 89.3 43.000 -90.0 90.0 -90.0 90.0 -90.0 90.0 - 90.0 90.0 -89.7 89.7 -86.5 86.5 44.000 -90.0 90.0 -90.0 90.0 -90.0 90.0 - 90.0 90.0 -87.3 87.3 -84.0 84.0 45.000 -90 0 90.0 -90.0 90.0 -90.0 90.0 -88.1 88.1 -85.2 85.2 -81.8 81.8 46.000 -90.0 90.0 -90.0 90.0 -90.0 90.0 - 86.7 86.7 -83.3 83.3 -79.8 79.8 - 47.000 -90.0 90.0 -90.0 90.0 -87.8 87.8 -85.2 85.2 -81.6 81.6 -77.3 77.3 48.000 -90.0 90.0 -87.9 87.9 -86.3 86.3 -83.6 83.6 -79.9 79.9 -74.8 74.8. 96" MAX. WINDOW HEIGHT 93" MAX. DAYLIGHT OPENING 6 1/4" MAX. 48" MAX. WINDOW WIDTH 45" MAX. DAYLIGHT OPENING lei F LARGE MISSILE IMPACT WINDOWS 1.) GLAZING DETAIL: 7/16" (.454) LAMINATED GLASS CONSISTING OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 !NTERLAYER OF SAFLEX PVB BY SOLUTIA OR DUPONT WITH BUTACITE AND 3/16" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: "0" 3.) DESIGN PRESSURE RATING: SEE TABLE 1. 4.) ANCHORAGE: (SEE EMBEDMENT DETAIL SHT. 4 OF 4) MAX. 6 1/4" FROM EACH CORNER (HEAD & SILL) MAX. 6 .3/4" FROM EACH CORNER (JAMBS) MAX. 0.C. AT HEAD & SILL = 17" W/ 1/4" TAPCONS A MAX. 0.C. AT HEAD & SILL = 13" W/ #14 SCREWS MAX. O.C. AT JAMBS = 13 1/4" W/ 1/4" TAPCONS MAX. 0.C. AT JAMBS = 11 1/4" W/ #14 SCREWS 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -1971 7.) INSTALLATION OF 1 x OR 2x BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICE. 13 1/4" MAX. O.C. W/ TAPCONS F 11 1/4" MAX. D.C. W/ #14 SCREWS ___ 6 3/4" MAX 17" MAX. O.C. W/ TAPCONS 13" MAX. 0.C. W/ #14 SCREWS Rooe-t L. Clark. P.E. PE iis712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Revsd By F.K. Revsd 13y: F.K. Revsd By F.K. Revd Ety: F.K. Revsd By F.K. Revsd By: D.B. Drown By: D.B. Description: ELEVATION Title: ALUMINUM FIXED IMPACT WINDOW Series/Model: PW -701 Dote: 9/9/02 Date: 8/13/02 Dote: 7/10/02 Dote: 5/9/02 Date: 11/6/01 Dote: 1/29/99 Date: 2/16/98 Scale: NTS Revisions: F -RENSE ANCHORS SPACING Revisions: E- REVISE ANCHORS & NOTES Revisions: D- REMOVE TEMPER OP" Revisions: C - ADO COMP. ANAL. TABLE Revisions B -TB & ADD EXTR. Revisions: Sheet: 1 of 4 Paeotic t aivicro = x, 02 -07!` • 03 r.z*. � � - A O�i! ► f�e4 co�r�f Drowinq No. 4214 Rev. ITEM 1 2 3 DESCRIPTION V.T.# QTY. /LOCATION VENDOR VENDOR NO. Frame Head & Sill 612241 1 ea. Alumax AF -12241 Frame Jambs 612242 2 Alumax AF -12242 .688 x .500 Channel Glaz. Bead 6533402 4 Alumax AF- 533402 Seom Sealer 6SM55W Schnee — Morehead SM5504 4 5 Closed Cell Foam Tape 6 V8 x 1.000 Ph. Pn. SMS 7 8 9 10 Silicon Back bedding 62899C Dow Corning 899 7/16" (.454) W /SOLUT1A PVB INTERLAYER 1 H.P.G. 7/16" (.454) W /DUPONT PVB INTERIAYER 1 H.P.G. 116 x .875 Ph. FI. Self —tap 7PWSW Bead screws. 2 1/2" from end, 20" centers Fastec .874 .062 2.784 . 688 0 FRAME HEAD & SILL 6063 —T5 ALUM. 61308 4 (between bead & glass) 781PQA 8 (Frame Assy. screws) Robert 1.. Clark, P.E. PE 139712 Structural .312 2.784 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 --►i -.312 . 8 7 4 H O FRAME JAMB 6063 —T5 ALUM. Revsd t3y F.K. Revsd Hy F.K. Revsd By: F.K. Revsd By: F.K. Revsd BY: F.K. Revsd Ely: 0.8. Drawn El D.8. series /Model: PW— 701 .688 Date: 9/9/02 Date: 8/13/02 Dote: 7/10/02 Dote: 5/9/02 Dote: 1 1/6/01 Dote: 1/29/99 Oote: 2/16/98 Stik —Il Merchants Fosteners 1 .688 Revisions: F —NO CHG THIS SHT Revisions: E —ADD DIM., ORIENT. Revisions D —NO CHG THIS SHT Revisions: NO CHG THIS SHT Revisions: TB & ADD EXTR. Revisions: 1308 --� �- .062 - .500 GLAZING BEAD 6063 —T5 ALUM. PRODUCT WSSEa me wiplyies grid ttae it AU Cede Acre be /1• 63 [yinlea OMr 2 oar aa - b 154I • ZIAwc -. MWM a.tle rtl wtM and labia Description: EXTRUSION PROFILES & B.O.M. Titre: ALUMINUM FIXED IMPACT WINDOW Scale: Sheet: NTS 2 of 4 Drawing No. 4214 Rev: F APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM #12 OR #14 SCREWS uuunn 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: APPROVED WOOD BUCK LE ;S THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) Inm�►iinla 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 11/4 " MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK APPROVED WOOD BUCK • 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM --I r - #12 OR #14 SCREWS I J T— 'll•.uu1�1••. •fir. - �,I �f •: ' 1/4" MAX. SHIM -j t- 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. 1 1/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK 'LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 11/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2".THICK Approved as complying with the Florida Bu ding ode Date Z NOAH Miami Dade Product Control Div By 3/rzr /v3 Brad By F.K. Bend By R...d By F.K. WILL 3/17,x7 Wu: o.k WK 12/17,02 A R.NMVU: Ch.:►.d o, ADDED #14 SCREW OPTION 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Uetrn Or"pac ANCHORAGE DETAILS Taw ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS 11 a 11 o,M,s 7045 -8 w.: A Lucas A. Turner, P.E. PE 1158201 Mechanical PARTS LIST ITEM 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 DWG # 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 PGT. # 781PQA 78IPQA 67017K 78X78P1'SMS 7858ZA 710x12FP 6TP247 6163K 61635K 60976 78x121'S'FW /B 67004 712XIPPT 711573 7FLDHD DESCRIPTION MAIN FRAME - HAD, SILL& JAMBS 48 X 1 QUAD PH SMS FRAME CORNER KEY 1/2"X 1/2"X1/8" CLOSED -CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS 48 X I QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI - POINT LOCK LOCK SUPPORT PLATE 410 -24 X .562 PH. PN. TYPE F MULTI-LOCK KEEI'ER (R.H. & L.H.) 48 X .875 PH. PN. SMS TIE. BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 48 -32 X .375 PH. PN. TYPE B STUD BRACKET (L.H. & R.H.) 48 X 5/8° FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) 410 X .500 PH. PHL. 5/16" LAMINATED (I /8A & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (! /8HS & 1 /8I1S GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/I6A & 3 /I6HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16IIS & 3/16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16 ") GLAZING BEAD (7/16 ") VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND SETTING BIACK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTI I SCREEN SPLINE - SERRATED CASEMENT SCREEN CUP 48 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASS'Y.'IUBE 412 X 1" PH. PHI1. TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T -I INDLE KNOB FOLDING HANDLE PARTS LIST CONT. ITEM 73 74 75 80 81 82 83 DWG # 7025 7016 7005A 1155 7010 7007 PGT. # ' 70834A 781 PQA DESCRIPTION MAXIM SINGLE LOCK SINGLE LOCK KEEPER 48 X .750 QUAD PN SMS FIXED WINDOW FRAME - HEAD, SILL & IAMBS 88 X 1 QUAD PN SMS FIXED FRAME CORNER KEY INSTALLATION HOLE COVER .706" 1 .865" .050" 0 5/16" GLAZING BEAD MAIL: 6063 —T6 DWG# 7036 .523" --- I r— 1 .050" .865" j 7I16" GLAZING BEAD MAIL: 6063 —T6 DWG# 7042 .040" .423" 1.000" 0 CASEMENT SCREEN FRAME MATL: 6063 —T6 DWG# 7006 .125" --- .062" --c 993" F` .289 " .040" °INSTALLATION HOLE COVER MATL: 6063 —T6 DWG# 7007 1.124 "x — , .093" °CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 —T6 DWG# 7004A 1 2.701" Approved as eoreplylng wkk tke Florida Bu Ing Date / NOAB — Mlaal Dade Product Control Div By Render F.K. R.rad ay: a..." er. F.K. or.: 3/17/03 Or: Oar: 0.M' 12/17/02 a..ron: A R.rlalv": Rs vision, a4Ji.J 1, NO CHG THIS SHEET : 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 POT Visibly Better PARTS LIST & EXTRUSIONS raw ALUMINUM CASEMENT WINDOW, IMPACT �.+..�.at w".. ] 10 • 11 7045 -8 A CA -740 NTS Lucas A. Tumor, P.E. PE 458201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS .(2) PER CORNER #12x1 PH TEK SMS 13" MAX. (D.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS . 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "O" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME SIDE RAIL SASH FRAME TOP OR BOTTOM RAIL 1.159 " ---- 2.139" O SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A FRAME HEAD, SILL, JAMB MATL: 6063 -T6 " DWG# 7002A 2.854" .062" NOM. 3.544" .062" NOM. I -- 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A 1- 2.784" Approved as eomplyiag with the Florida BaidlaQCode • Date NOAH Miami Dade Product Coattail ' Di / B r . 3/2/0,3 1 2.919" Roved By: F.K. Rand ay: Rowed ay. ar... ar• F.K. O.r.: 3/17/03 Dor an: ern: 12/17/02 R.ri.bn.: A N.r"b": Chodtscl By REVISED FRAME ASS'Y DETAIL SCREW SPACING Maw 1070 TECHNOLOGY DRIVE NOKOMIS. PL 31275 P.O. BOX 1529 NOKOMIS. FL 31274 I T Vtribly !letter EXTRUSIONS & ASSEMBLY DETAILS raw ALUMINUM CASEMENT WINDOW, IMPACT CA-740 sow: a+.� NTS 9 - 11 Onswev 7045-8 A Lucas A. Tumor, P.E. PE 1158201 k edunlcal • MAX. HEIGHT (SEE SHTS. 2 & 3) VERTICAL SECTION OPERABLE UNIT MAX. VENT DAYLIGHT O OPENING O (SEE SHT. 2) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 9 OCD HORIZONTAL SECTION - XOX 0 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) L I. I MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - X 1.11 itirs' A , ii , . MAX. VENT DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE SHT. 2) HORIZONTAL SECTION - XX REFERENCE "XO' & "XOX" FRAME ASSEMBLY DETAIL, SHEET 9 "-REF REFERENCE "XX" FRAME ERENCE ASSEMBLY DETAIL, SHEET 9 mm Approved as co.plyiq viitb the Florida Date 0 NOAH Miami Dade Product Coatrel Head By: F.K. R.ad By R.nd By: Oran By F.K. Maw 3/17/03 R.d.biu: A 0.I.: Oar: 0.1.: 12/17/02 NO CHG THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34774 �T Visibly Better B..oFb� SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT ra.".nslr CA-740 ar.� sn.re NTS I 8 11 I 7045 -8 A Lucas A. Turner. P.E.• PE *58201 Mechanical COMPARATIVE ANALYSIS TABLE 11.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS "XOX" VENT FIXED WIDTH WIDTH WIDTH 69.264 86.919 95.973 108.649 115.892 122.000 123.135 126.000 130.000 130.378 1 34.000 ft..' Pt r1...d Dr 010. TEST REPORTS: FTL -3580, FTL -3582 GLAZING OPTIONS: A. 5/16' LAMI 1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) HEIGHT 19.125 24.000 26.500 30.000 32.000 33.687 34.000 34.791 35.896 36.000 37.000 31.014 38.919 42.973 ins• 48.649 51.892 54.627 55.135 56.418 58.209 58.378 60.000 A B C A B C A C A B C A B C A B C A B C A B C A A B C A B C 26.000 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 : 90.0 -72.9 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 NEG -75.0 -75.0 -90.0 -69.1 -75.0 -90.0 -60.5 -75.0 -90.0 -53.5 -75.0 -90.0 -49.9 -75.0 -90.0 -47.3 -75.0 -90.0 -46.8 -75.0 -90.0 -45.5 -75.0 -90.0 -43.6 -75.0 -90.0 '-43.5 -75.0 -90.0 -42.2 -75.0 -90.0 POS 70.0 70.0 70.0 69.1 70.0 70.0 60.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 46.8 70.0 70.0 45.5 70.0 70.0 43.6 70.0 70.0 43.5 70.0 70.0 42.2 70.0 70.0 38.375 NEG -75.0 -75.0 -90.0 -63.4 -75.0 -90.0 -57.2 -75.0 -90.0 -50.4 -75.0 -90.0 -46.8 -75.0 -90.0 -44.0 -75.0 -90.0 -43.6 -75.0 -90.0 -42.6 -75.0 -90.0 -41.2 -75.0 -90.0 -41.0 -75.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 63.4 70.0 70.0 57.2 70.0 70.0 50.4 70.0 70.0 46.8 70.0 70.0, 44.0 70.0 70.0 43.6 70.0 70.0 42.6 70.0 70.0 41.2 70.0 70.0 41.0 70.0 70.0 39.7 70.0 70.0 R...1 b V.. F.K. 3/17,03 "w�ana A REVISE TABLE ft. GLASS TYPES A & C a..n y ow. ch..... at a". F.K. ?2/17/02 43.000 NEG POS -54.5 54.5 -74.1 70.0 -75.0 70.0 -90.0 70.0 -56.5 56.5 -75.0 70.0 -90.0 70.0 -62.1 62.1 -75.0 70.0 -90.0 70.0 -75.0 70.0 -90.0 70.0 -51.3 51.3 -75.0 70.0 -90.0 70.0 -48.4 48.4 -75.0 70.0 -85.8 70.0 -47.9 47.9 -75.0 70.0 -85.0 70.0 -46.7 -75.0 -82.8 -45.1 70.0 69.3 -75.0 -79.9 -45.0 -75.0 -79.6 -43.5 -75.0 -77.1 46.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 48.000 NEG -64.9 -75.0 -90.0 -50.4 -75.0 -90.0 -55.2 -75.0 -90.0 -50.7 -75.0 -84.7 -47.4 - 75.0 -78.6 -44.7 -75.0 -74.0 -44.3 -75.0 -73.1 -43.1 -75.0 -71.3 -41.5 -75.0 -69.3 -41.4 -75.0 -69.1 -40.4 -75.0 - 67.3 t070 TECHNOLOGY DRIVE NOKOM /S. FL 34275 P.O. BOX 1329 NOKOM,S. FL 34274 POS 64.9 70.0 70.0 50.4 70.0 70.0 55.2 70.0 70.0 50.7 70.0 70.0 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41.5 41.4 70.0 69.1 40.4 70.0 67.3 50.625 NEG POS -90.0 70.0 -60.6 60.6 -75.0 70.0 -47.5 47.5 -75.0 70.0 -90.0 70.0 -52.6 52.6 -75.0 70.0 -75.0 70.0 -90.0 70.0 -48.2 48.2 -75.0 70.0 -79.5 70.0 -45.5 45.5 -73.2 70.0 -42.8 42.8 -75.0 70.0 -69.4 69.4 -42.4 42.4 -75.0 70.0 -68.8 68.8 -41.6 -75.0 -67.3 -40.4 -75.0 -65.3 -40.3 -75.0 -65.1 -39.2 -75.0 -63.3 41.6 70.0 67.3 40.4 70.0 65.3 40.3 70.0 65.1 39.2 70.0 63.3 Visibly Better 54.000 NEG -58.1 -75.0 -90.0 -44.1 -75.0 -90.0 -49.1 -75.0 -87.0 -44.9 -75.0 -73.6 -42.7 -75.0 -68.3 -41.4 -75.0 -64.7 -41.1 -75.0 -64.1 -40.2 -75.0 -62.5 -38.9 - 75.0 -60.6 - 38.8 -75.0 -60.5 -37.7 -75.0 -59.1 POS 58.1 70.0 70.0 44.1 70.0 70.0 49.1 70.0 70.0 44.9 70.0 70.0 42.7 70.0 68.3 41.4 70.0 41.1 70.0 40.2 70.0 62.5 38.9 70.0 60.6 38.8 70.0 60.5 37.7 70.0 59.1 57.000 NEG -56.1 - 75.0 -90.0 -41.6 -75.0 -46.2 -75.0 ,-81.9 -42.0 -75.0 -69.7 -40.7 -75.0 -64.8 -39.5 -61.0 -39.3 -75.0 -60.5 -38.7 -75.0 -59.2 -37.7 - 75.0 -57.6 -37.6 -75.0 -57.4 -36.7 -73.3 -55.9 POS 56.1 70.0 70.0 41.6 70.0 70.0 46.2 70.0 70.0 42.0 70.0 69.7 40.7 70.0 64.8 39.5 70.0 61.0 39.3 70.0 60.5 38.7 70.0 59.2 37.7 70.0 57.6 37.6 70.0 57.4 36.7 70.0 55.9 60.000 NEG -53.3 -75.0 -90.0 -39.2 -75.0 -89.4 -43.6 -75.0 -77.2 -40.1 -75.0 -66.3 -38.6 -75.0 -61.4 -37.5 -74.9 -58.4 -37.3 -74.6 -57.9 -36.9 -73.7 -56.5 -36.2 -72.4 -54.7 -36.1 -72.3 -54.6 -35.5 -71.0 -53.0 POS 53.3 70.0 70.0 39.2 70.0 70.0 43.6 70.0 70.0 40.1 70.0 66.3 38.6 70.0 61.4 37.5 70.0 58.4 37.3 70.0 57.9 36.9 70.0 56.5 36.2 70.0 54.7 36.1 70.0 54.6 35.5 70.0 53.0 63.000 -90.0 70.0 -50.5 50.5 -75.0 70.0 -36.9 36.9 -73.8 70.0 -85.2 70.0 -41.1 -75.0 -73.1 -38.0 -75.0 -63.1 -36.6 -73.2 -58.8 -35.7 -71.4 -35.5 -71.0 -55.2 -35.0 -70.1 -53.8 -34.3 -68.6 -51.9 -34.3 -68.5 -51.7 -33.7 -67.4 -50.0 41.1 70.0 70.0 38.0 70.0 63.1 36.6 70.0 58.8 35.7 70.0 55.7 35.5 70.0 55.2 35.0 70.0 , 53.8 34.3 68.6 51.9 34.3 68.5 51.7 33.7 67.4 50.0 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) TEST REPORT: FTL-3580 GLAZING OPTION: D. 7/16" LAMI (3/16"HS,.090,3/16"HS) ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH -90.0 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR ''X0" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. ALUMINUM CASEMENT WINDOW, IMPACT Nee UNEQUAL LITES 0 UNEQUAL LITES 0 UNEQUAL LITES Morttarucal COMPARATIVE ANALYSIS TABLE 8.(BASED ON 1/4" TAPCONS OR #14 SCREWS) OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5716" LAMI (1/8 "A,.090,1 /8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 -60.4 60.4 60.000 90.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 58.2 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 111.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 • TABLE 9. (BASED ON 1/4 " TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH -75.01 70.0 TABLE 10. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -90.01 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. 1 3 X 1 3 0 1 3 X X 0 0 X Approved as oomptytagwith the Florida B Date NOA0 Pf- T22�. n7 Miami ade Product Control Di B �,srtl Aid0Agt 3./2/03 R..d Br F.K. Rend Br MY: 3/17/03 ate: Raved B,: Drawn By: F.K. aY Oak: 12/17/02 R..uins: A R.wlonr R. N.bna: CMQ.a By REVISE TABLE 8, GLASS TYPE A 0.t.: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, a 34274 I%j Visibly Better rLadpian: PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS raw ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS Soot 6 r 11 w."ap Ru 7045 -8 Lucas A. Tumor. P.E. • PE 058201 Mochankal COMPARATIVE ANALYSIS TABLE 6.(BASED ON 1/4" TAPCONS OR #14 SCREWS; "0" & "1/4- 1/2 -1/4 XOX" WINDOWS 'EST REPORTS: FTL -3580. FTL -3582 GLAZING OPTIONS: A. 5/16" LAW 41/8 "A..090,1 /8 "HS) B. 5/16" LAMI (1 /8 "HS..090,1/8 "HS) C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) HEIGHT "0" "XOX" WIDTH WIDTH 36.000 37.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 60.000 72.000 74.000 79.000 84.000 90.000 96.000 101.000 106.375 108.000 111.000 114.000/ 117.000 120.000 A B C A B A B C A B C A B C A B C A B C A B A B C A B C C A B C A B C 26.000 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.2 -75.0 -90.0 -72.9 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.3 -75.0 -90.0 -65.0 -75.0 -90.0 -60.8 -75.0 -90.0 -58.7 -75.0 -90.0 -58.2 -75.0 -90.0 -57.1 -75.0 -90.0 -56.2 -75.0 -90.0 -55.0 -75.0 -90.0 -53.4 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 60.8 70.0 70.0 58.7 70.0 70.0 58.2 70.0 70.0 57.1 70.0 70.0 56.2 70.0 70.0 55.0 70.0 70.0 53.4 70.0 70.0 36.000 NEG -75.0 -75.0 -90.0 -73.7 -75.0 -90.0 -67.8 -75.0 -90.0 -62.4 -75.0 -90.0 -58.0 -75.0 -90.0 -54.3 -75.0 -90.0 -51.3 -75.0 -90.0 -48.7 -75.0 -90.0 -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 70.0 70.0 -90.0 -43.4 -75.0 -90.0 -42.2 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 67.8 70.0 70.0 62.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 46.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 42.2 70.0 70.0 38.375 43.000 NEG POS NEG POS -58.4 58.4 -63.3 63.3 -70.4 70.0 -60.4 60.4 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -67.9 67.9 -59.0 59.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -62.1 62.1 - -55.7 55.7 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 - 54.6 54.6 -59.3 59.3 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -51.1 51.1 -55.1 55.1 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -48.3 48.3 -52.7 52.7 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -45.4 -75.0 -90.0 -44.5 -75.0 -90.0 -43.3 -75.0 -90.0 -44.8 -75.0 -42.1 -75.0 -90.0 -40.9 -75.0 -90.0 -39.7 -75.0 -90.0 45.4 -50.0 70.0 -75.0 70.0 -88.6 44.5 -49.1 70.0 -75.0 70.0 -86.9 43.3 -47.5 70.0 -75.0 70.0 -84.3 42.1 -46.2 70.0 -75.0 70.0 -81.8 40.9 -44.8 70.0 -75.0 70.0 -79.4 39.7 -43.5 70.0 -75.0 70.0 -77.1 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 46.2 70.0 70.0 44.8 70.0 70.0 43.5 70.0 70.0 48.000 NEG -54.3 -75.0 -90.0 -52.8 -75.0 -90.0 -49.8 -75.0 -90.0 -56.4 -75.0 -90.0 -53.6 -75.0 -90.0 -51.4 -75.0 -86.0 -48.7 -75.0 -81.2 -46.1 -75.0 -76.4 -45.3 -75.0 -75.0 -43.9 -75.0 -72.5 -42.5 -75.0 -70.7 -41.3 -75.0 -69.0 -40.4 -75.0 -67.3 POS 54.3 70.0 70.0 52.8 70.0 70.0 49.8 70.0 70.0 56.4 70.0 70.0 53.6 70.0 70.0 51.4 70.0 70.0 48.7 70.0 70.0 46.1 70.0 70.0 45.3 70.0 70.0 43.9 70.0 70.0 42.5 70.0 70.0 41.3 70.0 69.0 40.4 70.0 67.3 50.625 NEG -51.1 -75.0 -90.0 -49.9 -75.0 -90.0 -46.9 -75.0 -90.0 -53.4 -75.0 -90.0 -50.9 -75.0 -88.2 -48.6 -75.0 -80.9 -46.9 -75.0 -75.7 -44.2 -75.0 -71.1 -43.4 -75.0 -70.1 -42.2 -75.0 -68.4 -41.2 -75.0 -66.7 -40.2 -75.0 -64.9 -39.2 -75.0 -63.3 POS 51.1 70.0 70.0 70.0 70.0 46.9 70.0 70.0 53.4 70.0 50.9 70.0 70.0 48.6 70.0 70.0 46.9 70.0 70.0 44.2 70.0 70.0 43.4 70.0 70.0 70.0 68.4 41.2 70.0 70.0 64.9 39.2 70.0 63.3 54.000 NEG -47.9 -90.0 -46.4 -75.0 -90.0 -43.6 -75.0 -90.0 -50.0 -75.0 -90.0 -47.5 -75.0 -81.8 -45.3 -75.0 -75.0 -43.5 -75.0 -70.3 -42.2 -75.0 -66.5 -41.9 -75.0 -65.4 -40.8 -75.0 -63.6 -39.8 -75.0 -61.8 -38.7 -75.0 -60.4 -37.6 -75.0 -59.1 POS 47.9 70.0 70.0 46.4 70.0 70.0 43.6 70.0 50.0 70.0 70.0 47.5 70.0 70.0 70.0 70.0 43.5 70.0 70.0 42.2 70.0 66.5 41.9 70.0 65.4 40.8 70.0 61.8 38.7 70.0 60.4 70.0 59.1 57.000 NEG -44.8 -75.0 -90.0 -43.5 -75.0 -90.0 -41.1 -75.0 -90.0 -46.9 -75.0 -84.5 -44.7 -75.0 -76.9 -42.5 -75.0 -70.7 -41.3 -75.0 -66.8 -40.1 -75.0 -63.0 -39.8 -75.0 -61.8 -39.1 -75.0 -60.1 -75.0 -58.7 -37.6 -75.0 -57.3 -36.7 -73.3 -55.9 POS 44.8 70.0 70.0 70.0 70.0 41.1 70.0 70.0 46.9 70.0 70.0 70.0 70.0 42.5 70.0 70.0 41.3 70.0 66.8 40.1 70.0 63.0 39.8 70.0 61.8 70.0 60.1 38.5 70.0 58.7 37.6 70.0 57.3 36.7 70.0 60.000 NEG -42.2 -75.0 -90.0 -41.1 -75.0 -90.0 -38.6 -75.0 -87.4 -44.3 -75.0 -79.7 -42.1 -75.0 -40.4 -75.0 -67.3 -39.2 -75.0 -63.5 -38.0 -75.0 -60.0 -37.6 -75.0 -59.1 -37.2 -74.3 -57.5 -36.7 -73.3 -55.9 -36.1 -72.2 -54.5 -35.5 -53.0 POS 42.2 70.0 70.0 41.1 70.0 70.0, 38.6 70.0 70.0 44.3 70.0 70.0 42.1 70.0 70.0 40.4 70.0 67.3 39.2 70.0 63.5 38.0 70.0 60.0 37.6 70.0 59.1 37.2 70.0 57.5 36.7 70.0 55.9 36.1 35.5 70.0 63.000 -90.0 70.0 -39.7 39.7 -75.0 70.0 -90.0 70.0 -38.6 38.6 -75.0 70.0 -36.5 36.5 -75.0 70.0 -83.2 70.0 -41.9 41.9 -75.0 70.0 -75.6 70.0 -75.0 -69.2 -38.4 -75.0 -64.1 -37.1 -74.3 -60.5 -36.2 -72.4 -57.3 -35.9 -71.8 -56.4 -35.4 -70.8 -54.8 -34.8 -69.6 -53.2 -34.2 -68.4 -51.6 -50.0 39.7 70.0 69.2 38.4 70.0 64.1 37.1 70.0 60.5 36.2 70.0 57.3 70.0 56.4 35.4 70.0 54.8 34.8 69.6 39.8 70.0 53.2 34.2 66.7 40.2 68.4 67.4 50.0 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) TEST REPORT: FTL-3580 ALL "0" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH 1-90.01 70.0 1 4 1 2 0 1 4 0 NOTE: IF USING 3/16' TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR '0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. Florida II latiC NOM Miami Dads Product Central Pr Reold Drown F.K. A Aw esome REVISE TABLE 6, GLASS TYPES A 3 C 1070 TECi-INOI OGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. 34274 Pc 37 Visibly Better PRESSURES- 0 & 1/4-1/2-1/4 XOX CONFIG. WINDOWS lAr ALUMINUM CASEMENT WINDOW, IMPACT SonnAbog NTS Lucas A. Turner. P.E. PE 158201 Modumical • • • • '7' • ' • • • - • - • • • ' • • 1 • - ' • ` " "X" WINDOWS TEST REPORTS: FTL -3582• FTL -3587 GLARING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) "X" WIDTH _ HEIGHT I 26.000 31.000 36.000 I 38.375 I 43.000 I 48.000 ' 50,625 54.000 I 57.000 60.000 ] 63.000 66.000 69.000 I 72.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19.125 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 .. -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24.000 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -B6.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 26.500 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 - 66.2 -65.0 65.0 -63.7 63.7 B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30.000 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32.000 A -90.0 70.0 -90.0 70.0 - -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 34.000 36.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 NOTE: `X' WINDOWS WIDER THAN B A -75.0 -75.0 70.0 70.0 ( -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 70.0 70.0 -75.0 -60.4 70.0 60.4 -75.0, -54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -47.9 70.0 47.9 -75.0 - 44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 -75.0 -39.7 70.0 39.7 32" AVAILABLE AT MAX. HEIGHT OF 63" ONLY. IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE IS LIMITED TO 53.4 P.S.F B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37,000 A -75.0 r 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 8 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 _ _ _ _ _ Y TABLE 2.(BASED ON 1/4" TAPCONS OR #14 SCREWS; "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 x GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH [ -90.0) 70.0 - COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) HEIGHT "XX" 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 43.000 A A -75.0 -75.0 70.0 70.0 -75.0 -75.0 ' 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 Approved aeomplyfe>iMMh Florida e 1 Date ' lf 48.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 A -75.0 70.0 -75.0 70.0, -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.51-67.5 67.5 NOAH n " O ?reelect C eelyd 57.000 A -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58 0 60.000 64.000 A A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -71.1 70.0 70.0 -68.4 -61.8 68.4 61.8 -63.9 -58.9 63.9 58.9 -60.0 - 56.1 60.0 56.1 -58.5 -53.8 58.5 53.8 -56.2 -50.4 56.2 50.4 -53.4 -47.7 53.4 47.7 x x B 68.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 - 48.6 48.6 -45.2 45.2 -42.4 42.4 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 A -75.0 70.0 _ -75.0 70.0 , -73.7 70.0 _ -67.9 67.9 _ -59.0 59.0 _ -52.8 52.8 _ -49.9 49.9 -46.4 46.4 _ -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS: "XX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) NOTE: IF USING 3/16" TAPCONS OR f //; • 3/2//a3 Lucile A Tumor, P.E. PE #58201 Mechanical #12 SCREWS ALL "XX" SIZES UP TO 74.000 WIDE x 63.000" HIGH -75.01 70.0 DESIGN PRESSURE FOR "XX" WINDOWS IS LIMITED TO TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS' "XX" WINDOWS TEST REPORT: FTL -3580 46.7 P.S.F GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1 -90.01 70.0 A..d Br• F.K. Ono 3/17103 ;4....,. A REVISE TABLES 1 AND 3, CLASS TYPEA 1070 TECMNOLOGY NOKOMSS FL 34275 P.O. BOX 15,29 NO, • OMrS• rL 11211 . _ [w,v PRESSURES - X & XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Rol* Fir y, A,,,.,,,. wee n•• R Viri!•(y Better "« GA -740 sr NT$ a.r 4 • 11 °`��. , 7045 -8 n... A .. e,• F.K. c.. IT/17l2 d uo .re, Lrr 1 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI - DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. FOR "XX" CONFIGURATIONS SEE SHEET 4. F. FOR i -1-1 "XOX" & "0" CONFIGURATIONS SEE SHEET 5. G. FOR i-1-1 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME: 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582 & FTL -3587. } x } x CONFIGURATIONS OPTIONS X } x } 0 } x x 0 0 X x 0 x UNEQUAL LITES x 0 UNEQUAL LITES x UNEQUAL LITES .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT INNER LAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2 -3 .DESIGN PRESSURE TABLES 4-7 SECTIONS • 8 CORNER CONSTRUCTION 9 EXTRUSION PROFILES 9 -10 PARTS LIST 10 ANCHORAGE 11 1/8" HEAT STRENGTHENED GLASS .650 NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" HEAT i _ STRENGTHENED GLASS .650 NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL Approved an complying midi the Florida Bal g C Date OS 2Z (_ NOAH Miami Dade Product Contra Dirt e Z- 3./2//0 3. Road By F.K. Rood By: Rand By. brawn Dr F.K. wan 3/17,03 Dow Deco: 12/17/02 R.varnt. A a..advu: a..arnt. Cl•ntrf By. REVISE ANCHORAGE NOTE 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, PL 34274 Visibly Netter NOTES AND GLAZING DETAILS sw ALUMINUM CASEMENT WINDOW, IMPACT s.ra..Nart CA-740 atw NTS Stoat 1 •' 11 Drury Ain 7045 -8 ar A Lucca A. Tumor, P.E. PE 059201 Mechanleal 1 1/2" CENTERLINE 1 1/2 " �\ MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL -\\ TYP. (2) 13" MAX. O.C. 4" MAX. 1 4" MAX. ANCHOR LOCATION TYP. L 37" MAX. VENT TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 134" MAX. WID 53" MAX. DAYLIGHT OPENING MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. DAYLIGHT OPENING l � X 0 i 1 1 1 1 30" MAX. r DAYLIGHT OPENING X 56" DAYL OPE 13" MAX O C -- -- — / SEE MID -SPAN ANCHOR DETAIL TYP. (2) � l 13" MAX. O.C. ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 5 -7 FOR PRESSURES) 4" MAX. 4" MAX. I AX. IGHT D ING 63" MAX. HEIGHT 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING r l a 1 r 1 \ / X SEE MEETING RAIL DETAIL TYP. (2) 14 1/2" MAX. O.C. TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 4 FOR PRESSURES) . —L 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) i 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT Approved as cosplytal with en Florida But la Date 2 NORM - Miami Dade Product Control B ��se�lila .4.r+ - - 3/°21/03 Rend es F.K. ReY Rend Ht ennen et F.K. Due' 3/17/03 Dee Ds iv: D.1. 12/17/02 Revisions: A Revisions: Redskin' Clerked e7. REVISE ANCHORAGE Dec 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 P Viribly Better O..We.M "XX" & "XOX" ELEVATIONS rw: ALUMINUM CASEMENT WINDOW, IMPACT a.i.sie.rt C4 -740 l NTS 2 .' 11 &awed No 7045 -8 A Lucas A. Turner, P.E. PE N58201 Mechanical SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) C 13" MAX. O.C. 1 4" MAX. 32" MAX. WIDTH 25" MAX. DAYLIGHT OPENING X JL 4" MAX. — ELEVATION "C" - 72 HIGH "X" (SEE SHEET 4 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY I 14 1/2" MAX. O.C. 65" MAX. DAYLIGHT - OPENING 72" MAX. HEIGHT 13" MAX. O.C. 4' MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.0 .L_ 4" MAX. 30" MAX. DAYLIGHT OPENING 37" WIDTH 60" MAX. WIDTH 30" MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING 1 1 X 56" DAYL OPE 97" MAX. WIDTH M AX. LIGHT NING I 141/2" 4" MAX. MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 4 FOR PRESSURES) 53" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 13" MAX. O.C. l 0 1 56" DAYL OPE 4" MAX. 0 y r 1 56" MAX. DAYLIGHT OPENING 63" HEI f I 4" MAX. ELEVATION "E" - 63" HIGH "0" (SEE SHEET 5 FOR PRESSURES) I--1-13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) M AX. GHT SEE MEETING RAIL DETAIL SHT. 2 TYP. (2) 4" M AX. I \ I` J 1 I---- -1-13" MAX. O.C. 37" MAX. VENT - 60" MAX. FIXED a ELEVATION "F" - 63' HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 6 -7 FOR PRESSURES) Approved as LYOlplyl9g with the Dat Flo ri da e NORM IY•1'E' Miami de Pro Div I AX. GHT Z ING 3/ 63" MAX. HEIGHT Hw.O By F.K. Rw.J Br R.r.d O or.." er F.K. Or.: 9/17/03 Caw a4: 0.": 12/17/02 HcNa1n.: A R.ri u". R.14..": Choice/ by REVISE ANCHORAGE ae. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 PGT Visibly Better 0.00k. "X", "0", "XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT Serineme UAW CA -,4o I NTS 3 .1 11 f No. 7045 -8 l A Lucas A. Tumor. P.E. PE 158201 Mechanical SEE MID —SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. 4" MAX. 1 y 4" MAX. __I L_ ELEVATION (SEE SHEET 4 NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY 32" MAX. WIDTH 25" MAX. DAYLIGHT — I OPENING t— X 65" MAX. DAYLIGHT OPENING I 14 1/2" MAX. O.C. "C" — 72 HIGH "X" FOR PRESSURES) SEE 72" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.0 .1__ 4" MAX. 4" M I-- 37"•MAX. WIDTH 30" MAX. --DAYLIGHT — OPENING / 1 1 X L I 97" MAX. WIDTH 56" MAX. DAYLIGHT = OPENING 14 1/2" MAX. O.C. ELEVATION "D" — 63° HIGH "X" (SEE SHEET 4 FOR PRESSURES) 30 " MAX. DAYLIGHT 53" MAX. DAYLIGHT OPENING OPENING 63" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 13" MAX. O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 0 1 56" DAYL OPE 1.� 4" 4" MAX. - ELEVATION "E" — 63" HIGH "0" (SEE SHEET 5 FOR PRESSURES) SEE MID —SPAN 1—.4-13" —13" MAX. O.C. GHT Z ING 63" MAX. HEIGHT 1 R..." er F.K. R..rl er: Dra.n er: F.K. Dr.: 3/17/03 0.t.: 12/17/02 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY "e.asm: A Chodurier MID —SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. • 4" MAX. ML. t REVISE ANCHORAGE a 56" MAX. DAYLIGHT OPENING 63" HEI 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, fL 34274 1 ---- -x-13" MAX. O.C. 37" MAX. VENT 60" MAX. FIXED Visibly !letter 1 swr.titae CA-740 ANCHOR DETAIL SHT. 2 TYP. (2) M AX. GHT SEE MEETING RAIL DETAIL SHT. 2 TYP. (2) ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 6 -7 FOR PRESSURES) D..°tr°c " X " , " 0 " , " XO " & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT Ish...e NTS 3 a 11 r --- 7045 -8 A Approved a emptying with the Florid But Date / NOA# Miami 37 Luna A Tumor. P.E. PE #58201 Mocnankal .4 • —�-� F-- .705 .062 2.784 --0-I I— .737 O FLANGE FRAME JAMB 6063 -T5 ALUM. 1.057 -4- �--- .678 .050 O 5/16" GLAZING BEAD 6063 -T5 ALUM. 1.187 .062 2.074 ® FRAME SILL ADAPTER 6063 -T5 ALUM. 1.349 REFERENCE TEST REPORTS: FTL 1969 & FTL - 3740 .062 --��- .7223 .688 -- -I 1-a-- I 6® WIND LOAD ADAPTER 6063 -T5 ALUM. t - .062 -[ 1.183 O FIXED MEETING RAIL 6063HS -T54 ALUM. • 10 SASH TOP & BOTTOM RAIL . 6063 -T5 ALUM. .062 1.081 --� .062 1.373 L - 2.710 -a-1 ® FLANGE FRAME HEAD 6063 -T5 ALUM. 30 13/16" GLAZING BEAD 6063 -T5 ALUM. 0 1 6 G I f Robert L Clark. P.E. PE #39712 Structilral ® SASH MEETING RAIL 6063HS -T54 ALUM. 1.187 1.097 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rend By: F.K. They'd Hy: F.K. Rend By: Re sty: F.K. Drawn By: F.K. 7 tM: 1.122 Date: /4/03 Dote: 9/6/02 ! •12• •T- Date: 12/29/0) Dote: 7/23/03 Date: 11/2/01 .062 1.349 . 1 1 1.970 4® SASH SIDE RAIL 6063 -T5 ALUM. .062 -- -II- -- 2.094 2.710 ® FLANGE FRAME SILL 6063 -T5 ALUM. maim V al walk Ihe Molds Wang Cote Attspos.oI OS- Revisions: F -NO CHG THIS SHT Revisions: F -NO CHG THIS SHT Revisions: F -AAA 13/16" BIM Revisions: 0 —NO CHG THIS SHT Description: EXTRUSION PROFILES ALUMINUM HORIZONTAL SLIDING WINDOW Series/Arodei: Scale: Sheet: Drawing No. Rev: NS -710 NTS 6 et 6 41 12 G l • APPROVED WOOD BUCK (SEE NOTE 4.) v • •. A3/16" TAPCON (SEE NOTE 1) A\3/16" TAPCON (SEE NOTE 1) ., TYPICAL SILL SECTION SUBSTRATE ANCHORING 1 •• v • TYPICAL HEAD SECTION SUBSTRATE ANCHORING 1/4" MAX. J SHIM ' ' • 1 1/4" MIN. • . • • ..• 1 1/4" MIN. t ; 1/4" MAX. SHIM TYPICAL HEAD SECTION WOOD ANCHORING Z\ #12 WOOD SCREW a• • APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL SILL SECTION WOOD ANCHORING APPROVED 2x WOOD BUCK (SEE NOTE 3.) 1 1/4" MIN. 4 1/4" MAX. J SHIM #12 WOOD SCREW L 1 1/4" MIN. 1/4" MAX. SHIM A3/16" TAPCON (SEE NOTE 1) 1/4" MAX. SHIM NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. nG 2. REFERENCE TEST REPORT: FTL -1969 & FTL -3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 4. INSTALLATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. Robert L Clark. P.E. PE $39712 Structural • rump. REWIND as coapktiag sift Os MAI Blida& Oak Awataaca Ma n 12 - t* • • • APPROVED WOOD BUCK (SEE NOTE 4.) TYPICAL JAMB SECTION SUBSTRATE ANCHORING T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 1 1/4" MIN. 1/4" MAX. SHIM Rem, eY F.K. Rand By: F.K. Drown D. #12 W000 SCREW Date: 12/29/03 7 / 2 23/03 4/4/03 9%6/02 2/16/98 DeacrfpUoo: ANCHORAGE TUN: APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL JAMB SECTION WOOD ANCHORING Revlslons: G-OC J /16' i4 & /12 SCR Revisions: F- REMOVE 3/16 TAPCONS Rsvisians: E -NO CHG THIS SHT R.visions: 0 —ADD NOTES 3 & 4 1 1 /4" MIN. ALUMINUM HORIZONTAL SLIDING WINDOW Ssrks /1bdel: Scot.: Sheet Drawing No. Rev: HS -710 NTS 5 e► 6 4112 G EXTERIOR MAX. HEIGHT MAX. FIXED UTE DAYLIGHT OPENING ROUGH J OPENING 2.710 2.710 ROUGH OPENING VERTICAL SECTION .500 2.094 L .500 r MAX. VENT DAYUGHT OPENING ROUGH OPENING 2.784 -- MAX. DAYI HINT OPFNIN(; rt i park. P.E. PE #39712 Structural MAX. WIDTH 2.643 --I HORIZONTAL SECTION INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Titre: EXTERIOR -- MAX. DAYLIGHT OPENING .705 Revsd By: Dote: Revisions: F.K. 12/29/03 G -Rf1IOVF 10U 28 aASS TYPE Revsd By: Dab: Revisions: F.K. 7/23/03 F -NO CHO TT'IS SHT Brad By s: ReWal F.K. 4/ 4/03 E AD0 129 -132 Revad 9y: R svfsiau: F.K. 97g/02 D ADO GLASS TYPE Drown 8y: Date: 0.8. 2/16/98 Oescripaon: 2.784 r .500 ROUGH OPENING MCDOUC7 ,,... 1alsrrWI& w10.0 +. OS -p 12. • a A tow - - SECTIONS & GLAZING DETAILS ALUMINUM HORIZONTAL SLIDING WINDOW Suies/6todol: Scoff: Sheet: DrawJnq No. Rev-. HS -710 NTS 4 of 6 • 4112 G COMPARATIVE ANALYSIS TABLE 2. GLASS TYPES B & D FTL -1969 & FTL -3740 B. 5/16" LAMINATED (1/8" HEAT STRENGTHENED, .090 PVB, 1/8" HEAT STRENGTHENED) D. 13116" LAMI I.G. - 1/8"HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1/8 "HEAT STRENGTHENED, .090 PVB, 1/8 "HEAT STRENGTHENED) WINDOW WINDOW HEIGHTS WIDTHS 26.000 38.375 44.000 50.625 59.000 60.000 61.000 62.000 63.000 26.500 66.7 -75.0 66.7 - 75.0 66.7 -75.0 66.7 - 75.0 66.7 -75.0 66.7 - 75.0 ' 66.7 -75.0 66.7 -75.0 66.7 - -75.0 37.000 66.7 - 75.0 66.7 - 75.0 66.7 - 75.0 66.7 - 75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 44.000 66.7 - 75.0 66.7 - 75.0 66.7 - 75.0 66.7 - 75.0 66.7 - 75.0 66.7 - 75.0 66.7 -75.0 66.7 -75.0 ' 66.7 -75.0 53.125 66.7 -75.0 66.7 " -75.0 66.7 -75.0 66.7 -75.0 66.7 - 75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 ' 66.7 ' -75.0 .1 60.000 66.7 -75.0 66.7 ' -75.0 66.7 - 75.0 66.7 -75.0 66.7 - 75.0 66.7 -75.0 66.7 -75.0 66.7 - 75.0 66.7 -75.0 63.000 66.7 -75.0 66.7 -75.0 ' 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 - 75.0 66.7 -75.0 66.7 -75.0 66.000 66.7 r - 75.0 66.7 - 75.0 66.7 - 75.0 66.7 - 75.0 66.7 -75.0 66.7 - 75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 70.000 66.7 -75.0 ' 66.7 -75.0 ' 66.7 - 75.0 66.7 - 75.0 66.7 -75:0 66.7 -75.0 66.7 -74.9 66.7 -73.5 66.7 -72.3 74.000 66.7 - 75.0 66.7 - 75.0 66.7 - 75.0 66.7 -75.0 66.7 -74.13 66.7 -73.5 66.7 -72.2 66.7 - 70.9 66.7 -69.6 • COMPARATIVE ANALYSIS TABLE 1. GLASS TYPES A & C A. 5/16" LAMINATED (1/8" ANNEALED, .090 PVB, 1/8" ANNEALED) C. 13/16" LAMI I.G. -1/8 "HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1/8 "HEAT STRENGHTENED, .090 PVB, 1/8 "ANNEALED) WINDOW WINDOW HEIGHTS WIDTHS -75.0 -56.0 -46.0 -43.0 66.7 55.0 45.1 42.2 -41.2 40.4 -39.1 38.3 -75.0 -55.0 -45.1 - 42.2 - 40.4 -38.3 66.7 54.2 44.3 41.3 39.5 37.4 -75.0 -54.2 - 44.3 -41.3 - 39.5 -37.4 66.7 53.4 43.7 40.5 38.7 36.8 -74.0 -53.4 -43.7 -40.5 -38.7 37.9 -36.8 36.1 66.7 52.7 43.2 40.0 26.500 37.000 44.000 53.125 60.000 63.000 66.000 70.000 74.000 NOTES: A. NEGATIVE ASTM E B. POSITIVE ASTM E C. DESIGN 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 26.000 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 66.7 66.7 66.7 66.7 66.7 66.7 65.5 60.8 58.2 38.375 - 75.0 66.7 -75.0 66.7 -75.0 66.7 - 75.0 66.7 - 73.5 62.0 -69.4 58.9 - 65.5 56.6 -60.8 53.7 - 58.2 51.3 44.000 -75.0 66.7 -75.0 66.7 - 75.0 66.7 -73.1 61.6 - 62.0 54.8 -58.9 51.7 -56.6 49.0 -53.7 46.3 - 51.3 44.2 50.625 -75.0 -75.0 -75.0 -61.6 -54.8 -51.7 -49.0 -46.3 -44.2 DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 66.7 56.0 46.0 43.0 41.2 39.1 59.000 Raba L Clark. P.E. PE X39712 9 iueural 60.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 - 75.0 66.7 -75.0 66.7 61.000 37.4 -37.4 36.8 -36.8 36.1 -36.1 35.5 66.7 -75.0 66.7 -75.0 66.7 -75.0 T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOI.IIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Rend 8y. F.K. Rend By: F.K. Drawn BY 0.B. Series /Nod HS -710 62.000 FTL -1969 & FTL -3740 - 75.0 66.7 -75.0 -35.5 34.8 -34.8 12/29/03 7/ 23/03 % 4/03 9/6/02 2/16/98 Osacriptfon: GLASS TYPE COMPARATIVE ANALYSIS ALUMINUM HORIZONTAL SLIDING WINDOW Soak: NTS 63.000 -37.9 -36.1 Revisions: F- UPOATE TABLES Revisions: F- CORRECT TABLE 3 'CAE' Revisions: E-ACO 13/W LC,/JYOTES Revisions: D-REWSED TABLES Sh..e 2 a" 6 ? iir 0 One* No. 4112 Rev: 1/8" HEAT STRENGTHENED GLASS .090 SAFLEX KEEP /SAFE MAXIMUM A OR DUPONT PVB INTER LAYER / \ 1/8" ANNEALED OR HEAT — STRENGTHENED GLASS 3/8" AIR SPACE 1/8" HEAT STRENGTHENED - GLASS ®9 OR ®2 OUTSIDE - 1021 5/16" LAMINATED --- 13/16 NOM. GLAZING DETAILS: 13/16" (825) I.G. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 ,INSIDE 1/2" 1 01 GLASS BITE INSIDE OUTSIDE 1/8" ANNEALED GLASS — 12 .090 INNER LAYER (DUPONT W /BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM) Robert L Clark P.E. PEf39712 Structural --1 /8" ANNEALED GLASS INDUSTRIES Title: LL1 ®1 /2" OUTSIDE a GLASS BITE INSIDE g rill I 45 13 1/8" HEAT STRENGTHENED GLASS 1/8" HEAT' STRENGTHENED --- GLASS GLAZING DETAILS: 5/16" •(.350) LAMINATED GLASS Revsd By: Date: Revisions: F.K. 4/4 E —ADD 13/16" I.G. Raved By: Dote: Revisions: • F.K. 9/6/02 D ADD GLASS TYPE Drawn By: Date: D. B. 2/16/98 Description: Rend BY Dote: Revisions: F.K. 12/29/03 G— REMOVE MX 28 GLASS 11'FE R.vsd By. Date: Revisions: F.K. 7/23/03 F— ITEM 17 SCALE PRODUCT REVISED as simPIIIIIS � �dtlMt lLrJri Rigkstles 8 5 6 SECTIONS & GLAZING DETAILS .090 INNER LAYER — ( DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 1070 TECHNOLOGY OMIS. FL 34275 ALUMINUM HORIZONTAL SLIDING WINDOW P.O. BOX 1529 Series/Mode:: Scat.: Sheet: Drawing No. Rev. NOKOMIS. FL 34274 HS -710 NTS 3 of 6 4112 G NOTES: LARGE MISSILE IMPACT WINDOWS 1. GLAZING OPTIONS: A. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8" ANNEALED GLASS. B. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) UTES OF a 1/8" HEAT STRENGTHENED GLASS. C. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (1) UTE OF 1/8" ANNEALED GLASS AND (1) UTE OF HEAT STRENGTHENED GLASS. D. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLES 1 -3 ON SHEET 2 O X 1 1 1 1 1 8" MAX 6" 63" MAX HEIGHT 58 1/4" MAX FIXED UTE DAYUGHT — OPENING 8" MAX 6" MAX. J 4" MAX 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX DAYLIGHT -- DAYLIGHT OPENING OPENING 4" MAX 57" MAX VENT DAYUGHT OPENING MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION 1TEAI DESCRIPTION 1 FLANGE FRAME JAMB (Alum. 6063 -T5) 612225 2 2 FIXED MEETING RAIL( Alum. 6063HS -T54 4054A 1 3 SASH MEETING RAIL Alum. 6063HS -T54 4006C 1 4 SASH SIDE RAIL (Alum. 6063 -T5) 612230 1 5 GLAZING BEAD (Alum. 6063 -T5) 6534571 8 6 WINDLOAD ADAPTER 5 7 8" RIGID PVC),1207 1 (® midspan of frame sill) 7 FLANGE FRAME HEAD Alum. 6063 -T5) 612237 1 8 FLANGE FRAME SILL Alum. 6063 -T5) 612238 1 9 FRAME SILL ADAPTER (Alum. 6063 -T5) 612239 1 10 SASH TOP BT. ; OAIL (Alum. 6063 -T5) 612240 2 11 SCREEN RETAINERJAIum. 6063 -T5 6532377 1 12 5/16" .350 LAMINATED USING (2 LITES OF 1/8" ANNEALED GLASS 13 5/16" (.350 LAMI USING (2 LITES 1/8' HEAT STRENGTHENED GLASS 14 ANTI -LIFT CHANNEL (Alum. 6063 -T5) 612244 15 #10 x 1.000 Ph. FI. SMS 710X1 16 #6 x 1.000 PH. PAN SMS 76X1PPA 17 WEATHERSTRIP, THIN WALL BULB VINYL 6TP247 18 #8 x .500 PHIL. FI SMS 7856A 19 #8 x 1.000 PHIL. P.H. SMS 20 SWEEP LATCH 21 WEEP HOUSING 22 WEEP FLAP 23 ROLLER HOUSING 24 BRASS WHEELS 25 WSTP .270 x .170 BACK FIN SEAL Robert L Clark. P.E. PE .t139712 c Ir dual V.T. # 781PQA 71096 70250 70251 7BRWHL2 61062W INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 QTY. /LOCATION 1 ® midspan of vent) 4 Windload Adapter screws) 2 for anti -lift channel) 8 (1 per Glazing Bead 2 ( (Sweep Latch screws) when using 2 Sweep Latches) 22 (Frame /Vent assy. screws) 1 11.5" from ends -vent mtg. rail) 2 if height is >= 42" 3 1 = mids an 2 1 4' from ends 3 1 ®midspan 2 1 4 from ends 2 © ea. end of vent top rail) 4 2 per Roller Housing) 2 ©vent top /bot rails & mtg. rail) Revsd 8y F.K. Revsd By: F.K. Revsd By: F.K. Revsd F.K. Drown By: D. B. Tide: Series/Model: HS -710 Oats: 12/29/03 Date: 7/23/03 Da e: 4 4/03 976/02 2 Da e: 16/98 Scale: NTS ALUMAX INDALEX INDALEX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX FASTEC 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT 5. HEAD Sc SILL. al °� MAX. 6" FROM CORNERS. aCleo MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. A 'Pm"' O3- b6I2.,.O(, MAX. 15" SPACING. JAMBS: MAX. E." FROM CORNERS. Dhei MAX. 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REVD. 6. REF. TEST REPORTS: FTL -1969 & FTL -3740 Revisions: G- REMOVE ITEM 29 GLASS Revisions: F -ADO /995 TO ITEM 26 Revisions: E- 2,3,6 ADD 129 -132 Revisions: D- REVISED NOTE 1 Sheet: 1 of 6 VENDOR MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER MERCHANTS FASTENER MINIATURE DIE CASTING MASTER TOOL MASTER TOOL MASTER TOOL VINYL - TECH /P.G.T. ' SCHLEGEL OR EQUIV. Drawing No. 4112 VENDOR # AF -12225 64054A 64006C AF -12230 AF- 534571 6WCLIP AF -12237 AF -12238 AF -12239 AF -12240 AF- 532377 AF -12244 TP -247 PGT.214.XX 7 -M10 -250 7 -M10 -251 70312 FS7826 -187 � 26 SILICON 62899 DOW CORNING 899 OR 995 A 27 WEATHERSTRIP, BULB VINYL 6TP249 1 c© vent jamb rail) TEAM PLASTICS TP -249 29 13/16" I.G., 1 8' HEAT STRENGTHENED GLASS, 3/8' SPACE, 5/16" LAMI (1/8" A, .090, 1/8" HS) 30 GLAZING BEAD 1.3/16" I.G.) 6063 -T5 4067 8 INDALEX 64067 31 WSTP, .187 x .230 BACK, FIN SEAL 1060 1 ® MEETING RAIL SCHLEGEL OR EQUIV. 61060G 32 13/16" I.G., 1/ HEAT STRENGTHENED GLASS, 3/8" SPACE, 5/16" LAMI (1/8" HS, .090, 1/8" HS) Description: OX ELEVATION & 8.0.M. (LG. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW frig 3 1- M IA M I2 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "640" Aluminum Casement Window APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact", sheets 1 through 11 of 11, prepared by manufacturer, dated 12/17 /02 with revision on 3/17/03, signed and sealed by Lucas Turner, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 1224.02 Expiration Date: May 22, 2008, Approval Date: May 22, 2003y Page 1 ,.; PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 11 of 11, prepared by manufacturer, dated 12/17 /02 with revision on 3/17/03, signed and sealed by Lucas Turner, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 02134 dated 10/8/02, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Tnfiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 02129 dated 10/3/02, signed and sealed by Joseph Chan, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) .Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 02124 dated 10/3/02, signed and sealed by Joseph Chan, P.E. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 02- 1224.02 Expiration Date: May 22, 2008 Approval Date: May 22, 2003 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) C. CALCULATIONS 1. Anchor Calculations and structural analysis, . prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. 2. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 00- 1212.04 issued to E.I. DeNemours for "Dupont Butacite ® PVB" dated 2/15/01, expiring on 12/11/05. E. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report no. FTL 02134, 02129, 02124, issued by Fenestration Testing Laboratory, dated 11/15/02, signed and sealed by Joseph Chan, P.E. 4. F. OTHER 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 02- 1224.02 Expiration Date: May 22, 2008 Approval Date: May 22, 2003