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WS-12-1218Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 175353 Permit Number: WS -7 -12 -1218 Scheduled Inspection Date: August 27, 2012 Inspector: Bruhn, Norman Owner: HESS, STEVEN Job Address: 636 NE 105 Street Miami Shores, FL Project <NONE> Contractor: FLORIDA STORM PANELS INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)756 -0033 Parcel Number 1122310120150 Phone: (305)685 -9000 Building Department Comments INSTALLATION OF 4 IMPACT WINDOWS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 24, 2012 For Inspections please call: (305)762 -4949 Page 10 of 20 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2. D ov ent: Wre" i 111111111111 111111111111111111111111111111111 CFN 2012R0458 r 1_Q0 OR E'•k 28168 F's 2792P tips) RECORDED 06/28/2012 13:39:35 HARVEY RUVIN, CLERK OF COURT MIAMI —DADE COUNTY► FLORIDA LAST PAGE ace above reserved for use of recording office 3. Owner(s) name and Interest in property: Name and address of fee simple titleholder: al 4. C tlergaro4dOmaphone, er I? f ! `!T 1 reau :Iz.d 5. Surety: (Payment bond required by •'wne fro •n ,cto , 'f any) Name, address and p. on mb Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Flonda designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statute Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: i?8 (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. I YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK zcfA99 OR RECORDING YOU NOTICE OF COMMENC ENT. Signature(s) Prepared By Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The oin•, ;, e as ; .nowledged before me this 0/ day of J rized Off' ctor /Partner /Manager Prepared By Print Name Title /Office WI MAO) 1,1 By ❑ Individually, or ❑ as / for ❑ Personally known, or IJ produced the following type of identific Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer /Director/Partner /Manager who signed above: By By VICTOR Notary Public - Stated Florida My omm. Expires Dec 5 2013 Commission # O0 915134 .... Bonded Through National l t /stn. 123.01 -52 PAGE 3 3/10 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 a 5 INGLD PERMIT APPLICATION Permit Type: < BST LDING JOB ADDRESS: 6 flj� Permit No. vw i at Master Permit No. ROOFING ” B -t3 City: Miami Shores 7 County: Folio/Parcel #: 11 10:i5 0) Z 0) 5 0 Is the Building Historically Designated: Yes NO OWNER: Name (Fee Siom le Titleholder): 3-15-1614 6 Address: City: State: Tenant/Less Name: Email: 0. ire Miami Dade Flood Zone: Phone#: 66 5100 Carl Zip: i3.8 Phone #: Phone#:) 66 35100 Zip: �`J✓ D CONTRACTOR: Company Name: f1r Fitt '1$ Address: �'7`'� VV Gtia City: f /d!,��^^ State: Qualifier Name: ��Clif n A "'" '!�� I1IA Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Type of Work: Addition escription of Work: 3 iteration Square/Linear Footage of Work: ❑New ❑Repair/Replace UDemolition Color thru tile: ***** * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** a**Fees*" ***************************************** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 112 f 1. DO A • Bon Compan s me (if appl Bonding omp City Mortgage Lender's," (if applicable) Mc gage Lender' 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 commenced 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 At'I'1DAVIT: 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. "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 .proved and a reinspect' .n fee will be charged. Signature Owner or Agent Signatur Contractor The foregoing instrument was acknowledged before me this xi The foregoing instrument was acknowledged before me this Li day of ( ,Jr.P_ 20 /2-, by , day of 7.7 r , 20 %2. , by who is personally known to me or who has produced ' • ° 6-043 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. NOTARY PUBLIC: 3 NOTARY PUBLIC: Sign: Print: My Commission Expires :' VIC I OR V. CRUZ No Public State of Flnrida ,I My Comm. Expires Dec 5, 2013 Cgrinission • DD 915134 Bonde&mrough National Notary Assn. z My Comm . Expires Dec 5;. 2013. COMMISS1044 DD 915134 Bended Th(ui National Notary Assn. * *,, * * * * * * * ** ** * * * * * * * * * ** ** * * ** ***************************************** ** * * * * * * ** * * * * *** * * * * * * * * * * * ** * ** APPROVED BY ` 7�71---- Plans Examiner Zoning Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/I0/2009)(Revised 3/15/09) Clerk Ofre.N1065 2 41: ► )Dpi w g5 :4. a • #4 i-- its o f t4 pets.frvir ig °fia‘w46 #1 :43p liviefer vti4T WINPMs (ar-170 -zW (V4/9(e. MEM Zo1:b A 416ie�,r: 15. Jul 0; a Ir BY: r- 1 6-p6o -1-14516 636 14e- lt�-rr Minlyi a 161M SUBJECT rker-r t417"6 CACtmewilW VI TO COMPLIANCE WITH ALL FEDERAL STATE AND COI tNTY RULES AND REGULATIONS RAMMS ENGINEERING, INC. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 -10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior & Exterior Zones (4 &5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 - 43.8 - 42.0 - 40.9 -40.2 -39.6 -39.1 20 -46.4 - 44.4 - 43.3 - 42.5 - 41.9 -41.4 25 - 48.4 - 46.4 - 45.2 - 44.4 -43.8 -43.2 30 -50.5 - 48.4 - 47.2 - 46.3 - 45.6 -45.1 40 -53.6 -51.4 -50.1 - 49.1 - 48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -54.1 -50.4 - 48.3 - 46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49. - 1 ;ll7A ,F 30 -62.3 -58.1 -55.7 -53.9 - 52.6m't,m -55.8 40 -66.1 -61.7 -59.1 -57.2 50 -69.3 -64.7 -61.9 -60.0 -58.5 f % i 60 -71.9 -67.0 -64.2 -62.2 -60.6 ,\, . ,"• , Length of End Zone (a): 10% of least horizontal dimension or .4 h, whiche er is s alter, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. Business,� Professi na Regulation Page 1 of 2 BCIS Home Log Out i User Registration Hot Topics Submit Surcharge Stets & Facts Publications I FBC Staff i BCIS Site Map Links Search sOs1`ite ay itegnlaiF;rJty; Product Approval USER: Thomas Sotos, Lawson Industries, Product Manufacturer Product Approval Meng > Manage Applicationq > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL15426 Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. Lawson Industries Address /Phone /Email 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 Ext 226 tom@lawsonwindows.com Authorized Signature Thomas Sotos tom@lawsonwindows.com Technical Representative Thomas.) Sotos Address /Phone /Email Lawson Industries 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 tom@lawson-Industries.com Quality Assurance Representative Joe Thiry Address /Phone /Email 8501 NW 90th St Medley, FL 33166 (305) 696 -8660 Ext 282 jthiry@lawsonwindows.com Category Windows Subcategory Casement Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Method 1 Option A 4/27/2012 Date Submitted Date Validated Date Pending FBC Approval Date Approved 04/09/2012 04/20/2012 04/26/2012 Page 2 of 2 iSummary of Products FL # Model, Number or Name Description 15426.1 3000 Non - Impact Outswing Casement Window 3000 Non - Impact Outswing Casement Window - X, X0, OX, XX, XOX un -equal lite, XOX equal lite, OX un -equal lite, XO un -equal lite Configurations Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: No Design Pressure: +70/ Other: Glass lites wider blocks per FBC 2411.3.3.1 Yes HVHZ: Yes -100 than 36" shall have two setting requirements. Certification Agency Certificate FL15426 RO C CAC 12- 0127- 20.pdf Quality Assurance Contract Expiration Date 06/12/2013 .Installation Instructions FL15426 RO 11 12- 0127- 20.pdf Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15426.2 3200 Impact Outswing Casement 1Window 3200 Impact Outswing Casement Window - X, XO, OX, XX Configurations Limits of Use Certification Agency Certificate FL15426 RO C CAC 12- 0127- 21.pdf Approved for use in HVHz: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/ -73 Other: Quality Assurance Contract Expiration Date 03/04/2014 Installation Instructions FL15426 RO II 12- 0127- 21.pdf Verified By: Thomas 3. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida is an AA/EEO employer. Copyright 2007 -2010 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, a -mall addresses are public recoyds. If you do not want your e-mail address released in response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster @dbpr.state.fl.us. Product Approval Accepts: 4/27/2012 Or)l1 Wed Nh.T6 46 4-1 oN yf7-w;tJ6�' DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "3200" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L3200 -0801, titled. "Series: 3200 Outswing Impact Casement Window", sheets 1 through 7 of 7, dated 07/27/08, with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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 Section. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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 # 08- 1020.08 and consists of this page 1 and evidence pages E -1, E -2, E -3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.sov /pera/ NOA No. 12-0127.21 Expiration Date: March 04, 2014 Approval Date: March 29, 2012 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No, L3200 -0801, Sheets 1 through 7 of 7, titled "Series: 3200 Outswing Impact Casement Window", dated 07127/08, with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS (All submitted under previous NOA #08- 1020.08) 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of a.series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by DuPont, Test Report No. HETI- 08- 2099A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by DuPont, Test Report No. HETI- 08- 2099B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by Solutia, Test Report No. HETI -08 -2100, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" HS lami glass w/PVB laminate by Solutia, Test Report No. HETI -08 -2101, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement. window, XX configuration, w/5/16" HS lami glass w /SGP laminate by DuPont, Test Report No. HETI- 08- 2102A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. . Manua Fee P.E. Product Cont miner NOA No. 12-0127.21 Expiration Date: March 04, 2014 Approval Date: March 29, 2012 E -1 Lawson Industries.. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (All submitted under previous NOA #08- 1020.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w /SGP laminate by DuPont, Test Report No. HETI- 08- 2102B, dated 07 /10/08, signed and sealed by Candido F. Font, P.E. 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement. windaw,.XX configuration, w/5116" HS lami glass w /SGP laminate by DuPont, Test Report No. HETI- 08- 2097A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 8. Test report on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w /5/16" HS lami glass w /SGP laminate by DuPont, Test Report No. HETI- 08- 2097B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 9. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w /5/16" HS lami glass w /SGP laminate by DuPont, Test Report No. HETI- 08- 2103A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 10. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with, marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w /SGP laminate by DuPont, Test Report No. HETI- 08- 2103B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 11. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up, drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" ann. lami glass w/PVB laminate by Solutia, Test Report No. HETI -08 -2104, dated 07/10/08, signed and sealed by Candido F. Font, P.E. Manuel Product Control Ex : r NOA No. 12-0127.21 Expiration Date: March 04, 2014 Approval Date: March 29, 2012 E -2 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (All submitted under previous NOA #08.1020.08) 12. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w15/16" ann. lami glass w/PVB laminate by Solutia, Test Report No HETI -08 -2105, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 13. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/PVB laminate by Solutia, Test Report No. IIETI -08 -2106, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 14. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/7/16" ann. lami glass w/PVB laminate by Solutia, Test Report No. HETI -08 -2125, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 15. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, OX configuration, w15 /16" HS lami glass w /SGP laminate by DuPont, Test Report No. HETI- 08- 2131A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 16. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, OX configuration, w/5/16" HS lami glass wISGP laminate by DuPont, Test Report No. HETI- 08- 2131B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS. 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300-98. Manue P EA P.E. M Product Control Ixaininer NOA No. 12-0127.21 Expiration Date: March 04, 2014 Approval Date: March 29, 2012 E -3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 11 -0325.05 issued to Solutia, Inc. for their "Saflexx and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated October 1, 2008, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA No. 08- 1020.08) G. OTHERS 1. Notice of Acceptance No. 08- 1020.08, issued to Lawson Industries, Inc. for their Series 3200 Outswing Aluminum Casement Window — L.M.I , approved on 03/04/09 and expiring on 03/04/14. Manuel Per Product Control E : er NOA No. 12- 0127.21 Expiration Date: March 04, 2014 Approval Date: March 29, 2012 E -4 ANCHORS! CA) 3 AT FRAME HEAD CC) 3 AT FRAME SILL CD> 5 AT EA. FRAME JAMB (MAX. oa) ICAL 1 , 30 �/8" Max j D.L.O., th Itfl ,, `� ANCHORS, CA) 6 AT FRAME HEAD CC> 6 AT FRAME SILL CD) 4 AT EA. FRAME JAMB. — ANCHOR CLUSTER SEE DETAIL #d AT SHEET 7 OF 7 (FRAME SILL TYPICAL) 30 ANCHORS CA) 6 AT FRAME HEAD CC) 6 AT FRAME SILL CD) 4 AT £A. FRAME .JAMB Q �. m 1 I I l i I MAX k► )1W a1rkt. --"Nloortm—■" mmmweezi7ii :3... ,.. /0 ,/ , it 7....ii? - I. • .....,.... . ..I, 1 , 30 �/8" Max j D.L.O., th Itfl ,, `� ANCHORS, CA) 6 AT FRAME HEAD CC> 6 AT FRAME SILL CD) 4 AT EA. FRAME JAMB. — ANCHOR CLUSTER SEE DETAIL #d AT SHEET 7 OF 7 (FRAME SILL TYPICAL) 30 ANCHORS CA) 6 AT FRAME HEAD CC) 6 AT FRAME SILL CD) 4 AT £A. FRAME .JAMB Q �. m 1 I I l i I MAX k► )1W a1rkt. --"Nloortm—■" mmmweezi7ii :3... ,.. /0 ,/ , ......_ - I. "117 ,i I ++II ,t/ it 8t ../. 11 . :: I _ I .. — OMMW — ANCHOR CLUSTER SEE DETAIL #4 AT SHEET 7 OF 7 (FRAME SILL TYPICAL) . , :3... ,.. /0 ,/ , ......_ - I. LW- DYPICAL EXT. B INT. FALSE COLONIAL MUNTINS ARE APPLIED V/ WI SILICONE AND ARE AVAILABLE AS OPTIONAL. General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2 AND A5TM 1300 -88. THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) 1X or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS 7HE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY W1TH UNIT DIMENSIONS, AND T112 NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 8 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 8.) SEE SHEET @3 FOR BBL. OF MATERIALS AND DETAIS. 8.) SEE SHEET g8 & 8 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET D2 FOR DETAIL & NOTES) 8.j MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BUILDING CODE SECTION 2003.8.4 AND /OR SECTION 2328.2 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) FRAME SILL ANCHOR CUPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +/- 1 /2" TOLERANCE. TOTAL OF ANCHORS REQUIRED AT SILL TO BE THE SAME AS FRAME HEAD. U.) SEE SHEET p 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL 12.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED 2/ SILICONE 37' — WINDOW FRAME WIDTH "X" ELEVATION (LIMITED TO WADS ON SHEET 8 ) Z3 a.c. (MAO.) WINDOW FRAME WIDTH "XO" ELEVATION - (OX reversed) (LIMITED TO LOADS ON, SHEET 8 OF 7) kcal Bracket at 8" (ram end. (Typ. at all Faced Lite Comers) (U4 WINDOW FRAME WIDTH "XX" ELEVATION (LIMITED TO 1,0435 ON SHEET 6 OF 7) SERIES -3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATION$ • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS h71AN 1/8 ", SHIMS ARE NOT REQUIRED. ANCHORS NOTE; ANCHORS TO BE #12 SKI2 OR WD. SCREWS INT() WOOD, DR 1/4 TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/9' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) EXT. t INT. FALSE CDLDNIAL MUNSIINSCAR APPLE V/ AND AVAILABLE AS 02710341.. PRODUCT REVISED as complying with the riattaa Acceptance YA.-OI ExpirationDeto 226 s V ••$ m N ERA" OF .4 ea.Aev r Dran Br - .aen Lwt Rooffstot /of- A. 803804 to Comply.*/ 2010. FBC L A!1 YY S Ql 1 V (X IV tit 'LT EVE' RIES. I7'TC. ) Ora* T N.W. 80 ST. MEDLEY, 210310A 33186 PH No. (309) 888 -8880 MANUFACTURER OP gown' ALUMINUM 21200 3 AND CLASS DOORS 1P 4 43... I"`A Catpmp IA r3.,8oeatr I3'.aa. 0! j0. !- P ASSEMBLY 81101T1 3200 LCNOA OB -01 1 N. a nis Date Ormant oieY /oa Series: 3200 Outswing Impact Casement Window Daa a /12 GENERAL NOTES & APPROVED ELEVATIONS (X, XX, X0 or OX) Sealy hotfoot DyCACASEL 3200- 08N0A -01 Dtm.e* Num°0" 1.3200 -0801 ` 1 OF 7 1/4' TAPCONS W/ 1 1/4' MIN. CONC. EMBEDMENT STUCCO (BY OTHERS) x 1 1 5/32' DISTANCE PERIM. CAULKING BY OTHERS CTYP.) ({v 0 ALL P.T. WOOD BUCKS ENGINEERED SEPARATELY 8. TO BE REVIEWED BLDG. OFFICIAL CTYP. (Ad. 1464 ) 1 METAL LATH & STUCCO (BY OTHERS) 1/4' MAX. SHIM SPACE w .. EXTERIO } INTERIOR GLASS 0m O® [El r,= .,r:....- . -17 II Ai ., +1. • �: tea• 'd A • d ;ia e 2 3/4' EDGE DISTANCE EXT. GRADE PERIM. CAULKING (TYP.) STUCCO CRY OTHERS) WHEN THE OAP BETWEEN THE WINDOW FRAME AND IRE BUCK OR MASONRY IS LESS IRAN 1/8'. SHIMS ARE NOT REQUIRED. ANCHORS NOTE; ANCHORS TO BE 812 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 I /4' PENETRATION INTO WOOD OR CLINE. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) R 14 S.M.S. or VD. SCREW W/ 1 1/4' MIN. WOOD EMBED EXTERIOR GRADE PERIMETER CAULKING BY OTHERS (TYP.) SCCO BY OTHERS) 2X WOOD BUCK (TYP) ALL WOOD FRAMING ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL CTYP.) 1/4' MAX. EXT. GRADE PERIM. CAULKING (TYP.) METAL LATH, STUCCO AND EXTERIOR GRADE SHEATHING (BY OTHERS) V 1 5/32' 0 ALL WOOD BUCKS ENGINEERED SEPARATELY 8. TO BE REVIEWED BLDG. OFFICIAL (P(P.) r qmIt/a• Max. _ SHIM SPACE INTERIOR II� i' 2X WOOD BUCK ANCHORED TO CONC. TO BE P.T. (TYP.) 'RODUCT REVISED as complying with titoFlorlda Building Coda AccormmoaN -k !Q 2X WOOD' BUCK (TYP.) EXT. GRADE PERIM. CAULKING (TYP.) 1X or 2X P.T. WD. BUCK 1/4' MAX. SHIM SPACE t t //a' (AON. E48E0.) D.oteton Mobs A Rev1sod 10 Comply 0/ 2010 21C OF :413 N. N. EA0 Dnm.a m N. ERA20 IVA WSON!V try j. a NT)7i..TL°B'E•?RI82SI . IDC°. ) M t 94.5. 910690*.33188 PH No. (308) 888 -8880 MAN1/WACTODER OP QUALIFY ALUMINUM WINDOWS AND MASS DOORS Oaao Owe 'Nod cxopwy, NOA 'Pert MEOW' WINDOW 8atnpadw Ran AVa,mw I AMaon b 3$00 LCNOA 09-01 m /oa Series: 3200 0utswing Impact Casement Window Dab 01/20/1 g VERTICAL CROSS— SECTIONS. DETAILS & NOTES 8mta P'"'"4.""*" 3200- 01M0A -01 1D 13200 -0801 D 8 OF (I/WIL.Tsrrl%EmM INC.) OVERALL FRAME WIDTH PERIMETER CAULKING EXTERIOR STUCCO (BY OTHERS) GLASS GLASS OPERABLE VENT � o ""11/1111:711111111/111111.71:, CS) 4 TAPCON INTERIOR 4. STUCCO (BY OTHERS) ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.) ALL WOOD BUCKS ENGINEERED SEPARATELY & TD BE REVIEWED BY BLDG. OFFICIAL (TYP.) P,T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 1/4. 5) SHIN SPICE PERIMETER CAULKING li PERIMETER CAULKING OVERALL FRAME WIDTH OVERALL VENT WIDTH HT EXTERIOR Mgi111VOM I1 V41\ V 1 ll S'.S:nA61(� rrr. 170 91� OPERABLE VENT INTERIOR 41' �� '� GLASS � .� V\I nc �;u I ,,,A, tl1 Llu\rai)1 ilirt .••: m--L--i co.. D 1 INTERIOR 1/4' P TAPCON 1 (MIN. D4DRA1/J4y ) WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8 °, SHIMS ARE NOT REQUIRED. ANCHORS NOTE; ANCHORS TO BE 812 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.) L WS ON PRODUCT REVISED ae complyhtgwhhthe Fhmi5s Acceplanoa No Explualon Date air P14 MMo. (3 05) 698 -8880 SANOPACPURSR OP QUALM ALWIMINUM 51SDORS AND CRABS DOORS Oma C7nar Pmt Pima Prot (*War $444 5ede* 1104 8ynuol N INNeon !+ 08.1 Series: 3200 Outswing Impact Casement Window HORIZONTAL CROSS — SECTIONS, DETAILS & NOTES PsaduN Itoferosa. Neantan T32oo- 08N0A -01 IDrmgsp DunNn •320D -0801 IS/web 3 OF 7 EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER CTYP,) FACE CAULK BY OTHERS (TYP.) LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST ITEM B DWG. N0. PART NO. QUANTITY DESCRIPTION REMARKS ITEM DWG, NO. PART NO. QUANTITY DESCRIPTION 40 1 X VENT ANTI SAG VENT /SILL RAMP NYLON 6/8 41 1 X HANDLE LOCKING HANDLE BACK PLATE 42 1 X VENT 5/16° INSECT SCREEN - OPTIONAL ALUMINUM FRAME 43 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4' PH SUS 44 SEE ELEVATION FRAME 5111 CLIP SCREWS #12 X 1 1/2" PH SMS 45 SM -5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT 46 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 47 1 -3007 LS -164 1 X ANCHOR FRAME HEAD /JAMB SHEAR PLATE 8063 -75 ALUMINUM (3" L) 48 1 -3009 111 -159 AS READ. GLAZING BEAD - 7/16° 6083 -75 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW #8 x 1 1/4" FM/PHIL. SDS 50 8 X POST IN -POST ASSEMBLY SCREWS 110 X 1 1/4" PH SMS 51 DC -899 AS REQD. GLAZING SEALANT - SILICONE INDOW FRAME EXT. GRADE PERIMETER CAUU(ING NOT BY 'LAWSON INDUSTRIES', TQ BE APPLIED BY OTHERS (TYP.) STUCCO OR EXTERIOR FINISH BY OTHERS (TYP.) FRAME PERIMETER CAULK DETAIL SUBSTRATE" CONCRETE OR P.T. WOOD BY OTHERS (TYP.) 1/4' MAX. SHIM '1(MMI. I40.) 2X WOOD BUCK CTYP.) ALL WOOD BUCKS ENGINEERED SEPARATELY it TO BE REVIEWED BLDG. OFFICIAL (TYP.) k 12 S.M.S. ar WD. SCREW W/ 1 1/4' MIN. WOOD EMBED EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYP.) EXTERIOR GRADE PERIMETER CAULKING BY OTHERS (TYP.) METAL LATH, STUCCO AND EXTERIOR GRADE SHEATHING (BY OTHERS) OOD RAME INSTALLATION DETAIL SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: FIXED CASEMENT WINDOW, WINES FOR MULLION SHALL GOVERN. 9 12 S.M.S. X 1 1/4" L. SM ELEV. FOR SPACING map /-.` WINDOW FRAME DISTANCE ALTERNATE ANCHORING AT SILO MULLION ATTACHMENT DETAIL • • • PRODUCT REVISED as aomPlylve"Alto Blosida Bourns Cure Acoeptaaos No ExPlre6on Dino 1 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 27 28 29 30 31 32 33 34 35 36 37 38 39 L -3001 1 -3002 L -3002 L -3002 1 -3004 1 -3004 1-3004 L -3004 L -3003 1 -3006 L -3005 1 -3010 L -7531 L -3012 L -3011 L -3013 L -3013 1 -3013 UI -118 UI -115 LI1 -115 UI -115 LX -119 Lll -119 LD -119 UI -119 UI -116 111-111 UI -113 U1 -7706 1 -7531 SM -5731 U -110 UI -133 1 1 2 2 2 2 2 2 AS REQ'a. 1 X ANCHOR AS REVD. AS READ. AS REOD. AS READ. AS READ. AS REQ'D. 12 8 4 X POST 8 8 2 X VENT 2 X VENT AS READ. 1 X VENT 4/ OPER. 1/ OPER. 2/ TRACK 1/ OPERATOR 2/ BRACKET 1/ VENT 2/ LOCK 1/ VENT 1 X LOCK POINT' 2 X GUIDE 1/ LOCK 2/ KEEPER 1 -3014 FRAME HEAD FRAME SILL FRAME JAMB -HINGE SIDE FRAME JAMB -LATCH SIDE VENT TOP RAIL VENT SDTTOM RAIL VENT SIDE RAIL -HINGE 510E VENT SIDE RAIL -LATCH SIDE IN -POST FRAME SILL ANCHOR 011P FIXED LITE MOUNTING BRACKET GLAZING BEAD - 5/16" GLAZING BEAD BULB VINYL GLAZING SEALANT - SILICONE WEATHERSTRIPPING - FRAME/VENT GLAZING BEAD 11/16° LAM. /INSUL CORNER KEY PER FRAME CORNER KEY PER VENT CORNER KEY PER IN -POST FRAME ASSEMBLY SCREWS VENT ASSEMBLY SCREWS 4 BAR 90' HINGES - STD. & H.D. 4 BAR 45' HINGES - STD. & H.D. HINGE MOUNTING SCREWS VENT OPERATOR - DUAL or SINGLE OPERATOR MOUNTING SCREWS STAINLESS STEEL "C" TRACK TRACK MOUNTING SCREWS STUD BRACKET CONNECTOR STUD BRACKET SCREWS LOCKING HANDLE LOCK HANDLE MOUNTING SCREWS LOCKING MULTI -POINT BAR TIE BAR NYLON GUIDES NYLON GUIDES MOUNTING SCREWS KEEPER (ST. STEEL) KEEPER MOUNTING SCREWS 4 SNUBBER MARKS 6063 -T8 ALUMINUM 6063 -TB ALUMINUM 6063 -T8 ALUMINUM 6063 -T6 ALUMINUM 6063 -76 ALUMINUM 6063 -T6 ALUMINUM 6083 -T6 ALUMINUM 6083 -76 ALUMINUM 6083 -76 ALUMINUM 6063 -78 ALUMINUM (3' L) 6063 -78 ALUMINUM (3" L.) 6063 -75 ALUMINUM PVC VINYL PVC VINYL 6063 -75 ALUMINUM #10 X 1" PH SMS #10 X 1 1/4" PH SMS • #10 X 1/2° P.H. /PHIL. B • 810 X 3/4" F.H. /PHIL SOS • #8 X 1/2" F.H. /PHIL. SDS • #8 X 1/2' F.H. /PHIL. SDS • #10 -32 X 3/8° PH MS • • Q8 X 1° PH. /PHIL B • 8063 -T5 ALUMINUM 2/ SNUBBER SNUBBER INSTALLATION SCREWS /8 X 1/2" PH 5M5 &Wart= Re Nam A. Revfeo0 to Comply w/ 2010 FRC ABOOOG7, N. ERAZO N. ERAZO L S (INT>tJS•i2I1S, IZV'C. ) 9601 N.W. 90 ST. MEDLEY, FLORIDA 33158 PH Ho. (305) 698 -8850 SANUFACYURNR OF QUALIFY ALUM1NUN WINDOWS AND WAD'S DOORS crow 08.o I Past 6feea, !Prod cornrow I SmOMAMMO Ram a fo.,o, H A.•Ytou H DOA I ASSEM84Y WINDOW 3200 LCNOA 00-01 °oP CY 87/08 Series: 3200 Outswing Impact Casement Window Dab 01"w°/ao%12 BILL OF MATERIALS LIST AND DETAILS A emu FnAwo1 100- 0*N0A -o1 I D` L3200 -0801 50"aa 4 OF Y 6/18" LAMINATE» GLASS COMPOSITION - TYPE "A" 0I24 DESCRIPTION DETAI L I 1/0 41* ANNEALED GLASS 0. 05 PVB INTERLAYER 4 41.•=cuustr44-1- 4 e MOM OR SOLUTIA 0.344.- 3 VW ANNEALED GLASS 5/18" LAMINATED GLASS COMPOSITION - TYPE "B" DESCRIPTION 148. PEAT-STRENGHTENED GLASS DOW PVB INTERLATER SOLUTIA 3 1/13. HEAT-STRENGHTENED GLASS 5/16" LAMINATED GLASS C0MPOSITION - TYPE "c" . ITEM pascownos DETAIL I MP HEAT-STRENDHIENED GLASS 2 0.090. SGP INTERLATER DUPONT 8 . 3 I/IP HEM-STRENGHTENED GLASS ,. 7/16" LAMINATED CLASS COMPOSITION TYPE "D 11231 MICR 3418" 229041.00 GLASS DOW PUB INTERLATER SOLUTIA 3 3/164 ANNEALED GLASS DETAIL 11 18" LAMINATED GLASS COMPOSITION TYPE 13 ITER DESCRIPTION DETAIL 1 Or ANNEALED GLASS . 1111 0 4/4 8 mow PVB INTERLAYER SOLUTIA 3 1/8" ANNEALED GLASS 4 1/4- INSULATED AIR SPACE 3 VW ANNEALED GLASS LAMINATED GLASS TYPES 9/16 GLA ING ITE 6/18" Laminated /16 GLA ING ITE 7/16' Laminated 50 uJ ti .0) 0 • 1 0 o 3200 linkactCa,ementillfindow Configuration: "X" Anchors Skit Width Code (In) 12 19.125 Height 28 Flange Fmme.Window Glazed with *is 'type Gan Type "B" 8118" H.S. C2aae -PVB 81911811531 . GinenTypn " Glass Type "0" Glass Type "r 5118" H.S. Gass -5GP 7116" Annealed Gins 11/16" Annealed Gnu mbHeadiS111 2 2 DP(+) Psf 59.0 PPR DP(4') Psr 59.0 - 79.0 PP.44 psf OP(-) Pef Per Psi Psi 820 70.0 eao 70.0 73.0 70.0 73.0 13 19.125 38.375 2 3 59.0 59.0 70.0 82.0 70.0 820 73.0 70.0 73.0 14 19.125 50.625 2 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70,0 73.0 18 19.125 63 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 18 19.125 74.25 2 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 H32 26.5 26 3 2 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 H33 26.5 38.375 3 3 59.0 59.0 70.0 820 82.0 70.0 710 70.0 73.0 H34 28.5 50.625 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 H35 26.5 63 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 no 70,0 73.0 H36 28.6 74.25 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 'zap 70.0 n 37 28 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 • 73.0 4 37 38.375 3 3 37 50.825 3 4 37 3 5 -89.0 70.0 70.0 82.0 70.0 73.0 70.0 73.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 70.0 820 70.0 82.0 70.0 73.0 .70.0 73.0 37 74.25 3 5 59.0 59.0 70.0 82.0 /16 GLA ING ITE 11/18" Laminated/Insulated GLAZING OPTION DETAIL'S : 0 2020 24 24 2 2 59.0 59.0 79.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2030 24 38 2 3 59.0 59.0 70.0 82.0 820 70.0 73.0 70.0 73.0 2040 24 48 2 4 59.0 69.0 70.0 82.0 70.0 820 70,0 73.0 70.0 73.0 2050 24 80 2 5 59.0 2080 24 2 5 59.0 7 59.0 0.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 82.0 70.0 82.0 700 73.0 70.0 73.0 2820 30 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2630 30 3 3 59.0 590 70.0 820 79.0 82.0 mo 73.0 70.0 73.0 2640 30 48 3 4 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 2680 30 80 3 6 59.0 59.0 .70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2660 30 12 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2820 32 24 3 2 59.0 59.0 70.0 82.0 70.0 820 70.0 70.0 73.0 2830 32 38 3 59.0 59.0 70.0 82.0 79.0 82.0 70.0 73.0 70.0 73.0 2840 32 3 4 59,0 69.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 2850 32 3 5 59.0 2860 32 3 5 59.0 59.0 70.0 59.0 70.0 82.0 70.0 820 Rio 73.0 70.0 82.0 70.0 • 820 70.0 73.0 70.0 73.0 3020 38 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 700 r 73.0 70.0 73.0 3030 38 38 3 3 69.0 50.0 70.0 82.0 70.0 132.0 70.0 73.0 70.0 73.0 3040 36 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3060 38 60 3 5 59.0 59.0 70:0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3050 38 72 3 5 59.0 59.0 70.0 82.0 *Weal iv N. EROSO Rootdon £..b A iltulm?1°DUIdireCTY441CodeRrifirsiVolS131)th° °Wilda AcooplansoNo /4- ExpiratioaDate • LAWSON (INtilt.JS•TX9IE, INC.) 8501 N.W. 90 ST. 91903.91, 03.00188 33185 1114 No. (305) 888-8860 MANIPACTURER OP WARM* ALUMINUM *wow AND WASS DOORS Dram gram Part Claw IPrad Cettepole SerbaaladeP 132,, lbfaratx fr 10612.1.* 11, NOA 2100583.9 938505 3200 LCNOA 118-01 Series: 3200 Outswing Impact Casement Window GLASS & DP CHARTS AND GLAZING DETAILS FOR "X" UNITS Prolate! R4f*A41* CASLIENT3200-0BNOA-01 rrapeat Amber/ 3.3200-0801 5 OP 7 5/18" LAMINATED GLASS COMPOSITION - TYPE "A" ITBN DESCRIPTION DETAIL ! I/8' ANNEALED GLASS .0 :, --- vm. 2 0090• AVE INTERLAYER DUPONT � O 3 1/8' ANNEALED GLASS 0..1' - 5/16" LAMINATED GLASS COMPOSITION -. TYPE "0" IT= DESCRIPTION DETAIL 1 1 /D' NEAT- STRENGNTENED GLASS ,; M 5 0990• PVB INTERLAYER StLUTIA _ - _._ 3 1/8' NEAT- STRENGHTENED MASS 0..1' - 5/18" LAMINATED GLASS COMPOSITION - TYPE "C" ITEM DESCRIPTION DETAIL 1 1/B' HEAT- STRENGHTENED GLASS ,; M E 0090' SDP INTERLAYER DUPONT 3 3 1/8' HEAT- STRENRHTENED GLASS CAW- 7/16" LAMINATED GLASS COMPOSITION - TYPE "D" ITEN DESCRIPTION DETAIL 1 3/16• ANNEALED GLASS =� 2 0090' AVE INTERLAYER SDLUTIA 3 3 3/16' ANNEAL D GLASS CAW- 1118" LAMINATED GLASS COMPOSITION TYPE "E" ' 17EN DESCRIPTION DETAIL a, I l /8' ANNEALED GLASS 5 0990' PvB INIERLAYER SDLUTN ,;4._� '■ .0 1/s• 3 1/8' ANNEALED GLASS r'' '` .'-"lT 4 1 /4• INSULATED AIR SPACE ': 7t��1IrR'v: 5 1/5' ANNEALED GLASS LAMINATED GLASS TYPES 9/16 GLA ING ;ITE 5/18" Laminated Flange France Window Gazed with 3200 hroactCasementWindow Configuration: "XX", "X37' or "OX" Glaosnype "A' 6'!18" ATeiealed Glass GlassType Glass Type "C' TYPe "C' G1essTypa "E" war Rs.laass- PvR 8118" HS. Gass SGP 7118" Annealed Gass 11116" howled Glass /16 GLA DIG EITE 7/16' Laminated Size VEddt CO-d8 _._ {in) .. Weft Anchors (in) Head/S111t Jamb 37 28 4 1 2 P 1 p) �} 70.0 1 70.0 730 73.0 J2 psf Pd 70.0 82.0 70.0 73.0 70.0 73.0 23 1 37 36:378 4 1 3 70.0 1 70.0 70.0 73.0 70.0 820 7110 73.0 70.0 73.0 24 I 37 53625 4 1 4 70.0 1 70.0 740 73.0 70.0 820 70.0 73.0 70.0 73.0 25 1 37 4 1 4 70.0 1 70.0 70.0 73.0 7110 820 70.0 73.0 740 73.0 32 1 53.125 23 4 1 2 70.0 1 740 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 53125 38375 4 I 3 740 1 70.0 700 73.0 70.0 820 700 73.0 70.0 73.0 34 1 53.125 54625 4 1 4 70.0 1 740 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 35 1 53.125 D22 1 74 4 I 4 70.0 f 70.0 70.0 73.0 70.0 82.0 700 73.0 7ao 73.0 8 I 2 70.0 1 70.0 70.0 73.0 70.0 820 7110 73.0 70.0 73.0 D23 1 74 3&376 6 ! 3 70.0 1 740 70.0 73.0 740 82.0 740 D24 1 74 511625 6 1 4 70.0 1 70.0 70.0 73.0 70.0 820 70.0 73.0 730 70.0 73.0 70.0 73.0 1 74 6 1 4 70.0 1 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 9/16 GLA DUG :ITE 11/16' Laminated/Insulated GLAZING OPTION DETAILS 302D 1 36 3s 4 1 2 730 70.0 740 73.0 700 82.0 70.0 73.0 740 73.0 3030 1 36 4 3 70.0 1 740 70.0 73.0 7110 820 70.0 73.0 70.0 73.0 3040 1 36 "48 4 1 4 70.0 1 70.0 70:0 73.0 70.0 820 7110 no 70.0 73.0 3050 1 38 4 I 4 740 1 70.0 70.0 73.0 70.0 820 700 73.0 70.0 73.0 4020 1 .48 24 4 .I 2 700 1 70.0 70.0 73.0 70.0 520. 70.0 73.0 70.0 73.0 48 4 I 3 70.0 1 70.0 70.0 73.0 70.0 820 700 73.0 70.0 73.0 4040 1 48 4 , 4 70.0 1 70.0 700 73.0 70.0 820 70.0 73:0 70.0 73.0 4050 1 48 60 4 1 4 7110 1 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 5020 60 5 1 2 740 1 70.0 7110 73.0 70.0 82.0 70.0 73.0 70.0 73.0 5030 1 60 33 5 1 3 700 1 70.0 7110 73.0 700 820 70.0 73.0 700 73.0 540 1 60 5 1 4 70.0 1 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 5050 1 60 60 5 1 4 70.0 1 70.0 70.0 73.0 70.0 82.0 70.0 73.0 7110 73.0 72 .24 6 1 2 7110 1 70.0 740 73.0 70.0 82.0 70.0 73.0 700 73.0 6030 1 72 8 1 3 70.0 1 7110 70.0 73.0 7110 820 7110 6040 1 72 48 8 1 4 70.0 1 70.0 70.0 730 70.0 820 70.0 730 7ao 73.0 7a0 73.0 73.0 6051 1 72 6 1 4 7110 1 700 70.0 73.0 70.0 82.0 70.0 73.0 70.0 730 . 111111.. ad O 55225 S1 *' TE OF W. ►VdSL'y 1100 MINIM PRODUCT REVISED es complying bt withthe1 ai Accep1m0o0 No Expitado2Data arms Clam Para Clam Prod L'0ANrp 'Swim/NNW, WORM 3200 tam O /an".r H LCNDA 08-01 5000,00050 1"NA1m. Mat A Rorffiad to Comply 0/ 2010 THC L WSON (xwr.x.JSTEtIEB1, INC.) 8501 N.W. 90 ST. PH � 6N . ( 806 -880 MAMOFAOl msa OF WWII ALTIMTMON WINDOW AND MSS DOORS D'm"" Op N. ERAZO Rabat RN N. ERAZO Ow. 07/87 /09 TANN . 0,0./ A 0a" 01/20/12 Series: 3200 Outswing Impact Casement Window GLASS & DP CHARTS AND GLAZING DETAILS FOR 10X- 0X -X0" UNITS a G' Pradwe] A Hr'"enalNE 00 -08NO -o1 � ' L3200 -0801 Pl"A 8OP7 �4 4 f 216 FRAME O FRAME IN -POST L -3003 8063 -T6 ALUMINUM RAIL 1.435 1 ..as2�'� 4" 4" 4" Y . I 1 T R91. 2- g O� 5 1R j 4° P.H./PHIL � . 2.250 HEAD L -3001 8063 -T6 ALUMINUM 062 aasz F i I os2 11 : . � l�7!!� pIusriTj522 iiTs 0101.- i .71111 IL 1 (--- t_ .71= 1.11. ANCHOR CLUSTER (HEAD /SILL TYPICAL) , VENT JA416 1 ,, - VENT 1 1. 2.39. r� FRAME JAMB _. __ _ -- _ - -_ — _ IMPOST ANCHOR DETAIL FRAME CORNER DETAIL % RAIL CORNER DETAIL .797 Soo 2t = 0 0 0 FRAME SILL / JAMB L -30013 6063 -76 ALUMINUM --.1762 �2 0 0 0 0 - FRAME IMPOST • t.g7s VENT RAIL 0.062 L -3004 SEE MULLION APPROVALS FOR MULLION TYPE, S1ZE AND MAX. 2.250 2.,, . 0.062 6083 -T6 ALUMINUM NOTE: CASEMENT k - .ia,:n,�tr,`uarnrfj ` lr DESIGN PRESSURE LIMITATIONS. THE LOWER PRESSURES OF FIXED, WINDOW OR MULL SHALL GOVERN I/4• MAX. SHIM SEEZELEV. FOR SPACING L FRAME SILL * EI [ j jt • rig' "� �� 0.668 2.399 1. ALL STEEL IN CONTACT WITH - � 8 Allal 0.o7s FRAME SHEAR 47 L PLATE 0.340 ALUM. TO BE PAINTED OR PLATED. 2 METAL STRUCTURES: (STEEL OR ALUM. 1/8" MIN. THICK} . p �t� j • , ::7� A) STEEL : Fy = 36 KSI MIN. B) ALUMINUM : 6063 -T5 MIN. ASSEMBLY SCREWS 1.21 ALUMINUM SNUBBER a L-3014 6063-T5 ALUMINUM 0.120 1231 -3007 8083 -T5 ALUMINUM 0,377 _�_� .. • P.H. SM61 /4" PERIMETER WINDOW FRAME 3B /t%HO. FRAME IM OST DETAIL SEALANT METAL STRUCTURE ATTACHMENT DETAIL FRAME & SASH CORNER ASSEMBLY DETAIL 10 FRAME SILL ANCHOR CLIP L -3006 6083 -T8 ALUMINUM 0.181-T-4 as 4T 1 ia. .094 i} FIXED LITE MOUNTING BRACKET L -3006 6063 -T6 ALUMINUM aRmmplyingwWt the FIa Ida complying Aocaptaaoe No i Expiatio°bmk2,7,f; �re.*.•x/ L/ /�...:..4. /Lc'• .970 0.070 -4 ( .478 qq� "6 PtY9 �86e®oBOO ®. 2.794 12 GLAZING 8/18" L -3010 6063 BEAD Laminated or L -7708 -T5 ALUMINUM -0.050 }6 GLAZING BEAD Q EY /YB° insulated/Laminated L -3011 or L11-133 6063 -T$ ALUMINUM 0.915 ® 0.801 GLAZING 7/18° L -3009 6063 HEAD Laminated or L11 -Y139 -TS ALUMINUM + e v'I" m® q' `f' e j, °o $ �L tf�i �6 °S �� *ti it ; E 1�' Y = .. r • , OF ,•at/� vMOM j ®P,o �� 'Sr 0 Mid ..2 10° t? 018 y (� pp,�1�.��fG,��,e� ®a DATE , �pL iala� RMWs Belem a Revised to Comply e/ 2010 FBC I�/j�Q/j /]��(] gp `�, 7 C S� 1 V wFLORIDA 33186 Cx1.notrtirr1EtxE13, INC.) PH No. (3118) 898 -8680 MANUFACTURER OP QUALM ALUMINUM WINDOWS AND GLASS DOORS teem moo Port Liam een4 a op„e, g„{„/R,p0 R„„ DOD.= e+ 2.466, e+ r-,t I AssEMStYI WINDOW 3200 1 1.0804 08 -91 Dainc. DV N. ERAZa dabs Drama /ea/GB Dodo vane SerIC3: 3200 OUtSWlrig Impact CS:S6112@A>+ WlhdOVr EXTRUSION CROSS - SECTIONS, & ASSEMBLY DETAILS 0.801 0.391 rows d so, N. ER120 0.266 0.050 0.668 .115 o s� Pam°" 4 ,+ + a nmw A a. rn a rm ao I ea..n OASEME4 200- easle -Ot + L$$0o -0801 Y OP 7 MIAMI- COUNTY M� Il1Dr� oN OperfiN4 � B .dam DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (OA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I. APPROVAL DOCUMENT: Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25 /12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, 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 and renews NOA # 10- 0610.02 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade,aov /nera/ NOA No. 12- 0127.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2012 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. , TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. IIETI -02 -1714, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1716, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.07) 3. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 02 -T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.07) 4. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1383, dated 2/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02- 0501.05) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03- 0225.06) E -1 aftaLet0 Manuel.Perez . Product Control Exa er . NOA No. 12-0127.07 Expiration Date; May 30, 2017 Approval Date: March 29, 2012 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1717, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.06) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1376, dated 1/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 03- 0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1.. Statement letter of conformance, complying with FBC -2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 10-0610.02, issued to Lawson Industries, Inc. for their Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement -- L.M.I., approved on 10/06/10 and expiring on 05/30/12. Manuel P P.E. Product Control iner NOA No. 12- 0127.07 Expiration Date: May 30; 2017 Approval Date: March 29, 2012 E -2 ANCHOR /CLIP GLAZING PRODUCT ANCHOR /CLIP HORIZONTAL MULLION t /*-- 3 ." _ 1 ' ✓ / �1 GLAZING PRODUCT 1 �` VERTICAL MULLION GLAZING PRODUCT ANCHOR /CLIP -‘ \ I ` J \J. VERTICAL PRODUCT ` - MULLION GLAZING ; PRODUCT W1 W2 W3 MULLION SPAN WIDTH (W) = Wt + W2 + W3 2 r ALIP WI W WIDTH (W) = WI 2 + W2 N HORIZONTAL. MULLION GLAZING PRODUCT VERTICAL MULLION z GLAZING GLAZING °d7 PRODUCT PRODUCT nv°'i s ANCHOR /CLIP o a MULLION SPAN WI W WIDTH (W) = WI 2 + W2 N HORIZONTAL. MULLION GLAZING PRODUCT 3 Diu.,, •,`....i GLAZING PRODUCT VERTICAL MULLION ; i h GLAZING' a PRODUCT w1 -._ ANCHOR /CLIP r-HORIZONTAL MULLION GLAZING •,%'- PRODUCT •. ‘■,. Diu.,, •,`....i GLAZING PRODUCT VERTICAL MULLION ; i h �. \-. GLAZING PRODUCT rANCHOR /CLIP 1 a w1 -._ J W2 o a MULLION SPAN WIDTH (W) - W1 2 + W2 TYPI MULLION ARRANGEMENTS N N F THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH AU. LAWSON'S MIAMI -DADE COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLION$ USING MULLION PROPERTIES ONLY QNERAL NOTES: 1. THI EEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 8. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF W000 ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2010 FLORIDA BLDG. CODE - SECTION 2003.8.4. MULLION at CUP NOTES: 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6. 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS 7 1 m a g 1 1 1 LL .156 TYP. 1.695 .4 4.500 3.000 2X MULLION CLIP 8083 -18 NOTCH .LA. .750 2.000 .125 2.250 4,500 1X MULLION CLIP 6083 -T6 NOTCH OPTIONAL 2.000 N. 2.000 NOOPTTIO AL ANGLE CUP 8083 -06 .062 .128 .125 4.000 2000 1 1 1.732 2.062 8 .102 1.062 1 X 4 X 3 CUSTOM MULLION CUSTOM MULLION 8063 -08 6083 -16 Ixx: 2.070 in °. Ixx: 1.000 in4. Sxx: 1.035 ins Sxx: 0.667 ins (FLANGE FRAME) (FIN FRAME) 1 X 3 CUSTOM MULUON 8083 -16 Ixx: 0.950 in Sxx: 3 1.000 .156 ' -1.188 1 X 2 1 X 2 CUSTOM MULLION CUSTOM MULLION 8083 -T8 8083 -78 Ixx: 0.370 in Ixx: 0.330 ins Sxx: 0.370 ire Sxx: 0.330 Ina (FIN FRAME) (FLANGE FRAME) MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING CLIP LENGTH MULL "L" 1X2 1.688' 1 X 3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5.688' 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. STD. TUBE MULLION 6083 -08 Ixx: 8.280 ins Sxx: 2.760 ins STD. TUBE MULLION 6083 -16 Ixx: 2.980 ins Sxx: 1.490 ins INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. 6083 -18 Ixx: 2.070 ins Sxx: 1.035 in STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. STEP 2 RE usE APPROVED E S GLAZING PRODUCTS HEFTING 66080 LOAD STEP 4 USE CONNECTION To MULLION AS PER mower APPROVAL. STEP 4 sPECWY MAMA SMM SPACING. SIZE USING CHARTS ,STEP 5 of 11 11590 THHAAN 10 SELECT SPECIFIED IED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 8 THRU 9 AND ANCHOR CHARTS STEP G ON SHEET 9. SELECT ANCHOR TYPE marl DESIGN RATING MORE THAN THE DEMON LOADS SPECIFIED W STEP 1 ABOVE. 125 .125 cr) X 3 1 X 2 STD. TUBE MULLION STD. TUBE MULLION 6083 -18 6083 -18 Ixx: 0.950 in4. Ixx: 0.330 ins Sxx: 0.633P9PULT RFC§wo.p330 ins es complying with Mm rano* Bgildreg Code Aeceplancc No radon 0050 RECTANGULAR ALUMINUM T r7 USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI -DADE COUNTY APPROVED IMPACT AND NON- IMPACT PRODUCTS. NOTES* 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. 1811 Width (w) MULL SPAN 18 TUBE MULLIONS 1X2 1X3 1X4 2X4 1 2X6 Width (w) MULL SPAN 1 X 2 TU LIONS 1 X 3 1 X 4 2X4 2X 6 24 30 36 42 48 54 60 66 72 78 38- 3/8" 160.0 160.0 123.0 102.5 87.9 76.9 68.3 81.5 55.9 51.3 47.3 150.0 150.0 150.0 150.0 150.0 150.0 137.6 123,9 112.8 103.2 95.3 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 18 24 30 36 42 48 74 -1/4" 64 60 66 72 78 28,3 21.2 17.0 81.5 61.1 48.9 40.7 34.9 30.8 27.2 24.4 22.2 20.4 18.8 150.0 133.2 108.5 88.8 78.1 68.6 592 53.3 48.4 44.4 41.0 150.0 150.0 150,0 127.8 109.5 95.8 85.2 78.7 89.7 63.9 59.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 144.2 131.1 1202 110.9 Widthjw) 18 MULL SPAN 1 X 2 TUBE MULLIONS 1 X 3 24 30 36 42 48 54 86 72 78 120" 19.3 1X4 2X4 42.1 80.5 2X6 150.0 31.5 45.4 128.2 25.2 38.3 100.9 21.0 30.3 84.1 18.0 25.9 72.1 15.8 22.7 83.1 202 58.1 182 16.5 50.5 45.9 15.1 42.1 18 24 30 36 42 48 84 60 66 72 1 60.8/8 89.3 67.0 53.8 44.6 38.3 33.5 29.8 28.8 24.4 22.3 20.6 62.6 48.9 37.5 31.3 28.8 23.5 20.8 18.8 17.1 15.6 48.3 34.8 27.8 23.2 19.9 17.4 15.4 150.0 150.0 142.3 118.8 101.7 89.0 79.1 712 64.7 59.3 54.7 150.0 135.1 108.1 90.1 772 87.5 80.0 54.0 49.1 45.0 41.6 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 50.0 150.0 145.4 \,150.0 150.0 116.3 150.0 105.7 150.0 95.9 139.5 89.6 128.8 150.0 150.0 150.0 150.0 150,0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 18 24 30 38 42 48 84" 54 60 66 72 76 18 58.3 42.2 33.8 28.1 24.1 21.1 122.6 92.0 73.8 81.3 52.8 46.0 150.0 132.4 105.9 88.3 75.7 66.2 150.0 150.0 150.0 150.0 150.0 140.8 18 24 30 36 42 18.8 40.9 58.8 125.2 48 84 16.9 38.8 53.0 1127 80 132" 31.6 45.5 38.8 126.4 23.7 34.1 94.8 19.0 27.3 75.8 15.8 22.7 63.2 19.5 17.1 15.2 542 47.4 42.1 15.3 33.4 30.7 37.7 28.3 22.6 18.8 162 28.3 821 48.1 44.1 40.7 118.3 88.7 71.0 59.1 50.7 44.3 38.4 35.5 32.3 102.4 93.9 88.7 68 72 78 37.9 34.5 31.6 292 . 24 30 38 42 48 84 60 86 72 78 18 67" 24 30 36 42 48 54 80 66 72 78 63" 150.0 150.0 150.0 150.0 150.0 150.0 131.1 150.0 114.7 150.0 101.9 148.8 91.7 132.1 83.4 120.1 76.5 110.1 133.4 100.0 80.0 68.7 57.2 50.0 44.5 40.0 38.4 33.3 30.8 70.8 101.6 160.0 160.0 150.0 150.0 150.0 150.0 1252 150.0 107.3 150.0 93.8 135.1 83.4 120.1 75.1 108.1 00.3 98.3 62.6 00.1 57.8 83.2 24 30 36 42 48 84 60 86 72 78 61.8 49.3 41.1 352 30.8 27.4 24.8 22.4 150.0 150.0 150.0 143.8 123.2 107.8 95.8 88.3 78.4 18 24 30 36 42 48 84 60 20,5 19.0 18 24 30 38 42 48 108" 84 60 68 72 78 26.5 19.9 15.9 57.7 43.3 34.6 28.8 24.7 21.6 19.2 17.3 15.7 29.8 27.3 83.1 62.3 49.8 41.5 35.8 31.1 27.7 24.9 22.7 20.8 192 71.9 88.3 150.0 150.0 136.3 113.8 97.4 85.2 75.7 68.1 62.0 58.8 52.4 68 72 78 144" 24.3 35.0 97.4 18.3 28.3 73.0 21.0 68.4 17.5 48.7 15.0 41.7 38.5 32.5 29.2 18 24 30 38 42 48 54 60 68 72 78 150" 31.0 28.8 24.3 22.5 88.1 cio N a e 0 4 0 1 1 1 1 23.3 64.6 18.8 51.7 15.5 43.1 38.8 32.3 28.7 25.8 23.5 21.5 19.9 GLAZING PRODUCT WI - HORIZONTAL MUUION ' PRODUCT GLAZING PRODUCT GRPRODUCT P T ULUON SPAN TYPICAL MULLION ARRANGEMENTS ARCHES TO 8E INSCRIBED INSIDE RECTANGULAR SHAPE NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) - WI + W2 2 PRoDUcr REV188D as complying with th Fladde. Buildfhg Coda Acceptance No Expiration Date X 1 i 1 1 STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width (W), 18 24 30 38 42 48 54 60 66 72 78 MULL SPAN 1X3 1X4 2X4 2X6 Width (w) MULL SPAN IX3 1X4 2X4 I 2X6 Width (w) MULL SPAN 38- 3/8" 150.0 160.0 150.0 180.0 150.0 150.0 150.0 150.0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 18 24 30 38 42 48 54 60 86 72 78 74.1/4" 150.0 150.0 160.0 139.5 150.0 160.0 111.8 150.0 150.0 93.0 150.0 150.0 79.7 150.0 150.0 68.7 150.0 150.0 62.0 134.8 150.0 55.8 121.2 160.0 50.7 110.1 160.0 48.5 101.0 150.0 42.9 93.2 150.0 18 24 30 36 42 48 64 60 66 72 78 505/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 147.7 135.3 124.9 160.0 150.0 150.0 150.0 150.0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 18 24 30 36 42 48 54 80 88 72 78 57" 150.0 150.0 150.0 150.0 180.0 150.0 137.0 123.3 112.1 102.8 94.8 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 160.0 160.0 150.0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 18 24 30 36 42 48 54 60 66 72 78 84" 128.4 150.0 160.0 98.3 150.0 150.0 77.1 160.0 150.0 54.2 139.5 150.0 55.0 119.5 150.0 48.2 104.8 150.0 42.8 93.0 150.0 38.5 83.7 135.9 35.0 78.1 123.6 32.1 89.7 113.3 29.8 64.4 104.8 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 160.0 160.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150,0 160.0 150.0 18 24 30 38 42 48 120" 64 60 66 72 78 1X3 44.0 33.0 28.4 22.0 18.9 16.5 18 24 30 38 42 48 54 80 88 72 78 132" 33.1 24.8 19.9 16.5 18 24 30 38 42 48 64 60 68 72 78 96" 86.0 150.0 84.5 140.1 51.8 112.1 43.0 93.4 38.9 80.1 160.0 150.0 150.0 150.0 150.0 150.0 150.0 130.1 150.0 160.0 18 24 30 36 32.3 70.1 113.8 I 150.0 28.7 62.3 101.2 I 150.0 25.8 56.1 91.1 I 150.0 23.5 51.0 82.8 I 150.0 21.5 48.7 75.9 I 150.0 19.9 43.1 70.0 150.0 18 24 30 38 42 48 84 60 66 72 78 63" 150.0 150.0 150.0 150.0 130.5 114.2 101.5 91.3 83.0 78.1 70.2 150.0 150.0 150.0 150.0 160.0 150.0 150.0 150.0 150.0 142.4 131.4 W1 w2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 160.0 150.0 150.0 150.0 150.0 160.0 150.0 160.0 150.0 150.0 160.0 150.0 150.0 150.0 150.0 18 24 30 36 42 48 54 80 66 72 78 108" HORIZONTAL MULLION � �. GLAZING PRODUCT ¢-, VERTICAL MULLION 0 GLAZING PRODUCT GLAZING PRODUCT M W1 w2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 160.0 150.0 150.0 150.0 150.0 160.0 150.0 160.0 150.0 150.0 160.0 150.0 150.0 150.0 150.0 18 24 30 36 42 48 54 80 66 72 78 108" HORIZONTAL MULLION � �. GLAZING PRODUCT `.s, --I 3 GLAZNG PRODUCT GLAZING PRODUCT MULLION SPAN 80.4 131.2 160.0 150.0 45.3 98.4 150.0 150.0 38.3 78.7 127.8 150.0 30.2 85.8 108.8 150.0 25.9 58.2 91.4 150.0 22.7 49.2 79,9 150.0 20.1 43.7 71.1 150.0 18.1 39.4 84.0 150.0 16.6 35.8 58.1 147.0 15.1 32.8 53.3 134.8 30.3 49.2 TYPICAL MULLION ARRANGEMENTS 124.4 42 48 64 80 88 72 78 18 24 30 38 42 48 54 60 66 72 78 INSIDE RECTANGULAR SHAPE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = W1 2 + W2 144" 25.5 19.1 15.3 1 X 4 95.7 71.8 57.4 47.8 41.0 35.9 31.9 28.7 28.1 23.9 22.1 71.9 53.9 43.1 35.9 30.8 27.0 24.0 21.6 19.8 18.0 18.8 55.4 41.5 33.2 27.7 23.7 20.8 18.5 18.6 15.1 2X4 2X6 150.0 150.0 116.6 150.0 93.2 150.0 77.7 150.0 86.8 150.0 58.3 149.7 51.8 133.1 48.8 119.8 42.4 108.9 38.9 99.8 35.9 92.1 118.8 150.0 87.6 150.0 70.1 150.0 58.4 180.0 50.0 128.5 43.8 112.5 38.9 100.0 35.0 90.0 31.8 81.8 29.2 75.0 28.9 89.2 89.9 150.0 67.5 150.0 54.0 138.6 45.0 115.5 38.5 99.0 33.7 86.8 30.0 77.0 27.0 89.3 24.5 83.0 22.5 57.8 1 150" 22.8 16.9 49.0 38.7 20.8 79.6 59.7 3.3 150.0 150.0 29.4 24.5 21.0 18.4 47.7 39.8 34.1 29.8 122.8 102.2 87.6 76.8 16.3 26.5 68.1 23.9 61.3 21.7 55.7 19.9 18.4 PRODUCT REVISED BS complying with Ilse FIarMa BBIIdIng Code AceeptmncNo B •Iretion Dato 51.1 47.2 I 5/16° TAPCONS 1-1/2" mat. WOOD PENETRATION 2 PER CLIP (1 ON EACH WING) 5/16" TAPCONS 1-1/2' We WOOD PENETRATION 1 PER ANGLE MIN. EDGE DIST, 2-3/ 6" CONCRETE OR 4" OLLOW BL CK 3/4" MIN 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 4 PER CUP ca ON EACH WING) Fla* 4WIA11.11111 S/16" TAPCONS 1-3/4' LEN. EMBED INTO MASONRY 2 PER ANGLE IX FLOATING CUP 2 BY WOW BUCK %MAU(' 2 7/16" 3/4" MIN. EDGE DIST. 5/16" TAPCONS 1-1/2' 1.11N. WOOD PENETRATION 1 PER "NZ 1 BY WOOD BUCK ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. MIN. EDGE DIST 2-3/16" CONCRETE OR 4" HOLLOW BLi K 1X FLOATING CLIP 2 2 * ANCHORS TYPE '0' (INTO BLOCK) ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 1%4" & 2"x4" MULL 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER CLL., (1 ON EACH WING) ALTERNATE ANCHOR LOCATION ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD I I • 8/16" TAPCONS 1-3/4' PEN. EMBED INTO MASONRY 1 PER ANGLE 51 1 /4" MIN. E ED 5/16" TAPCONS 1-1/2" MTN. WOOD PENETRATION 4 PER CUP (2 ON EACH WING) 1111175001.111111 H Are ei0-111 -.4011.0.11.11111 18.1 WOOD BUCK III FLOATING CUP •-• FLOATING CUP 2 BY WOOD BUCK ..2,dicm2oxoter ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK PRODUCT REVISED las complying with the North Euildins Coda Acceptance No Expiration Data By I N I I I I 0 MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLO K 5/16' TAPCONS 1-3/4' MIN. EMBED INTO MASONRY 1 PER ANGLE CONCRETE OR CEMENT BLOCK CONCRETE 0 CEMENT BLOCK FLOATING CUP 2 41. ,:1 2 ,Atoir" . s • : ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK ALTERNATE ANCHOR LOCATION MULL MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" 'IOLLOW BL K 3/4 IN 5/18' TAPCONS 1-3/4" miN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) : • • `o 4 • • Z.+ 5/16" TAPCONS 1-3/4' MN, EMBED INTO MASONRY 2 PER ANGLE 2 7/16 MIN. FLOATING CLIP I I L 3 1/4" MIN. MULL CONCRETE OR CEMENT BLOCK ANCHORS TYPE 'D' (INTO BLOCK' ANCHORS TYPE •G• (INTO CONCRETE) 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1"x4" & 2"x4" MULL II II Ii II I II II II II 1 I it II 1.1 U MULL FLOATING CUP CONCRETE OR CEMENT BLOCK EMS 1111ER ANGLE 'A' 5/ " TAPCONS 1 -3/4 MN. EMBED INTO MASONRY 1 PER ANGLE ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULUONS. TAPCONS MAY BE HEX OR FLAT HEAD. 5/16" TAPCONS 1-3/4" 14IN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH MIND) CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. Mem= rawsee. as complying. with the Flurk% Building Coda ANeptancONo Expiration Data • ' 4 /);IfPfiZirr 9 a g N 1 I. J I I I I; Jo MIN. EDGE DIST. 2 -3/16" CONCRETE OR 4" HOLLOW BL K 3 -3/4" MIN 5/18" TAPCONS 1 -3/4' MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WINO) MIN. EDGE DIST 2 -3/16° CONCRETE OR 4" HOLLOW BL. K 3 -3/4" 16 -3/4^ TAPCONS EMBED INTO MASONRY MIN. 4 PER CUP (2 ON EACH WING) CLIP LENGTH MULL °L" 2 X 4 3.68B' 2 X 6 5.688' 2X6 MULL 5/18' TAPCONS 1 -3/4" MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) 1 3/4" MIN. N 2K8 MULL 5/18' TAPCONS I -3/4' MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WINO) 1 3/4" MIN. 2X6 MULL CLIP LENGTH MULL °L° 2 X 4 3.688' 2 X 6 5.688' 12 M I I I MIN. 5 11/16" ANCHORS TYPE 'E' (INTO BLOCK' ANCHORS TYPE 'H' (INTO CONCRETE) ANCHORS INTO CONCRETE or BLOCK 2'X6' MULL SHOWN ALL. CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 2°X6° MULL SHOWN CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. TOY WOOD BUCK PRODUCE RK with the VISPD WOW* complying Building Coda No BXpIrapttiOU Data By Miam A i � o c g 4• 011. °'iw * 111 " MIN. EDGE DIST 2 -3/16" CONCRETE OR 4' HOLLOW 131..0 K S /t8" TAPCONS 1 -3/4' MIN. EMBED INTO MASONRY 4 TOTAL (2 ON EACH WING) 3 -3/4" CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI — RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYIATE LACQUER. LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. 5 /16' TAPCONS 1 -3/4' MIN. EMBED INTO MASONRY 2 PER ANGLE MIN. EDGE DIST 2 -3/16" CONCRETE OR 4" HOLLOW BL .• K OPTIONAL ANCHOR DETAIL. ANCHORS INTO CONCRETE OR CEMENT BLOCK CLIP LENGTH MULL "L" 1 X 2 1688" 1 X 3 2.688' I X 4 1688' 2 X 4 3.688' 2X 6 5.688' 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF TO TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY 2/ CHANNEL TUBE MULLION 02 F.H. S.M.S. 2/ SIDE 1/8' THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION ACCESS HOLE #14 FH EMS 2 PER CLIP -1/2' O.C. WM. TUBE IAJLUDN THIS SCREW CAN BE INSTAUED IN EITHER DIRECTION t . /12 FM 5MS PER CUP 1' O.C. MIN. 1 -3/4' X 2' X 1 /B" (FOR 261' TUBE 3/4' X 2' X 1 /B' FOR (tBY ALUM ANC CUT TO FIT SNUG INSIDE TUBE ANCHORS TYPE 'I' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR RAT HEAD. PRODUCT REVISED As complying with dro1ks(da' 8uildIl5 Coda Acceptance No tzlestion Date - k' r MW -i1 /r cf) h O .- ALUMINUM TUBE M Ll A 0 Is f f I I x Z ANCHOR V.88h MAW A B C D end SUMMATE E F 0 H I hi) Span Wi. WI Bk. Bk 18 24 3D 38 42 48 383/8 54 60 8e 72 78 13... .... 24 3D 38 42 48 506/8 64 80 68 72 78 18 Bk Cc= O10 Oorc. M5. 33 3D 36 42 48 57 54 80 68 72 16 24 30 38 42 48 63 64 80 72 78 150 132 105 58 75 .66 59 63 48 44 41 133 100 80 87 67 50 44 40 38 33 31 118 89 71 69 51 44 39 35 1E0 153 150 150 150 132 117 106 93 88 153 181 153 133 114 100 89 80 73 87 81 153 181 142 118 101 89 78 71 160 160 150 150 150 160 135 121 110 101 93 150 150 160 150 131 118 102 92 83 78 71 150 150 150 138 115 102 91 82 160 150 150 160 150 150 150 150 150 150 140 150 160 160 150 1E0 160 150 138 128 115 103 150 150 150 180 150 160 138 123 150 150 150 180 150 160 150 150 160 160 %/ft N4 Span 18 2A 14.304 A ANCHOR rani; and SUBSTRATE VU1 Wi 150 150 150 150 150 30 150 150 153 160 150 38 150 150 160 150 160 42 150 153 150 150 180 48 160 150 150 150 160 160 135 150 150 145 150 123 150 160 132 150 113 160 150 121 84 80 88 72 150 .904 150 150 111 150 150 150 150 150 150 150 150 160 147 150 128 160 114 150 903 180 93 150 66 141 33 160 150 180 160 150 150 160 150 150 160 150 160 150 150 150 150 150 150 140 160 129 150 119 160 150 160 160 150 160 137 122 110 100 91 84 18 18 24 30 38 42 48 54 60 68 72 78 741/4 84 91 150 88 138 C O B S 0 H I wlmn Bk Bk Bk Cam Odic (Ano ML (w) 150 150 150 160 150 180 160 18 150 150 150 160 150 160 150 24 64 109 45 91 39 78 125 150 160 140 160 150 150 30 104 150 150 117 150 160 128 38 34 88 33 60 89 134 150 100 78 118 150 87 70 105 139 78 27 25 23 21 54 49 45 42 63 84 125 70 57 88 114 84 62 7a 104 Ea 160 150 107 42 132 180 93 48 117 180 83 64 105 140 75 80 98 127 68 68 88 117 62 72 80 181 80 120 48 93 40 80 34 89 30 80 27 r 53 24 48 44 40 22 20 19 37 150 138 111 92 78 89 81 55 50 150 150 150 150 150 150 150 123 150 114 153 101 150 91 150 150 150 150 180 150 150 150 150 150 160 160 150 160 137 150 160 160 150 150 139 122 109 97 18 24 30 32 30 27 84 59 107 80 84 53 46 40 35 65 150 1E0 128 107 92 80 71 74 66 63 150 160 148 123 10.5 92 82 111 102 84 150 160 160 150 160 139 123 148 83 135 788 126 70 150 150 125 160 89 114 150 81 105 140 78 38 42 48 64 13 68 72 78 88 70 140 53 100 42 84 43 150 121 97 36 30 25 23 70 e0 53 47 81 69 98 51 72 81 108 58 78 150 150... • 150 .150 150.....160 18 160 160 150 150 150 150 24 150 150 124 150 160 132 30 139 180 103 150 180 110 33 119 153 88 133 150 84 42 104 138 77 118 160 83 48 92 123 69 103 137 73 , 54 83 111 82 93 124 58 80 78 101 6 65 112 80 86 69 92 52 78 103 55 72 64 95 48 72 85 51 . 78 160 160 150 150 160 150 18 150 160 135 150 150 145 24 148 150 108 150 150 118 30 121 150 93 138 150 98 36 104 138 77 116 160 83 42 M4ion 120 132 A V16. 58 42 34 28 24 21 ANCHOR TYPES and SL S1RATE' B C D E F 0 H VW. Bk Blk Bk Cana Cana Con°, 112 129 150 150 144 1E0 160 87 108 150 150 7T 87 130 180 72 109 144 82 93 124 Si 81 105 84 87 58 48 18 65 85 48 43 148 150 118 160 97 129 83 111 73 88 97 88 17 34 39 58 77 15 31 14 28 49 85 13 51 102 117 160 150 38 88 132 150 48 43 39 3e 33 131 83 31 70 108 141 28 Si 69 88 117 22 44 50 78 101 18 44 17 34 15 31 35 53 70 14 28 32 48 84 13 28 29 83 53 44 33 38 33 72 65 59 54 50 160 148 118 99 85 74 68 59 84 49 66 87 79 72 87 150 160 150 131 112 98 87 78 72 56 MU. 150 118 93 77 65 58 51 48 42 39 38 140 106 84 70 BD 63 47 42 38 35 81 91 121 66 102 135 72 46 21 19 18 18 42 39 35 32 150 150 150 160 153 137 150 118 1E0 103 150 92 150 150 160 160 150 150 138 160 150 150 160 160 160 180 160 150 181 147 128 110 9a 18 24 30 38 42 48 54 32 29 27 64 88 63 49 74 67 61 ANCHOR /CUP 111 101 92 88 147 82 134 75 123 83 113 63 124 113 103 95 150 150 937 127 88 80 73 e8 SO 68 72 78 108 82 126 47 94 37 31 62 27 53 23 47 21 42 19 17 18 14 37 34 31 29 64 81 108 60 90 120 64 84 48 73 97 81 81 108 88 60 44 68 88 49 74 98 83 88 40 81 81 45 88 60 48 72 37 58 74 42 63 83 45 78 143 150 1E0 150 150 150 150 18 108 160 160 120 160 181 128 24 68 128 150 Ea 146 103 30 72 108 143 83 121 160 88 38 81 82 123 89 103 137 73 42 64 81 108 83 90 120 64 48 48 72 98 81 83 107 57 54 43 65 88 48 72 96 51 BO 39 69 78 44 68 87 47 88 38 64 72 40 60 80 43 72 33 50 80 37 56 74 40 78 144 12 24 94 108 41 150 150 35 70 51 121 150 28 68 65 97 129 23 47 64 81 106 30 120 W 72 CO 18 35 40 81 18 38 64 72 14 28 32 49 e8 13 28 29 44 59 12 150 11 45 34 27 90 67 25 103 77 82 37 150 150 116 150 93 124 45 43 33 33 30 28 48 160 138 109 90 78 e8 60 54 49 46 42 81 32 160 128 160 98 144 77 120 64 103 55 90 48 60 A3 72 39 88 35 60 32 66 30 115 150 160 123 87 130 180 93 89 104 138 74 22 45 52 78 103 56 87 115 62 19 38 44 87 88 49 74 99 53 17 15 39 34 68 62 77 89 48 41 13 12 11 10 27 24 22 31 28 28 21 24 47 82 42 56 39 52 38 48 37 31 47 63 34 29 43 88 31 27 L WI a O PRODUCT MAZING PRODUCT ANCHOR /CUP W2 HORIZON7''AL MULLION SPAN TYPICAL MULLION CLIP ARRANGEMENTS ANCHOR CLIP NOTES; 1. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. S. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCT REVISED as ucomplpin$wIIhtheFhvllda I3uIWtng Coda Accgptanae No ✓. # L t B . Tiy l D a , m !'g, 53 28 CpC 0 z z +r v6RnCa0. vERT1CNL MU WON MULLION GLAZING PRODUCT PRODUCT NOR/CU L WI a O PRODUCT MAZING PRODUCT ANCHOR /CUP W2 HORIZON7''AL MULLION SPAN TYPICAL MULLION CLIP ARRANGEMENTS ANCHOR CLIP NOTES; 1. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. S. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCT REVISED as ucomplpin$wIIhtheFhvllda I3uIWtng Coda Accgptanae No ✓. # L t B . Tiy l D a , m !'g, 53 28 CpC 0 z z ot 4s g � �5 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "SH-7700 (Flange Frame)" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series -7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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 Section. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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 # 11- 0705.09 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.8ov /pera/ NOA No. 12-0127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. ... DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L7700 -0901, titled "Series -7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked —up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -09 -2530A and HETI-09-2530B, dated 03/02/09, all signed and sealed by Candido F. Font, P. E. • (Submitted under previous NOA No. Q9- 0706.09) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked —up drawings and installation diagram of aluminum single hung . window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -08 -2003 C, HETI - 08 -2004 A, HETI -08 2060 A, HETI -08 -2060 B, HETI -08 -2061 A, HETI -08 -2061 B, HETI -08 -2062 A, HETI -08 -20062 B, HETI-08-2063A, HETI- 08- 2063B, HETI-08-2064A and HETI -08- 2064B, dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08- 0825.17) 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, TAS 202 -94 along with marked —up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -2987 and FTL -2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 06- 0406.08) Manuel P P.E. Product Control iner NOA No. 12- 127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 E -1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300- 02/04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.02 issued to E.L DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas1 Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11 -0624.01. issued to E.L DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no fmancial interest, dated May 28, 2009, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.11- 0705.09) 3. Laboratory compliance letter for Test Reports No. HETI -09 --2530 A and HETI -09 - 253013, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, all signed and sealed by Candido F. Font, P. E.(Submitted under NOA No. 09- 0706.09) 4. Laboratory compliance letter for Test Reports No. HETI -08 --2003 C, HETI - 08- 2004 A, HETI-08-2060 A, HETI-08 2060 B, HETI -08 -2061 A, ETI -08 -2061 B, HETI-08-2062 A, HETI -08 -2062 B, HETI-08-2063A, HETI- 08- 2063B, HETI- 08 -2064A and HETI -08- 2064B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08 -0825.17) 5. Laboratory compliance letter for Test Reports No. FTL -2987 and FTL -2986, issued by Fenestration Testing Laboratory, Inc., dated April 03 and March 27, 2001, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 06- 0406.08) G. OTHERS 1. Notice of Acceptance No. 11- 0705.09, issued to Lawson Industries, Inc. for their Series "SH -7700 Flange" Aluminum Single Hung Window -- LM.I., approved on 08/18/11 and expiring on 12/27/16. ,110.1!„,_.., 4.4 !11 Man e1 P, ', .E. Product Control xa ner NOA No. 12-0127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 E -2 INSTALLATION ANCHORS, (B) NOE MAX. ER FRAME SILL (C) FRAME JAMBS (SEE SHEET 44) 48' WINDOW FLANGE FRAME WIDTH 13 314' 10 1/4' AMAX. ABOVE MEETING RAIL 6+ NEETING RAIL, A. ..••••• M.K. O.L.O. . L.a. vr. "843 9/16 8 •` i, 4 , n il ii.2 MO b.LM. Wlithri v/ i 'I 3/16' NG IL 6TAT t WING is g � iii �. 1 /. /lion g In ,`,1 _ i, y EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. General Notes: WINDOWTSUCK WIDTH 48' x 78" EQUAL LITE ELEVATION +INCLUDES UN -EQUAL LEES AND RADIUS HEAD (UNITED TO LOADS ON SHEET 4 OP 6) WINDOW FLANGE FRAME WIDTH INSTALLATION ANCHORS+ (A) 4 MAX. AT FRAME HEAD (B) NOW PER FRAME SILL (C) FRAME JAMBS (SEE SHEET X4) 52.155 WINDOW BLACK WIDTH UN -EQUAL LITE RADII= ATION (LIMITED TO LOADS ' - EET 4 OF B) INSTALLATION ANCHORS CA) 4 MAX. AT FRAKE HEAD CB) NONE PER ILL (C) FRAME JAMBS (SEE SHEET X4) • pi 53.125 WINDOW FLANGE FRAME WIDTH 6' 6. MAX ALL CORNERS) . —_ N. 13.L.0. W, H i D,' OtwW , �7W10 i �h g? 1 , n il ii.2 MO b.LM. Wlithri v/ i 'I 3/16' NG IL 6TAT t WING Max. n L.O. Mill .(; 11 16 . If � iii �. 9 B OWL ET�RA� 4. I'l J a' BELOW MEETD(G RA0.S ii H tic ii / , r _ _ •✓; 1' SI ou 6' 52.155 WINDOW BLACK WIDTH UN -EQUAL LITE RADII= ATION (LIMITED TO LOADS ' - EET 4 OF B) INSTALLATION ANCHORS CA) 4 MAX. AT FRAKE HEAD CB) NONE PER ILL (C) FRAME JAMBS (SEE SHEET X4) • pi 53.125 WINDOW FLANGE FRAME WIDTH 6' 6. MAX ALL CORNERS) . —_ N. 13.L.0. W, H i D,' OtwW , , n il ii.2 MO b.LM. Wlithri 9 9113. 6' MEETING ,Kt, 7H➢OVS v, 3 HI Vet r.P.J a ;a are I I I 1 � iii _. __ O {I1' � 9 B OWL ET�RA� 4. I'l J 6 NNUNNTINS INT. ARE APPLI W COLONIAL V/ SILICONE AND ARE BLE AS OPTIONAL. 52 .125' WINDOW BUCK WIDTH UN -EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 6) SERIES -7700 SINGLE NG IMPACT WINDOW - NGE FRAME 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300 -02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWINGS ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). 8.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET F2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FBC CHAPTER 24, SECTION 11.3.3.3. 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI -DADE COUNTY APPROVED WINDOWS USING A MIAMI -DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 13.) SEE SHEET II 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 14. ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. W p AT FRAME HEAD (B) •, PER FRAME SILL (C) F �• JAMBS (SEE SHEET 14) WINDOW FLANGE FRAME VISTA ■ 6' ALL CORNERS 1. —_ N. 13.L.0. W, H i D,' OtwW , .348 11 18, ' tt Iil I CO 1 9 9113. 6' MEETING ,Kt, _. __ O {I1' � 9 B OWL ET�RA� 6 EXT. & INT, SE COLONIAL MUNTINS ARE IED WI V/ SILICONE AN ARE AVAILABLE AS OP . MISS WINDOW BUCK WIDTH EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 8) 1 PR': DUCT REVISED Q 04838 whbtdeFldTlda (KDeDNo I -0 g Dote k44.46.• co) N a z 0 z a F d I I I I I z 4 I/4' TAPCUN W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET AI FOR MAX. FASTENER SPACING) 1 1 /B' M LIME D ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) e-- P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 414 S.M.S. V/ I 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 4I FOR MAX. FASTENER SPACING) L NATED GLASS PT. WOOD BUCKS SILICONE ADHESIVE BEDDING COMPOUND 1. INTERIOR 4' AIBEDMENT :.o a: 4 y • o Yom[` '1.4.*•• w.E'83(5'k'7,ADi ..�44I�-d4�_. s 4° �44�iNaJ:.-,■mr. EXTERIOR GRADE PERIMETER CAULKING 11,.LIIlI`t) 1Y11L.u3EnG, ' .1/4' TAPCUN V/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 41 TOR MAX. FASTENER SPACING) 'a 7 I I /8' MIN. °,. EDGE DISTANCE C N SILICONE ADHESIVE BEDDING COMPOUND INATED GLASS 4 INTERIOR EXT. GRADE CAULK EXTERIOR EXTERIOR GRADES e,_,t:. _•+,._+n$ PERIMETER CAULKING WINDOW FRAME WIDTH 414 S.M.S. W/ I 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET DI FOR MAX. FASTENER SPACING) EXTERIOR EXT. GRADE CAULK 1' MIN. DGE DISTANCE WINDOW INSTALLATION NOTES' 1. THE WINDOW FRAME FLANGE TO BE BACK - BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8 ". SHIMS ARE NOT REQUIRED. ANCHORS NOTE; ANCHORS TO BE RiP SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONE.. WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) EXTERIOR GRADE PERIMETER CAULKING 1/4' MAX. SHIM TYP • 1 o @o��a� �.o*46u 0M' 0*< Cy� �� .•ice � �� 3tq 4 It • aA I BY OR 2 BY WOOD BUCK LAMINATED GLASS COMPOSITION - TYPE It ITEM NEARS DISRUPTION DETAIL LNIDNATE DESCRIPTION I 8 1 /8' ANNEALED GLASS 8096• PLASTIC INTERLAYER w;err_ -am� SAFLEB /KEEPSAFE Or 'SMUTS(' 3 I/8' ANNEALED GLASS �s x.,� O C? 1340• LAMINATED GLASS COMPOSITION - TYPE 3 STEN GOADS DSSCSP'RON DETAIL LATINATE DESCRIPTION I I/8• ANNEALED GLASS w;err_ -am� SENTRY0.AS PLUS By. IMPORT. R DOW PLASTIC INTIMATER -' • SW 3 I/B' ANNEALED MASS LAMINATED GLASS COMPOSITION - TYPE 4 TEEM GLASS DESCRIPTION U DETAIL LANINATR DESCRIPTION 1 1/B• ANNEALED GLASS --� BUTACITE PVB Dr 'DUPONT. 8 55%' PLASTIC INTERLATER -- a- y.:: 3 I/B' ANNEALED GLASS O 0 9a.a LAMINATED GLASS COMPOSITION - TYPE 8 ITEM MAW DESCRIPTION U DETAIL LAMINATE DESCRIPTION 1 I/O' HEAT- STRENDATENED GLASS I BUTACITE PVC Br 'DUPONT* 8 0090' PLASTIC INTERLAYER cwsPa=Y - 3 1/8' HEAT- STRENGHTQffD GLASS O U Oa@ INSULATED LAMINATED GLASS COMPOSITION TYPE S ITEM GEAR DESCRIPTION L I M DETAIL c+ DETAIL I MOATS DESCRIPTION I I/B' HEAT- STRENSHTEN(D GLASS 0D90• PLASTIC INTERLAYER I . (3) .G/'I4� 3 1/8 ANNEALED LASS 2 DARE PLASTIC !STOUTER we INSULATED AIR SPACE MI ® w BUTACITE PVB 1 1/8' HEAT- STRLIGHTENED GLASS ('a ' .;.....2rd- Br "DUPONT' 4 I/4' INSULATED AR SPACE �+ *_ -Aa 5 I/8• ANNEALED GLASS 0 F3 Nj INSULATED LAMINATED GLASS COMPOSITION TYPE 7 ITEM MART DESCRIPTION L I M DETAIL LAEDMATR DESCRIPTION I I/B' ANNEALED CLASS /ALEX PVC Br •SCLUTIA• 8 0D90• PLASTIC INTERLAYER I . (3) .G/'I4� 3 1/8 ANNEALED LASS X. '_L.L - 4 we INSULATED AIR SPACE r.Aim ; 8,7.,-a D I/8• ANNEALED CLASS O U J (4w• GLAZING DETAILS AND OPTIONS R14 S.M.S. V/ 1 1/4 MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET IN FOR MAIL FASTENER SPACING/ INTERIOR FINISH NOT BY LAVSON INDUSTRIES, INCC WEATHERPROOF MOISTURE BARRIE BY OTHERS (TYP 1/4' INTERIOR EXT. GRADE BACK REDDING WINDOW APPLIED BEHIND ORME FLANGE BY INSTALLER (TIP) Si JAMB • EXTERIOR EXT. GRADE PERIMETER CAULKING NOT BY TO BE APPLIED SYE OTHERS (TYP) STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR SC. (EXTERIOR FINISH BY OTHERS) NET BY LAMS INDUSTRIES, INC. WOOD FRAME INSTALLATION DETAIL ALUMINUM MULLION SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078° MIN. TM() NOTE: THE LOWER PRESSURES OF SINGLE HUNG WINDOW OR MULL SHALL GOVERN 9 IC X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AND DP TABLES FOR QUANTITY AND FASTENER SPACINGS EXTERIOR EXTERIOR GRADE PERIMETER CAULKING FRAME MULLING DETAIL LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH ME CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. INTERIOR NOTE: THE LOWER PRESSURES OF SINGLE 1/4• MAX. HUNG WINDOW OR MULL SHALL GOVERN SHIM E METAL STRUCTURE ATTACHMENT DETAIL, NOTE: 1. AU. STEEL IN CONTACT WITH ALUM. TO BE PANTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy 35 KSI MM. (STEEL 18 CA. MIN. THICK - 0.048 5) ALUMINUM : 60S3 -T5 MIN. (ALUM. 0.078" MIN. THICK) cdf) Ca Y I f I I PB 2 1 1 j -11Z I I a DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 3H VENTS W INDOW 8 Jamb Anchors + / - Pressures (psi) +/- Pressures(psf) Glass Type 4 Glass Type 5 Glass Type 8 WIDTH HEIGHT 19.125 60.825 19.126 80.0 80.0 81.0 80.0 ___Fn Al 80.0 80.0 28.5 80.0 37 50.825 �•y 8 BOA 80.0 80.0 80.0 26 80.0 80.0 80.0 48 50.625 80.0 80.0 28 80.0 53.125 50.825 60.0 80.0 80.0 80.0 19.125 59 8 80.0 80.0 80.0 80.0 28.5 69 60.0 80.0 60.0 80.0 37 59 60.0 80.0 4 80.0 42 59 80.0 80.0 80.0 80.0 48 59 80.0 80.0 80.0 80.0 53.125 59 80.0 80.0 80.0 80.0 19.125 83 8 60.0 80.0 80.0 80.0 26.5 63 60.0 80.0 48 80.0 37 63 60.0 80.0 80.0 80.0 42 63 60.0 80.0 80.0 80.0 48 63 60.0 80.0 8 80.0 53.125 83 60.0 80.0 80.0 80.0 19.125 74.25 8 60.0 80.0 80.0 80.0 28.5 74.25 60.0 80.0 60.0 80.0 37 74.25 60.0 80.0 80.0 80.0 42 74.25 60.0 80.0 48 80.0 19.125 78 8 60.0 80.0 80.0 80.0 28.5 78 60.0 80.0 80.0 80.0 37 78 60.0 80.0 80.0 80.0 42 78 59.0 79.0 26.5. 79.0 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 4H VENTS WINDOW 6 Jamb Anchors + / - Pressures (psi) 80.0 Glass Type 4 Glass Type 5 Glass Type 6 WIDTH HEIGHT 19.125 59 6 60.0 80.0 69 80.0 26.5 59 60.0 80.0 80.0 80.0 37 59 60.0 80.0 - 80.0 42 59 60.0 80.0 80.0 80.0 48 59 60.0 80.0 63 80.0 53.125 59 60.0 80.0 80.0 80.0 19.125 63 6 60.0 80.0 80.0 80.0 26.5 63 60.0 80.0 80.0 80.0 37 63 60.0 80.0 83 80.0 42 63 60.0 80.0 80.0 80.0 48 63 60.0 80.0 - 80.0 53.125 63 60.0 80.0 80.0 80.0 19.125 74.25 8 60.0 80.0 8 80.0 26.5 74.25 60.0 80.0 80.0 80.0 37 74.25 60.0 80.0 80.0 80.0 42 74.25 60.0 80.0 80.0 80.0 53.125 74.25 60.0 80.0 74.25 80.0 19.125 78 8 60.0 80.0 48 80.0 28.5 78 60.0 80.0 - 80.0 37 78 74.0 60.0 80.0 - - 80.0 42 78 59.0 79.0 80.0 79.0 110 APPROVED CONFIGURATIONS UN -EQUAL L•ITE DESIGN LOAD CAPACITY (PSF) - EQUAL LITE WINDOWS WINDOW -HEIGHT # Jamb Anchors +/- Pressures(psf) Glass Type 2 Glass Type 3 Glass Type 4 Glass Type 8 Glass Type 8 Glass Type 7 WIDTH 19.126 28 4 81.0 80.0 80.0 80.0 80.0 80.0 28.5 26 80.0 80.0 80.0 80.0 80.0 80.0 37 26 80.0 80.0 80.0 80.0 80.0 80.0 42 28 80.0 80.0 60.0 80.0 80.0 80.0 48 28 80.0 80.0 60.0 80.0 80.0 80.0 53.125 28 80.0 80.0 60.0 80.0 80.0 80.0 19.126 38.375 4 80.0 _ 80.0 60.0 80.0 80.0 80.0 26.6 38.375 80.0 80.0 80.0 80.0 80.0 80.0 37 38.375 80.0 80.0 80.0 80.0 80.0 80.0 42 38.375 80.0 80.0 60.0 80.0 80.0 80.0 48 38.375 80,0 80.0 80.0 80.0 80.0 80.0 63.126 38.375 80.0 80.0 80.0 80.0 80.0 80.0 19.125 50.625 8 80.0 80.0 80.0 80.0 80.0 80.0 28.5 50.625 80,0 80.0 800 80.0 80.0 80.0 37 50.625 80,0 80.0 60.0 80.0 80.0 80.0 42 50.825 80.0 80.0 60.0 80.0 80.0 80.0 48 50.825 80.0 80.0 600 80.0 80.0 80.0 53.126 50.825 80.0 80.0 80,0 80.0 80.0 - 80.0 19.125 59 8 80.0 80.0 80.0 80.0 80.0 80.0 26.5. 59 80.0 80.0 600 80.0 80.0 80.0 37 59 80.0 80.0 60.0 80.0 80.0 80.0 42 69 80,0 80.0 60.0 80.0 80.0 80.0 48 59 80.0 80.0 - - - 80.0 53.125 59 80.0 80.0 - - - 80.0 10.125 63 8 80.0 80.0 30.0 80.0 80.0 80.0 28.5 63 80.0 80.0 60.0 80.0 80.0 60.0 37 83 80.0 80.0 60.0 80.0 80.0 80.0 42 83 80.0 80.0 80,0. 60.0 80.0 80.0 48 83 60.0 80.0 .. - - 80.0 53.125 83 80.0 80.0 - - - 80.0 19.126 74.25 8 60.0 80.0 60.0 80.0 80.0 80.0 26.5 74.25 80.0 80.0 60.0 80.0 80.0 80.0 37 74.25 80.0 80.0 - - - 80.0 42 74.25 80.0 80.0 - - 80.0 48 74.25 80.0 80.0 - - - 80.0 53.125 74.25 74.0 77.0 - - - - 80.0 19 .125 78 80.0 80.0 60.0 80.0 80.0 80.0 28.5 78 80.0 80.0 60.0 80.0 80.0 80.0 37 78 8 80.0 80.0 - - - 80.0 42 78 79.0 79.0 - - - 79.0 48 78 71.0 71.0 - - - 71.0 PRODUCT REVISED as complying with tho Florida Building Code Acceptance No Date APPROVED CONFIGURATIONS - EQUAL LITE 114 I z c .Q t• 8 a a I 8 I 1 I I if I I 4 FRAME HEAD L -7701 0 .900 .042 2.651 ( W83 -T6 ALUMINUM ) FRAME SILL L -7702 ( 8083 -15 ALUMUUM 1 .844 FIXED MEETING RAIL L -7704 O1.094 —..1 VENT INTERLOCK RAIL L -7708 O( 8083 -1e ALUMINUM ) 6062 VENT SPRING LATCH L -7539 VENT BOTTOM RAIL L -7708 © ( 8033 -18 ALMONUM ) rs o GLAZING BEAD L -7708 { 8483 -T0 A6WINUM .053 1 .391 VENT JAMB RAIL L -7707 Q( 8003 -18 Aw0NU14 FRAME TOP CORNER cues s__ O FRAME BOTTOM CORNER VENT TOP CORNER VENT TOP RAII GLAZING BEAD L -7711 ( 8083 -75 ALUMINUM ) GLAZING BEAD L -4204 (78083 -T8 ALUMINUM BOB .468 L VENT BOTTOM CORNER FRAME & SASH CORNER DETAILS BILL OF MATERIALS ITEM # PART {g REQD. DESCRIPTION REMARKS 1 L-7801 1 FIN FRAME HEAD 6063 -T6 ALUMINUM 2 L -7602 1 FIN FRAME SILL 6063 -T6 ALUMINUM 3 L -7803 2 FIN FRAME JAMB 6063 -T6 ALUMINUM 4 L -7704 1 FRAME FIXED MEETING RAIL 6063 -T6 ALUMINUM 5 L -7705 1 VENT MEETING (TOP) RAIL 6063 -T6 ALUMINUM 6 L -7706 I VENT BOTTOM (LATCH) RAIL 6063 -T6 ALUMINUM 7 L -7707 2 VENT JAMB (SIDE) RAIL 6063 -T6 ALUMINUM B L -7708 AS REO'D. GLAZING BEAD t 3/8' ) 6063 -T5 ALUMINUM 9 FS -006 AS REO'D, FRAME ASSEMBLY SCREWS 48 X 3/4' P.H. PHILLIPS 10 FS -040 AS REOD. INSTALLATION SCREWS 414 X 1 1/4' F.H. /PHIL. 11 L -7531 AS REO'D, BULB VINYL WTS'P 1/4' DIA. BULB 43033 12 PWS -003 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.230' 13 PWS -005 AS REO'D, FIN SEAL WEATHERSTRIP .187'x.350' 14 PWS -009 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.310' 15 HC-024 -I 2 SELF ADHESIVE PILE PAD we X 1 1/2' 16 L -7711 AS REO'D. GLAZING BEAD/ INSULATED 6063 -T5 ALUMINUM 17 L -4204 AS REO'D. GLAZING BEAD - RADIUS 6063 -T5 ALUMINUM 18 L -7723 I SASH BALANCE CAM /GUIDE (2 X VENT) 19 L -7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L -7727 2 BLOCK & TACKLE BALANCE BSI Balance Systems 21 L -7539 2 VENT LIFT LATCH 6063 -T5 ALUMINUM 22 L -7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 * AS REO'D. GLAZING SILICONE SEE GLAZING B SHT. 3 24 * 2 Laminated Glass SEE GLAZING DETAILS 25 H0 -057 -1 2 VENT LIFT LATCH MOLDED NYLON 26 HC -058 -I 2 - VENT SWEEP LATCH MOLDED NYLON 27 1 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC -026 -1 1 SCREEN FRAME & MESH 29 L -7730 1 PRODUCT LABEL 30 * * 1 * 31 S14-5504 AS REO'D. JOINT SEALANT SM -5504 32 * AS REO'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL a I fi I i f I I I I 1 010ewirip7p 0h O co. _ft Att I '1:, �� ,0 /O. 6 to r"