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HomeMy WebLinkAboutPRODUCT APPROVALFl 'rida Building Code Online Page 1 of 3 SCANNE0 BCIS Home Log In I User Registration Hot Topics � Submit Surcharge Stats & Facts j Publications Contact Us 'p BCIS Site Map Links ? Search E Product Approval USER: Public User Product Approval Menu > Prmduct or Application Search > Application List > Application Detail FL # FL-24 -R23 Application Type Revisiofi Code Version 210),Wr: Application Status Appfov d *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived i Product Manufacturer PGT Ind"nstries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category �M"oriloonti!'Slider Subcategory Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/30/2018 Date Validated 06/01/2018 Date Pending FBC Approval Date Approved 06/06/2018 Year 1994 is://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquUsDrhuM3D... 7/16/2018 Florida Building Code Online Page 2 of 3. Summary of Products FL # Model, Number or Name Description 242.1 HR - 210 (Non -Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.05.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/05/2022 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.05.pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.2 HR - 610 (Non -Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.07.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.07.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: Z42.3 -4 HR 7E10(I pa E WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.06.pdf Approved for use outside HVHZ:'Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/21/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.06.pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.4 HR - 810 (Large Missile Impact) Multi -Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.03 LM.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/01/2022 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.03 LM.pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.5 HR - 810 (Small Missile Impact) Multi -Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.04 SM.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/01/2022 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.04 SM.pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.6 HR-5410 (NonLImpact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.09.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.09.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.7 . HR-5510 (Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.08.pdf http s ://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquUsDrhuM3 D ... 7/ 16/2018 Building Code Online, Page 3 of 3 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.08.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.8 SGD - 770 Window (Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0420.17 Window.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/12/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 11 17-0420.17 Window.Ddf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.9 SGD-2500 Window (Non -Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 18-0207.06 Window.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact. Resistant: No 05/22/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 11 18-0207.06 Window.pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.10 SGD-5570 Window (Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0420.16 Window.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/04/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0420.16 Window.pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: Bacl< N�1CXt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. ;: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. 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 mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . ( ItProduct Approval Accepts: lit .a4lC'.CrAbf i40rM G 1 ii1'l.,Y V. ://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3D... 7/16/2018 MIAMI.DACE MIAMI-DADE COUNTY PRODUCT CONTROL SEC ON DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE:. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted -by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). I 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. RER 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 �r`1TR,._7 OAluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impac sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, sign led and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stauap with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Con. I 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, model/series, and following statement: "Miami -Dade County Product Control Approved", unless othe 'se noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has b en 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 endorsemlent 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# 16-0714.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. i The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0411106 MtAt�t-eeE COUN r Expiration Date: December 21, 2421 Approval Date: August 31, 2gf7 Page;1 i PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815. 09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller V%Tindow, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and 'installation diagram of a PVC sliding glass door,. a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeT`11 spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.13) 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 an. XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 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 an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo 'Largaespada, P.E. (Submitted under NOA No.06-0405.06) orge M.,Plasencia, P.E. Pro ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTIMJED) 4. 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 an XOX aluminum, horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc:, Test Report No. FTL4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-61h Edition (2017), dated 03/31/17 and revised on 07/28/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1: No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC- 6t' Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16.-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.13) age M. Pla.sencia, P.E. Pro . ct Control Unit Supervisor NOA No. 17-0411� 06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-2 PGT Industries,, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, F.E. (Submitted under NOA No. 07-0815.09) 6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Rolling Window — L.M.I., approved on 09/01 /16 and expiring on 12/21/21. orge M. Plasencia, P.E. P7cluct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-3 I GENERAL NOTES: SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW IMPACTRATING I DESIGN PRESSURE RATING I I I I 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). LARGE a SMALL RESIMISSISTANT VARIES PER OPTIONS, A 6118" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" PVB INTERLAYER. IMPACT RESISTANT SEE SHEETS B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A _090" PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. D. 7115" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" PVB INTERLAYER. E. 7116" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 311W HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER. F. 7116" LAMI CONSISTING OF (2) LITES OF 3/1G" HEAT STRENGTHENED GLASS WITH A .09Q" PVB INTERLAYER. G. 13M 8" LAMI IG: (1) LITE OF IV OR 3/16" ANNEALED (MIN.) GLASS, 5116" OR 316" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8"ANNEALED GLASS WITH A.090"PV13 INTERLAYER H. 13/16" LAMI IG: (1) LITE OF 118" OR 3116"ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 11W ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" PVB,INTERLAYER. 1.13/16" LAMI IG: (1) LITE OF 1/8" OR 3116"ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER. J. 13116" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A.090" PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/1 6"ANNEALED (MIN.) GLASS, 3116"OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3MG" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .09W PVB INTERLAYER. L.13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A.C90" PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEETABLES, SHEET 8) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO, 4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET,, 7. REFERENCES: TEST REPORTS FTL-4858, FTL-0859 AND FTL-5330. ELCO ULTRACON NOA'S ANSI1AF&PA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. '- ; Groupentor Anchor Type Frame Member Substrate -71Anchor Min. Edge Olstance Min. O.C, Distance . Min. Embadmcknes Metal Thickness #; 2,'St_ ee, ItsMtaj(GaT1 5) (mi'nfoi3�thmaads beyond m el's bs te) All Southem Pine (SG = 0.55) 9I18" 7/8" 1-Wa" OWOG Ml 59' num*-.=%-� 318" 911W 118" A3e Steel or Gr. 33 Steel Stud 318" 9/16" 0.045" (16 Ga) B 1/4" Elco UltreCora Jamb Hollow Black ASTM C90) 13/4" 8" 1-114" All Concrete min. Z.85 kal)1" 4" All Southem Pine (SG = 0.55) 1/4" 410 SS Eke CreteFlex O All Southem Pine (SG a 0.55) 1" 1" 1-318" C 1/4" 410 99 Elco CreteFlex ® Jamb Hollow Block, (ASTM C90} 2-1/2" 8" 1-1/4" All Concrete (min. 3.35 ksl) 2-1/2" 4" 1-W4" TApi r='7T Material Min. Fr Min. Fu Steel Sclow 92 kal 120 kal Elco URIeCon ® 155 kei 177 ks! 410 SS Elco CmteFlex 0 127.4 full 169.7 kel (1093-TO Aluminum 10 kel 22 kol 6083-TS Aluminum 25 Rol 30 ksi A36 Steel 38 kel 58 ksl Gr. 33 Steal Stud 33 kal 45 ksl 1) WHERE SUBSTRATE CONDffIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) FLATHEAD ANCHORS MUST SE #12 TRIMFIT HEAD. CODES/ STANDARDS USED: :2017 FL ORIDA BUILDING CODE (FBC), 6TH EDITION �2014 FLORIDA BUILDING CODE (FBC), 6TH EDITION MASTM E1300-09 -ANSUAF&PA NOS-2015 FOR WOOD CONSTRUCTION :ALUMINUM DESIGN MANUAL, ADM-2015 �AISI $100-12 -AISC 360A 0 NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 ELEVATIONS ..................... 3 VERT. SECTIONS ............. 4 HORIZ SECTIONS ............ 4 CORNER DETAIL .............. 4 PARTS LIST ....................... 6 EXTRUSIONS .................... 6 INSTALLATION .................. 7 DESIGN PRESSURES....... 6 ANCHOR QUANTITY ......... 0-11 PRODUCT REVISED as complyingg with the Florida Building Code MCA-Mo. 17-0411.06 Expiration Data 12121/2021 w 3124117. NEW LAYOUT, SHEET I REORGANIZATION, UPDATED ANCHOR QUANTITY PER FBC 20tt, CHANGED ANCHOR TYPES co >as � o O a C'0 v2 0,O "OJ z "o W d U W c a O Z m U lU -i LL 0 ®g -14 xwa 0 N FNw O z a z .� 0 O S o Ly I' U LLI = 1. NN No.56705 'i";7,'+7 0 N'AL ��Pr A. LYNN MILLER, RE P.E.958705 1/2" NOM. 55 1/2" NOM. STRUCTURAL SILICONEGLASS SITE p GLASS BITE STRUCTURAL L <--114" NOM. FOAM ---T• {- POLYISOBUMENE WITH1 r WITH DESICCANT DESICCANT G0,61,82 51 63,64,65 EXT. GLASS EXT. GLASS—v i. i 0/10'NOM. 5/16" LAMINATED'GLASS EXTERIOR INTERIOR C > (ALL SECTIONS) 1/2" NOM, GLASS BITE STRENGTHENED GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS .090'PVB INTERLAYER STRENGTHENED GLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS r116' LAMINATED 7116" LAMINATED GLASS 112' NOM. GLASS BITE FM. 66,67,88,69,70,71 72,73,74,75,70,7 1/6'ANNEALED OR HEAT STRENGTHENED GLASS 3116, ANNEALED OR HEAT STRENGTHENED GLASS .090' PVB INTERLAYER .091. PVB INrERLAYER L/6'ANNEALED OR HEAT STRENGTHENED GLASS 3/16•ANNEALED OR LSAT STRENGTHENED GLASS 6I76*LAMINATED 7/16' LAMINATED 5/16" OR 3W AIR SPACE 3/16' OR IW AIR SPACE 116' OR 3N6' ANNEALED OR TEMPERED GLASS 1/8" OR 3/16' ANNEALED OR TEMPERED GLASS 13116' NOM. 13116• NOM. 13/16' LAM[ IG GLASS W/ 6/16" LAMI 13/16" LAM] IG GLASS W/ 7/16" LAMI GLASS TYPES: A. 5/16" LAMI - (1 /8" A,.090" PVB, 1/8" A) B. 5/16" LAMI - (1/8" A,.090" PVB, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090" PVB, 1/8' HS) D. 7/16" LAMI - (3116" A,.090" PVB, 3/16" A) E. 7/16" LAMI - (3116, A,.090" PVB, 3/18" HS) F. 7118" LAMI - (3/16" HS,.090" PVB, 3/10" HS) G. 13.116" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 31W SPACE, 5/16" LAMI - (1/8" A,.090" PVB,1/8" A) H.13/16" LAMA IG - 1/6" OR 3/16" A (MIN.), 5/16" OR 318" SPACE, 5116" LAM[ - (1/8" A,.090" PVB,.1/8" HS) I. 13/18" LAMI IG -1/8" OR 3/16" A (MIN.), 51161 OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090" PVB, 118" HS) J.13116" LAMI IG -1/B" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7118" LAMI - (3/16" A,.090" PVB, 3110' A) K. 13110" LAMI IG -1/8" OR 3116" A (MIN.), 3/16" OR 114" SPACE, 7/16" LAM[ - (3/16" A,.090", 3/16" HS) L. 13/16" LAMI IG - 1/W OR 3/16" A (MIN.), 3/16" OR 114" SPACE, 7/16" LAMA - (3/16" HS,.090", 3/16" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. "PVB" = KURARAY TROSIFOL• PVB INTERLAYER GLASS KODISPACE 4SG TPS ELT BUTYL 3/15' NOM. SUPER SPACER®NXT"'1 GLASS KWNrunliCMCN1 POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. SMS'NOM. SEAL BUTYL & SILICONE SEAL SICCANT ROLL -FORMED FOAM STAINLESS STEED LASS EXT. GLASS TNT. GLASS ANT. GLASS 87DURASEALD XL EDGE m SPACER SPACER 'Part# Description Material 85 KDmmeding 4SG TPS Spacer System See this Sheet for Materials 86 Quanex Super Spacer nXf with Hot Melt Butyl 87 Quansx Duraseal Spacer 88 Cardinal X- Edge Spacer PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Explretien Date 12/21/2021 eY / - MIa FD Product Control W4/17: NEW SHEET to z lu c 'A tea J [a zzLLm a� W :r Ng U W C0 g 11 Q uwa10 O C Z $ W LL ZI aQ tv o J 1IMa D ¢ � p o 0 o QNzZ U Q J =. .au JJ�u +rs L...... %.. No-587051 ^� �ME % '•� A LYNN MILLER. P.E. P.E.R 58-m If 27 3/8" MAX. DLO VENT 54 5116" MAX. DLO FIXED x. o 110" MAX. WIDTH I.F. FRAME ——il .�--111" MAX, WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-1/4) _ 33 9/16" MAX. 33 8/16" MAX. DLO FIXED 0 DLO VENT A I 57 3/8" MAX. DLO ALL FIXED LITES I X r C 73" MAX. WIDTH I.F. FRAME �+{ I+ 74" MAX. WIDTH FLANGE FRAME 63" MAX. FLANGE A FRAME ALL CONFIG. MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. 2727�, MAX. DLO DLO MAX. DLO VENT — FIXED D p — qm, i e / I X O X � Ij- 857/16" MAX. WIDTH I.F. FRAME�I ---86 V16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET �AT HEAD AND SILL F.FRAME 93 FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) PRODUCT REVISED as comp gang with the" "da Building Code .-No. 17-0411.06 Expiration Date 12121/2021 By L_MIaMJ7d Product Control ri 3/24117: NO CHANGES THIS SHEET. tN m = > o O o O a N -j z z-10 LL 0 n L '? Ra I�w z v a puma .*+ a v g onto o z W u 0O LL O m O_ F N Z 0:z a�a o z 0 c V J w¢ w O%V LYMV' * ; No.58705 tl11 I1111� A. LYNN MILLER, P.F. P.E.d 50705 EXTERIOR MAX. HEIGHT FLANGE FRAME MAX VENT DLO MAX. FIXED DLO INTERIOR r • INTERIOR L ------ 37 32 35 w 22 39 MAX. VENT DLO MAX. FIXED DLO MAX, VENT DLO MAX. WIDTH (FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 , (HORIZONTAL SECTION -XOX SHOWN WITH FLANGE FRAME) EXTERIOR , .: . SECTION C-C (VERTICAL SECTION, FLANGE FRAME) INTERIOR MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) INTERIOR SILL SECTION, I.F. FRAME) EXTERIOR INTERIOR HEAD (VERTICAL SECTION, I.F. FRAME) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12121/2021 BY Miami- a roduct Contro 3/24117: NO CHANGES THIS SHEET. t� ul T nev o o O �a i7 N K O�'o s U z a z i W to F Z S2 r _ G Z 7 W z_ W J F Z lL O .. N J r W MKS N IL Z u p to aWs ° = z Yi �I Ji%11111111j�� k Ly'v'v * N0.58705 �O�•., STATE ZORION A. LY�IIyIIr11L� RE rEMse7os TABLE DIN! 4: DWGNk DFSCRIMON MAIL PGP# 1 4102 A FLANGEFRAMEHFAD 6063-TEAL 612237 2 4025 SASH STOP STD. (ANTI LET' CLIP 6063-T5 AL 612244 3 N8X 3/4 PH. PAN HEAD 7934AA 4 4053 SASH STOP COVER ASH STOP 6063-T5AL 6 4136 FLANGE FRAME SILL 6063-1`6AL 64136 7 4137 SILLADAPTOR 606346AL 64137 8 4131 ROLLPRTRAC'K 6063-T6AL 64131 10 71298 WEEP HOIE COVER POLYPROP. 71298 12 1626 ADEMM30PENCFLLFOAMPAD 7PAD1626 13 40M A FLANGEFRAMBIAMB 6063-T6AL 612225 14 4134 GASKSI'FORMAINFRAMESHLIOINT 74134W/K 15 1155 #8 X 1.000 QUAD FN. SMS 781 PQA 16 4110. G SCREENADAPTOR 6063-T5AL 6411OG 17 4054 IT T5 MMTINGRAIL 6063131)-T6AL 64054A 19 FaT WSTP..187 X 230 FIN SEAL 64066G 21 4105 SASH Top &BOTTOMRAIL 6063-T5AL 612240 22 16M WSTP 250 X 270 BACK, FIN SEAL 616830 23 225-1 ROLZERHOUSING & GUIDE 42112HD 24 226 1 1BRASSRC1UMWHEELS-BRASS 7MWHI2 29 4126 1 1HORIZAMALRaLLERSASIETOPGUIDE POLYPROP. 44128N 32 4006 D SASHMMMCTRAIL 6063HS T6AL 64006 33 1235 W STP .170 X 270 HAM FIN SEAL I 67S160 35 1096 SWEEP LATCH DI6-CAST 71096 36 1016 #BX.625PHFL.SMS 7958' 37 4126 SASHMRAU, 6063-T5AL 64126 38 ' 1683 W STP. 250 X 270 BA FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X275 6707CK 40 LIFTRAH,COVIRCAP 74078"C' LORR 41 4139 LF.FRAMEHPAD 6063-T6AL 64139 42 4140 IF. FRAME SILL 6063-T6AL 64140 43 4141 LF.FRAMEIAMB 6063-T6AL 64141 50 GLAZINGSIId DOW 791,899,995 01LGE7700 51 1224 VINMCIAZINGBEAD13M MJ= 6TP247W 52 1225 VINnaAZINGBEADBUIB CUM 6TP248K 53 4039 B GIAZINGBEAD - 5116" 6063 TS AL 64039E 54 4044 B G UZINGHE4D-5/16' W/GRIII,KIT 6063-T5AL 644703 55 4222 A GLAZINGDEAD-7/16" 6063-T5AL 64222 56' 985 C GLAZINGBEAD-7116" W/GRH1= 6M3-T5AL 6985 59 4067 (F,AZ)NGBEAD-13/16" 6063-T5 AL 64067 60 GLASS 5/16" LAMI 1/8" A ,090PVB, WA) 61 5/16' LAMI 1/8" A .090 PVB 118" 62 5/16' LAMI 1/8" HS .090PVB i/8" HS 63 1" 7/16' LAMI /16" A .090PVB 3/1&' A 64 1" 7/16' LAMI 3/16" A .090PVB 3/16" HS 65 1 j7/I6"LABG(3/IG'H9,.090P—VB 3/16" HS ECEM DWGN REVI DASCRUIMN I MATL I PGT# 66 GLASS 13/16" LAMI C1,1/8"A (MIN.). XF-AIRSPACE, 5116" IAMI ll8"A, .090PVB,1/8"A 67 " 13/16' LAMIIG1/8"A(MIN.),3/8" AIRSPACE, 5/16" LAMI 11WA,.090PVB, I/8"HS 68 " 13/IE' LAMIIG1/8"A IN.),3/8" AIRSPA 5/16" LAMI /9-F13 .090P 1/8"11S 69 13116' IAMIIG3/16"A (NMI 5/16" AIRSPACE, 5/16" IME (1/8"A,.090 PVB, 1/8"A 70 13/16" LAMIIG3/1G'A (MIN.), 5116" AIRSPACE, 51IV' LAMI 1/8"A, .090 PVA 118"HS 71 13/16' LAMIIG-3116 A 5/16" AIRSPACE, 5/16' IAM 118"HS .090PVB" ll8"H 72 1 113116'LAMII&11WAMM, 1/4" AIRSPACE, 7/16' LANE /I6'A,.090PVB, 3/16"A 73 113/16"LAM11r,1/8"AMM.),1(4"AIELSPAC$7/16"L&MI(3/lG'A,.090PVJ3.3/16"FIS) .1 74 1 M116' LAMI IGI/8"A (MIN).1/4" AIR SPA 7/16' IAMI 3116'11S, .090PVB 3/16"IIS) . 75 13/16"LAMIIG3/16'A ,3/16"AIRSPA 7/16"LAMI 3/16"A .090PVB 3116"A 76 13/1.6"LAMIIG3/16"A ,3/16"AIRSPA 7/16'IAAU(3/16'A,.090PVB3/16"BS 77 13116"LAMIIG-3116A IN,3/16"AIR SPA CF,7/16"LA MI3(16"HS,.090PVB,3/16"HS 90 1014 1 ISCREEN FRAME R, & VFR 3105-H14 AL 91 1630 ISCIMENCIORNERKEYWRINGS POLYPROP. 92 1631 SCREEN CORNER KEYW/OUTRINGS POMPROP. 93 1M SCREEN SPRING MST. 94 1624 SCREEN SPLINE- .135 DIA. FOAM PM PVC 95 1635 SCREEN SPLINE -.135DIA. HARD EMPVC 96 SCREEN NTH ---T 2.184 F.002 1.888 43 I.F. FRAME JAMB 94141,6063-T6 2.710 2.624 .062 F 41 I.F. FRAME HEAD #4139, 6063-T6 .062 2.710 42 I.F. FRAME SILL #4140. 6063-TO 3.152 PRODUCT REVISED .as complying with the Florida Building Code NOA-No. .17-0411.06 Expiration Data 12/2112021 3/24/17.'CHANGED iBLAZING SILICONE. g W 3 = p E o O rPO O _ ti J M� Z N v zLL W ' � Li o a v � � LU e o Y 3 W OLL LL In � rws N Z 0 0 CO .lae z z L) F r ¢ IL 2, LYN1y��'''•,, �,?O'�jCENg.c ���!_ i * : No.58705 �OIVA� I�CI`�. A LYNN MILLER, P.E. PP.#58705 .062 1. 73 1. 73 1[22 �2.710�•-I 1 O FLANGE FRAME HEAD O FLANGE FRAME SILL #4102A,6063-T6 94136,6063 T6 -mil•+--:062 F 062 .490 A377 -1.45'I--►{ I 1.46 i� #dSASH STOP Og HORIZ. ROLLER TRACK v 025,6053-T5 #4131,6063-TO .062 �3 21 SASH TOP & BOTTOM RAIL #4105, 6063 T5 -676 050- 1.096+ —P- I 54 GLAZING BEAD, 5/16" #4044B,6063-T5 (USED Wl GRILL KIT) 2. T9 .06 ��l E T -_ 1 1.081 �-• 32 SASH MTG. RAIL #4006D,6063HS-T6 .05� .878 1.096 44SS LLLLLL����.-{�►I T 55 GLAZING BEAD 7/16" #4222A,6063-T5 1.18T I-•� .062 3.(90 O FRAME SILL ADAPTER #413T, 6063 T8 .062 [--1.44003-.•I 17 FIXED MEETING RAIL #40549, 6063HD T6 37 SASH SIDE RAIL 94126, 6063-T5 i 678 1.115 56 GLAZING BEAD, 7116" #9850,6083-T5 (USED W/GRILL KIT) 040 I .738 [ 1.443- O SASH STOP COVER #4053. 6063-T5 2.784--j 1.363 J .082 13 FLANGE FRAME JAMB #4002A,6083-T8 .050 1 .678 1.096-� 11r-1�r{1T 53 GLAZING BEAD, 5116" #4039B,6063-T5 6I — 050 } 4 � 1 1.097 59 GLAZING BEAD, 13/16" #4067, 6063-T6 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 3i14/17: NO CHANGES THIS SHEET. o Y 2 'AOb > !r W, co O 0 a0td o 9 a LL of Z 0 W Q = L r !d a 1- tj .rp IOW.. Z c a auna W a >> o ~ Z 3 w O0 LL to iY a ¢ PM 0 O Z s 0 o o = `tltllllil/ill `�... No. 58705 •� z I�- O��ff��,,t SATE F • (V�� s '•-'ZOMOr, G� S . ";,, "ONA)- iEN�` A LYNN MILLER, P.E. SEEANCHOR TABLE, SHEET 1 ix WOOD BUCK, NOTE 1 SEEANCHOR TABLE, SHEET 1 2xWOOD BUCK, NOTES: NOTE 1 1 318" MIN. 1, WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1xARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1/ MAX 2. FOR ATTACHMENT TO METAL: THE METAL STRUCTURAL MEMBER SHALL BE OF A SHIM SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. TABLE, S EET DETAIL B 3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO DETAIL A CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE. 4.0.131" DIA. MIN, X 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, 1 14" MAX. SHIM.! ' 318" 1/4" MAX. SHIM SEE ANCHOR INTERIOR I I MIN. TABLE, SHEET 1 ° (JAMB DETAILS E F & I) EXTERIOR 2-1/2"MIN. EMBEDMENT O SEE ANCHOR SEE ANCHOR D EXTERIOR INTERIOR F C TABLE,SHEET1 TABLE,SHEETI SEEANCHOR �. ° • SEE ANCHOR (HEA 8 SILL DETAILS A, B, C, D, & H) TABLE, SHEET 1 TABLE, SHEET 1 —_ Zx WOOD BUCK, NOTE 1 1x WOOD BUCK, NOTE 1 t DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS SEEANCHOR TABLE, SHEET 1 SEE 1NCHOR TABLE, SHEET �--- +�— SEE ANCHOR TABLE, SHEET 1 SEEANCHOR TABLE, SHEET I " SEE ANCHOR TABLE, SHEET 1 11 MAX. SHIM SEEANCHOR H 1 1/4" MAX. ,' •"' � ' SEE ANCHOR .• K TABLE, SHEET 1 < , SEEANCHOR TABLE, SHEET 1: 114" MAX. SHII Al 3/8" MIN. SEE NOTE DETAIL H (HEAD) SEE ANCHOR 2x WOOD SEE ANCHOR TABLE, SHEET 1 0 TABLE, SHEET 1 BUCK, 2-1Y2" MIN. EMBED DETAIL C NOTE 1 DETAIL D DETAIL G (SILL) TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL DETAIL I (JAMB) FIN FRAME SECTIONS PRODUCT REVISED .. complying with the Flodda Building Code NOA-No. 17-0411.06 Explrntion pate 12/21/2021 BY =17: REMISED NOTES TO •� COMPLY WTIH NEW ANCHORAGE. ADDEO NOTE 4. {IJ >_ o N Y in = o � O 0 N OB Z LL m. r z W cm a' Ld �-• adea U. O > oZ� W O � J ~ J Q W"43 o o w z o it 0 C7 p o r; J Z Y' a a `tinn uitl� *. ! No. 58705 �•' S AL 111111110�``` A LYNN MILLER, P.E. PE.a Som Max[mumDestgn:P..reasure,•.DP{p t) YA- 'AY Overall Width -Uetafl Height Glass Type latI, G, H 0, D. E, F, I, J. K. i 37. 48" 53116" 26" +7 .0 -75.0 +75A 1.75.0 +75.01.75.0 +75.01.75.0 +75.0 /-76.0 +75.0 / -75.0 Go- BY +75,0 /-75.11 +75.01.75.0 +75,0 / -75.0 +T5.0 / 75.0 72" 7V +76.0 / -76.0 +76,0 / -75.0 +75.01.75.0 +75.01 •75.0 3r 46" 63.1-. 36• +75.o / 76.0 +75.0 / •75.0 +75.0 / 75.0 +75.01.75.0 +75.01-75.0 +75.0 / -75.0 6D• 66" +76.0 ! 76,0 +76.0 / -75.0 +75.01-75.0 +75.0! 75.0 71- 74• +75.01.76.0 +75.01-75.0 +7660 / 75.0 +76.0 / -76.D 371 46• 63418• 3"r +75.0/-75.0 +75.01-7560 +76.0 / 76.0 +75.0 / -75.0 +75.0 /-75.0 +75.0 / -76.0 80` 06" +73.0175.0 +76.01.75.0 +76.01-7660 +75.0145.0 72' 74• +75.0l -75.0 475.01.7560 +75.0 /-75.6 +75.0 / -75.0 37' AB' 53.1/6" 411' +75.01-75.0 +75.01.76.0 +75.0175.0 +75,01.75.0 +78.D/-75.0 +75.01-75.0 60` 1. +75.o! 76.0. +75A f -76.D +76.0 / 75.0 +75.0 / 75.0 7r 7V +75.D/-75.0 475.01- 55.0 +75.014&o +75.01-73.0 37" 48• 63.1Ir 50-6/6" 475.01-75.0 476.01-76.0 +75.0 / 75.0 +75.0 / 75.0 +76.0 / 76.0 +75.D / -75.0 gp• .75.0 1-75.0 +75.0l-75.0 •75.0 +75.01-75.0 72" 74" t75.0 ! -76.0 +76.01-75.0 +7@.0 / •75.0 +75.0 / •75.0 37• W9•_. .53=t/6•" fi€" +75.0! 75.0 +75,0l-75.0 N5:07F75.T1 +75.0 f -75.0 `. 75:07:=s(0_-?'*W-75.01-76.0 / 78.o 6V 68" 74• +76.0 / -76.0I -75.0 +76.0 / 4a(l/ 75.0 6+76.0'4:75.0-/ 75.0 +75.0 / -75.0/ 75.0 37• 49• W.+T5.0 +75.0/75.0! 76.0 +76,01-76.0 -76.053-f18"+75.0/-75.0-75.080• 86• / 75.0 75.0 +74.2 / 44.2 .75.0 / 75.0 72• 74• +09.6 / 66.6 +75.01-75.0 +69.1 / 66.1 +75.01-75.0 37 4r 53.1l8' or 1 1 5. +75.01-75.0 +75.01-75.0 +75.0/-75.0 +75.0 / -76.0 +75.0 / 76.0 fir se• +75.01-75.0 +75.01-75.0 +70.2 / -70.2 +76.01-76.0 72' T4" +65.2 65.2 +75.01.75.0 +03.8163.8 +75.01-75.0 r•UKANL;hVKAlit JCt,,r1CCl V. Maximum Design Pressure, DP (136 ) XOX,113 -113 -413 Overall I Overall Maae Type Width Heigh! 28" 36" 363l8• 48' 54• 80• 53- TABLE 7: Maximum Design Pressure, DP (psf) XOX,114 -1/2 -114 Overall Overall G!ase Type Wdlh Helghl A, 8, G, H C,I D, E, F, J, K, 53-118, .+50.0 0.0 +00.0160.0 *75.0 / -76.0 60" +00.0 f 60.0 +60.01.60A +75.0 / -75.0 74• +60.0 / 60.0 +6D.0160.0 +75.01-75.0 84• 20" +60,0/-60.0 40D.0160.0 +76,01-75.0 B6" +60.0760.0 460.01.60.0 +75.01-75.0 106-3/B' +60.01.60.0 +60.0160.0 460.0 f -W.0 +00.0160.0 +75.0 f 75.0 +76.01-75.0 108' I11• +00.0 / 6Q0 460.01.60.0 +75.0 / 76.0 63-Wr +6o.01-80.0 +6D.01-60.0 «76.0/ 75.0 60" 6-a.a/-60.0 +60,0160.0 460.01.60.0 460.016D.0 +76.01-76.0 +75,0175.0 74' 84• 30, +60.0 -80.0 460.0 /60.0 +76.0 / •75D 9fr +60.0/60.0 480.0160.0 +76.0/-75.0 1D67/8" ;BOLO / 60.0 +600160.0 460.01.60.0 400.0160.0 +75.0/-75.0. +75.01-75.0 108' 171' +60.01.00.0 +00.0/-00.0 +75,0/-75.0 631/8, +80.0/-800 4600160.0. +75.0175.0 Mr +50.0 / -60.0 +80LO160,0 +80.0160.0 +6401.60.0 +75.0 / -75.0 +75.01.75.0 74' ev 309l8' +50.01.60.0 *60.0/-60.0 460.0 / 60.0 +60.0/60.0 +76.0 / -75.0 +75.0/-75.0 60" 108310" +Sao 160.0 460.0160.0 +75.0/-75.0 log* .00.01-BOLD 450.01-60.0 +76.0/-75.0 111" +60.0/-60.0 +60.0160.0 +75.01-75_0 53.118' +60.01.60.0 +60.0/60.0 +75.0/-75.0 BIT +60.01-6110 +eo.01.60A +60.0/60.0 +60.01.60.0 +75.01.75.0 +75.0175.0 74• 64" 48' +60.0/6D.0 +60.01-60.0 +60.01-60.0 +60.0/60.0 +76.0/-76.0 +75.01-75.0 6G' 1081v6• +00.0160.0 +60-0/-60.0 +75.0/-75.0 108' "11.0 / 60.0 +60.0160.0 +75.0 / -75.0 1T1' +00.0/60.0 I 4D0.0/60.0 +75.01-75.0 63-1/8• 460.0/60.0 460.0/-80.0 475.01-75,0_ 60• +00.0160.0 +BOLO! BOLO +60.0/61.0 +60.0/ 60.0 +76.0175.0 +76.0! 76.0 74" 84" 50818• +60.0 / BOLO +BOLO /BOLO +80.0 / 60.0 +00.0 / -00.0 +75.01 75.0 +75.0 / 75.0 Ito. 17e` +60.0/60.0 +60.0160.0 475.0175.0 108• +80.0 /BOLO +90.D/6D.0 400.0160.0 460.0/60.0 +75.0 / 76.0 �75.0175.0 t 11• Bills, +6o.D/60.0 +00.0/60.0 +60.016D.0 +80.D!BOLO +75.0175.9 +750f 76.0 80• 74* 64" +80.0 / 60.0 +00,0 f 60.0 +80.0 f - 0.0 +BOLO 1 .60.0 +60.0160.0 480.0 / -60.0 +76.01.76.0 +75.01-75.0 +75.01-75.0 04• o8" 1083/6" +60.0 / 60.0 +50.0 / 60.D +75.D f -75.0 106• +60.0 / 60.0 +60.0160.0 +75.11 / -75.0 111" +595 / 59.5 +00.01.60.0 +76.01-76.0 53.118" +Bo.0 / 60.0 +60.0160.0 +00.0 / 60,0 +61-01.60.0 +76.0176.0 +75.01-75.0 80` 44• 60" +60.0 / 6D.0 +60.0 / 60.0 +75.01.75.0 �" +804 / 6D.0 +60.0 / 60.0 475.01-75.0 +5&8!68.8 +60.0/-00.0 +75.0/-76.0 e6" 1063/6' +852/ 55.2 +60.0/60.0 +75.01-75.0 1ae .54.51-54.0 +60.0160.0 +75.0175.0 111" .63.5163.6 +60.01-M.0 +76.01-75.0 631187 460.0 60.0 +60.0/-60.0 +75,01.76.0 fiD• +BOLO f BOLO 46D.0 / 60.0 +80,0 / BOLO +69.0 / 60.0 +75.0 / -76.0 +75.0 / -75.0 74' 460.D160.0, 468 '" +80.0l60.0 +00.0/60,0 fe +76.01-75.0 +75.0/-76.0 64• 63• 90• +523/523 t60.01 .b +75.0l-75.0 IOB3/8' +51.7/-51.7 +60.0/60.0 +75.0/46.0 100" 1 1• 450.91.50.0 1 +60.01602 1 +79,01.76 0 GLASS TYPES; /16-15J/II`(178"1;:096"f�IB T78"A) B. 5/16" LAMI -(1/e' A,.090" PVB, 1/8" HS) C, 5/16" LAMI - (1/8" HS,.090" PVB, 1/8" HS) D. 7/1 W LAMI - (3/16" A,.090" PVB, 3/16" A) E. 7/16" LAW - (3/1 W A,.090" PVB, 3/18" HS) F. 7/16" LAM[ - (3/16• HS,.090" PVB, 3/16" HS) G.13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" PRODUCT REVISED SPACE, 5/16" LAMI-(1/8"A,.090" PVB, 118"A) H.13/16" LAMI IG -1/8" OR 3f16" A (MIN.), 5116" OR 3/8" a mptyIng with th. Florida Building Code SPACE, 5/16" LAM] - (1/8" A,.090" PVB, 1/8" HS) HOA-No. 17-0411.06 1. 13/16' LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090" PVB, 1/8" HS) Explrntian Vat. 12/2112021 J. 13116" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" ey SPACE, 7/16" LAM] - (3/16" A,.090" PVB, 3/16" A) Mfarna product control K. 13116" LAMI IG -1/8" OR 3/1W A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAM[ - (3/16" A,.090" PVB, 3/16" HS) L. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" 3/24117: UPDATED TABLE SPACE, 7/16" LAMI - (3116" HS,.090" PVB, 3/18• HS) o 0 = � ❑ o O yy m B !r OD N .J Z LL p O Nip WV WO =1 F- .- o ! Z w w LL GO O coo GO tN Q F- l+aV6 o 7 m rn z Iry Oir a D = Z o O J W 2 Q ❑ NOTES 1) FOR SIZES NOT SHOWN, GO TO NEXT LARGER IYNN WINDOW IN TABLE. ON( �1!l�� 2) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1• FROM TABLE SIZE DIMENSIONS. 3) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G-L SHALL HAVE ATEMPERED I.G. GLASS CAP. 0-42 =70 . 8:1 )�-:' �y BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. �O� . s ATE F �1�51 '•%AIDt;.•G EN•��� 4) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A Ll/1(IE i.�t)itER P.E. NA w Anchor Questltles, XO orOX with Class sA,9,C,0,H&I Ouaal Wdh Ow188, HeipM 1AnehorgrapA [;rqd6'Sit" Aemb Anchor G31:IP6 Heed&Sil JmTh Anchor OULpC Head &Big Jamb 37'1+(2+1 2B' 2 1+G2+1 Z 1+1Z+1 2 46' ssvlr i+C2+l 2 I 1+C2+1 1 2 i+C2+1 2 1+tz+1 2 1+C2+1 2 1+C2+1 2 6P 1+C2+1 2 1+0+1 7 1+CZ+1 Z 68• 7T TS' 1+C2+1 2 1+C2+1 2 1+C2+1 2 2+C2+2 2 1+CZ+1-, 2 i+C2+1 2 2+C2+2 2 1+CZ l 2 1+02+1 2 37' _ 49' 53-1la' 3Er t+C2+1 2 1+t2+1 2 1+C2H 2 1+C2+1 2 1+C2+1 2 1+(2+1 2. I+(2+1 2 1+C2+1" 2 .1+LZ+1 2 6n' W 1+(2+1 2 1+CZ+1' 2 1+C2+1 2 1+02+1 2 1*C2+1. 2 1 1+C2+1 2 77 7'r 2+C2+2 2 1+122+1 2 1+C2+1 2 2+[3+2 7. 1+C2+1 2 1+02+1 2 3P 384116" 1+C2*1 2 1+C2+1 2 1+C2+1 2 t+C2+1 2 1K2+1 2 1+12+1 2 1+(2+i 2 1+C2+1 2 1+C2+1 2 1+(2+1 2 1+CZ+1 2 f2+1 2 141r 1+I2+1 2 1+C21 2 1+CL 2 2+L2+2 2 1+C2+1 2 i+(2+1 2 2+C2+2 2 1+C2+1 2 1+C2+1 2 3P 48' 1+C2+1 3 1+C2+1 3 1+C2+1 3 41r 53.46' •1+C2+1 3 1<2*1 3 1+12+1 3 1+CQ+1 3 1+1241 3 1+CZ+1 3 Sn' OB' ".+CZ+1 3 1+C2+1 3 1+C2+1 3 1+(2+1 3 1+C2+1 3 1+C2+1 3 77 74• 2+C2+2 3 1+CZ+1' 3 1+C2+1 3 2+C2+2 3 1r12r1 3 1+¢+1 3 _ 3T BMW 1+CZ+1 3 1+C2+1 3 "20 3 48' 5311a' f0' 6n' 1+C2+1 3 1+(2+1 3 1+C2+1 3 1+42+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+CZ+1 3 1+pQ+1 3 1++1 3 1+(2+1 3 i+C2+1 3 7T 74• 21cs< 3 1+C2+1 3 S+C2+1 3 2+C3+2 3 1+(2+t. 3 1+0+1 3 3A ,rg �Ay '64' 1+C2+$ 3 1+C2+1: 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3' 1+C1+1 3 1+C2+1 3 1+C2+1 3 Sir W. 1rC3+1 3 1+12+1 3 S+C2+1 3 PCJ+1 3 1+C2+1 3 1+C2+1 3 7V 2+C3+2 3 1+(2+1 3 1+C2+1 3 4M.2 3 1+C2+1 3 1+C2+1 3 37' W 1+C2+1 3 1+C2+1 3 1+C2+t 3 40' ,&Va. Hp+1 3 1+C1+1' 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 BP 89" t+0+1 3 1+(2+1 3 1+C2«1 3 1+C1+1 3 1+C2+1 3 1+12+1 3 72' 7'r 2+C5+2 3 1+1[2+11 3 1+C2+1 3 Y+©+2 3 i+C2+1 3 1+C2+1 3 37' S3' UC2+1 3 'HC2+1 3 1+C2+1 3 46• 53•UIr 1+G3+1 3 1+C2'i 3 4+02+1 3 t+p+t 3 1+C2+1 3 1+C2+1 3 88" 86' 1+C3+1. 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 irC2+i 3 1+G2+1 3 72 7V Z 2 .. 3 1+C2+1 3 1+C2+1 3 Ff.3r2 3 1+C2+1 3 1+C2+1 3 Anchor Quantities, XO or OX with Glass Types D, E. F, J, K & L Oraml Wldih Oraron Hayti Anchor GMUPA Hand & 6N Jmrb I Arrolwr GMUPB Head & S81 Jamb Anchor Gmcp0 Head a Stl Jamb 37' 28' 1+02+1 2 1+02+1 2 1+102+1 2 4V 63-1Ar 1+C2+1 2 1+0241 2 1+0241 2 t+C2+1 2 1+02+1 2 1+C2+1 2 SIX 687 1+C2+1 2 1+132+1 2 1+C2+1 2 1+C2+1 2 1+02+1 2 1+02+1 2 72" 74' 2+C2+2 2 1+C2+1 2 1+C2+1 2 2+CZ+2 x 1+C2+1 2 1+C2+1 2 3T 38' 1+C2+1 2 1+C2+1 2 1+C2+1 2 4 r 53-1r8• !1+C2+1 2 1+C2+1 2 1+C2+1 2 1+02+1 2 1+C2+1 2 1+02+1 2 80• 1+C2+1 2u 1+C2+1 2 1+C2+1 2 SW 72° 74' i+C2+1 2 1+C2+1 2 1+C2+1 2 2+('E+2 2 1+C2+1 2 1+C2r1 2 2+17+2 2 1+122+1 2 1+C2+1 2 Sr 3"0' /+C2+1 2 1+C2+1 2 1+C2+1 2 40! SS-1l8' 8G' 1+02+1 2 1+C2+1 2 14C2+1 2 2 1+C2+1 2 1+C2+1 2 2 1+C2+1 2 1+C2+1 2 88' 72° F2FC2+2 2 1+C2+1 2 2 1+C2r1 2 1+CZ+1 2 2 1+GZ+1 2 1+02+1 2 3T 4a• 53-11S' SD' 48' 1+CZ+1 9 1+02+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 14C2+1 3 1+C2+1 S 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 es• 72• 74' I-C2+1 3 1+C2+1 3 1+C2+1 3 2+CZ+2 3 1+C2+1 3 1+C2+1 3 2+C2+2 3 1+C2+1 3 1+C2+1 3 3T 4W 53-IM 6W 88' 72• 74' S85/S" 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 i+CZ+1 3 1+C2+1 a 1+C2+1 9 1+C2+1 3 1+p+1 3 1+C2r1 7 1+C2+1 3 14(2+1 3 1+pN 3 1+0211 3 1+C2+1 3 2+p+2 S 1+C2+1 3 1+C1+1 3 2+p+2 1 3 1♦C2+1 3 1+02+1 S 3r W 1+C2+1 3 1+132+1 3 1+02+1 S 48' 6 I/wr 1+C2+1 • 3 1+C2+1 3 14C2r1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 W �• 1+p+t 3 1+C2+1 3 1+(2+1 3 1+C3+1 3 1+C2r1 3 1+C2+1 3 72° 74" 2+C3+2 3 1+C2+1 3 140241 3 2+p12 3 i+C2+1 3 1+(2+1 3 3T sr 1+C2+1 3 1+02+1 3 1+C241 3 48' 1+C3+1 3 1+C2+1 3 1+122+1 3 4+p+1 3 1+C2+1 3 1+C2+1 3 N 1+C3+1 3 1+C2+1 3 140241 3 1+p+1 3 1+C2+1 3 14CZ41 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+p+2 3 1+C2+1 3 1+C2+1 3 37• sr 1+C2+1 3 1+C2+t 3 1+C2♦1 3 • 15:1 i+C3+t 3 1+C2+1 3 1+CZ+1 3 1+(2+1 3 1+C2+1 3 88' 69• 1+C2+1 3 1+C2+1 3 K24C3+2 1+C2+1 3 1+C2+1 3 72• 74' 1+C2+1 3 1+C241 3 1+t,Zrl 3 1+C2+1 3 TABLE KEY: O X 1+C2+1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON THE MEETING RAIL PLUS (1) ANCHOR AT OPERABLE PRODUCT REVISED VENT AND FIXED SECTION. (4) as complying with the rtorlda 8WIding Cade ANCHORS TOTAL AT HEAD AND SILL. r+OA-No. 17-0411.06 (4" MIN. O.C. ANCHOR SPACING) E XPhatlon Date1 2121/2021 18 3/4" MAX 1 --� F--4"MIN., 10-1/2" MAX. S. MAX. X O T _ _ 1+ MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP /ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 2211T MAX. O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 K. GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE OP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. 113 3/2,V17: UPDATED TABLE & 1 ELEVATION. 11 uc STE17 S;ONALIENG``: A LYNN MILLER, P.E. PE.958705 Anchor Quantities, XOX,113 -1 /3.113 with What Types A. B. C. 0, H & I 0-11 WIdtl1 OWMA He1Rh1 Anftr GmW A Anchor C3muP B I Allotur Gmup c tind & BIB Jamb Heed & Sill Jamb Heed & SIR I Jemh 4r 53.1/8` 80• 2a• 1+C2+1+C2+1 2 1+02+1+02a1 2 1+C2a1+C2+1 2 1+C2+t+C2+l 2 1+C20+C 20 2 1+C2+1+C2+1 2 t+C2+1+C2+1 2 1+C2+t4C2+1 2 1+(2t14C2tt 2 6r 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+CZ+t+C2+1 2 74" W 813-7118" 1+C2+1+C2+i 2 i+C2+1+C2+1 2 1-1+-1 2 14C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1 1+C2+1aC2a1 2 1+02+4+02+1 2 4r 53•tfr 33' i+C2+1+C2+1 2 1 1+C2+1410241 2 1+02+1+C2+1 2 14C2+1+02+1 2 1 1+C2+1+CZ+1 2 1+C2+1+C2+1 2 80" or ltC2+1+02+1 2 1+CZ+1+CZ+1 2 1+02+14C2+1 2 t+C2+1+02+1 2 1+C2+t+C2+1 2 1+C2+14C2a1 2 74• 1+(2+1+C2+T 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 84• 8&7/18• 1+C2+1+02+1 2 1+C2+1+02a1 2 1402+14C2+1 2 + 2+1+C2+1 2 1+C2+1+C2+1 2 1+=+1+02+1 2 4r 69•ilr 3838" 1+C2+/+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1aC2+1+02+1 2 i+C2+1+C2+1 2 1+C2+14C2+1 2 60" 68" i4C2+t+02+1 2 1+C2+1+C2+1 2 I+CZ+I+CZ+1 2 1+C Z+1+C2+1 2- 1+CZ+1+C2+1 2 1+02+1+C2+1 2 74• 84• 88-7/18• 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2H 2 i+C2+1+C2+t 2 1aC2+1+C2+1 2 1+C2+t+C2+i 2 1+C2+1+C2+1 2 1+02+1+C2h1 2 4r 53-1/8' 43' 1+C2+ +C2+1 3 1+02+1+C2+1 3 1+02+14C1+1 3 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+r.2+14CZ+1 3 60" W 1+C2+1a02+1 3 1+C2+1+C2+1 3 1+C2+14=0 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 74• W W115' t+C2+1+C2+1 3 1+CZ+1+CZ+t 3 1+CZ+UC2+1 3 1+CZ+1+02+1 3 1+C2+1+C2r1 3 1+C2+1+02+1 3 1+C2+1rC2t1 3 i4C2+1+C2+t 3 1+(2+14C2+1 3 4r Sills 6UNB" 1+C2+1+C2+1 3 I.N.3 1+C2N+C2+1 9 14(:2+1+02+7 3 1+C2+4+C2+1 3 1+C2+14C241 3 60' Br 74' 1tC2+t+CP+t 3 1+C2+1+02+1 3 1+C2+i4C2+1 a 1+CZ+1+02+1 3 1+C2+1+C2+1 3 i+C2+14C2+t 3 14C2411=0 3 1+C2+14C2+1 3 t+C2+11aC2+t 3 64• 68-7110^ i4C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C241+02+1 3 1 1+C2+1+02+1 3 t+C 2+1+C2+1 3 48" rwilr - 64' i+C2+1+C2+1 3 1 i+C2+1+C Z+1 3 1+02+1+CZ+t 3 i4C2+1+c2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+i 3 so, 1+C2+1aC2a1 3 1+C2+i+C2+1 3 1+02+1+02+1 3 Br 74" 1+C2+1+C2+1 3 1+02+1+C2+1 3 l+C2+1+CZ+1 3 t+C2N+C2+1 3 1+C2+1+CZ+1 3 1+C2+14C2+1 3 W Ii:7-1 HC2+1tC2+1 3 1+02+1+02+1 3 i+C2+i+C241 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 48• sill'" 60, 1+C2+1+C2+1 3 1+C2+t+C241 3 1+02+1+C2+1 3 1+CZ+1+CZ+1 3 1+C2FHC 2+1 3 1+C2+HC2+1 3 87 60, 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+1+02t1 3 1tCE+1+C2+1 3 1+C2+t+C12+t 3 1+C2+1+C2+1 3 79 8t' A&T/i6• L+C2+t+C2+i 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 9+(2ti+C2+t 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1tC2+1 3 1+C2r1+02+11 3 4r 63.1/r 1+C2+1+C2N er 14C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+CZ+1 9 1+C2+1+C2+1 9 1<2+1+C2a1 3 1+C2+1+C2+1 3 BC 68• 3 14CZ+1+[2+1 3 1+C2+i+C2r1 3 1+C2+1+t2+1 3 14C2+1+C2+1 3 1+C2+1+02+1 3 74- 84• t+C2+1+02+1 3, 14CZ+1+02+1 3 i4C2+1+C2+1 3 1+CN14C2+1+ 3 1+C2t1+C2+1 3 1+C2+1aC2+1 3 8&7M8" 1+(2+1+C3+1 9 NCZM+C2+1 3 1+C2N+CZ+1 9 TARI P 11- Anchor Quantities, XOX,113-113.113 with Glass Types D. E, F. J, K & L DmIa8 WAdlh OWMI1 Halahl Anchor OmpA I Anchoral B I Anaw OmpC Head & SIII IJamb Head & Sel Jambi Hood & EIII Jmb 48• 5&118• 26- 1+C2+1+C2+1 2 i4C2+i+C2+1 2 1 1+02+14C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 CdY 88' 1+C2+1+C2+1 2 1+CZ+1+02+1 2 1+C2+14C241 2 1+C2+1+C2+1 2 1+C2a1+C2+1 2 1+C2+1+02+1 2 74' 1+02+1+C2+1 2 T+C2+1+C2+1 2 1aC2+1+C2+1 2 84' MT/Ur 1aC2a1+C2+1 2 14C2+i4C2+t 2 T+120+C241 2 1+C2+1+C2r1 2 1+C2+t+C241 2 1402+1+C20 2 480 53-TIW - 38' 1+02+1+i2+1 2 1+C2+1+C2+1 2 1+C2+i+C2+1 2 i+C2t1+C2t1 2 1+CZ+iH7+1 2 1+C2+1+C2+1 2 or 1+C2+14C241 2 T+C2a1+[2+1 2 1+C2+1+M+1 2 ew 74' 1+C2+14C2+1 2 12 i4+1+C2+1 2 1402+1+C2+1 2 1+C2+1+C2+1 2 i4C2+t+C2+1 2 1+C2+1+C2+1 2 e4' 88-7/18' 1+02+1+C2+1 2 1+C2t1rCZri 2 t+C2+1+C2+1 2 1+02+14C2+1 2 14C2t1+C,2+t 2 i4C2+1+C2+1 2 48' 63.1/8' 38-31v 1+C2+14C2+1 2 1+C2+1+C2+1 2 1+C2+1+C241 2 1+C2+1+C2+1 2 1+C241+C2+1 2 1+C2+1+C2+1 2 6r as lfU2+1+C2+1 2 1+L2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+t+C2+1 2 i+C2+1+C2+1 2 i+C2+1+C2+1 2 741 &T• 86.7116' 1+C2aHC2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 14C2+1tC2+1 2 1+C2+1+C2+1 2 1+C2+i+C2+1 2 1+C1+i4C2+t Z 1+C2+1+C2+1 2 1+CZ+1+M+1 2 48' 48' t+C2+t+C2*1 3 1+C241rC2+1 3 1+02+1+02+1 3 1r02+14C2+i 3 1+C2+1+02a1 3 1+C2+14C241 3 t+C2+1+C2+131+C241+C2+1 3 1+C2+1I+C2+1 3 1+C2+1+C2+1 3 1+C2a1+C2+1 3 14C2+1+C2+1 3 410 irC2r14C2+1 8 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1aO2t1 3 1+C2+1+C2+1 3 1+C2+i4C2+1 3 —.14C2t1 9 1+C:2+1+C2+1 3 1+C2+1+C2+1 3 48' 63.1/8' 5"/8• 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 1+C2+14C2+1 9 1 t+C2+l+C2+1 3 1402+i+C2+1 3 60• 00. 1+C2+1+C2+1 3 i+C2+1+C2+1 3 i402+1+C2+1 3 1+C2+14CZ41 3 1+C2+1aC2+1 3 -i4C2+1+C2+1 3 74• 84' 88.7/18_' 1+C2+i+C2+1 3 1+C2+i+CZ+1 3 t+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+CZ+1+02+1 3 48• 53.1/8' 64• 1+C2+1+C2+1 3 1+MI4C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1402+1+C1+1 3 1+C2+1+C2+1 9 BO• 6r 1+C2+1+CZ+1 3 1+C2+14C2+1 3 14C2t1rC2r1 3 1+C2+1+C2+1 3 1+02+14C2+1 3 1+02+1+02+1 3 74• 84' 8&VIS" 1+CZ+1+02+1 3 1+02+114C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1402+1 3 t+C241+C2+1 3 14C3+1+C3+1 3 1+C2+1+C2+1 3 140241+C2+1 3 4V 53.1/r So- 1+C2+1+C2+1 3 1+12+14C2+1 3 1+C2+1+02+1 3 1rC2r1+02+1 3 t+C2+1+CZ+1 3 1*C2+1+C2+1 3 08' 88" 1+C2+1+C2+1 3 1+C2+14C2t1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+14C2+1 3 1+C2+1+C2+1 3 74' 1+03+1+C3+1 3 1+C2+14C2+1 3 1+02+1+C2+1 3 61• 88-7/tr 1+C3r1+C3+1 3 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+C3+l.c3+t 3 T+C2+14C2+1 3 1+C2+1+C2+1 3 4a' 53-1B" or 1+C2+14C2a1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i4C2+1+C2+1 3 i402+1+C2+1 3 1+C2+1+C2+1 3 fir 68• 1+C2+1+L2+1 3 1+C2+1+02+1 3 1+C2+1+CZ+1 3 1+C3+1+C3+1 3 1+C2+14C2+1 3 1+02+1+C2+1 3 74• 1+C9+1+C3+1 3 1+C2+1+C241 3 1+C2+1+C2+1 3 84• !6.7Ar i+CS+1+03+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C$+1+03+1 3 11+C2+1402+1 9 1+02+1+C2+1 3 TABLE KEY: X O X 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILLANCHOR QUANTITIES A CLUSTER OF (3)ANCHORS CENTERED PRODUCT REVISED ON EACH MEETING RAIL PLUS (1) ANCHORAT EACH OPERABLE VENT as complying with the Florida Coga BulldiPLUS 1 ANCHORS AT FIXED SECTION. () NOA-nil NOA-tao. 17-0411.06 (9) ANCHORS TOTAL AT HEAD AND SILL. Expiration Dam 12/21/2021 (4" MIN. O.C. ANCHOR SPACING) By 'AL.-Dh a Product Control 25 3/4" MAX. 3/24117; UPDATED TABLE & ELEVATION. 1 --- j [+-4" MIN., 10.1/2" MAX J_— 9" MAX. X O X — — — MTG. RAIL, TYP. uj N y 2 ^� 0 N EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS R of o m $ co o (SHOWN IN TABLE KEY ABOVE) 0— o W r, Z cO rs s a Lu U du l-- h r •-- v U- — 0 � � O o K J ® m F NOTES R O X, Z !A 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE u4 O FOLLOWING DIMENSIONS: o = C'l v HEAD & SILL: 101/2" MAX. ON EACH SIDE OF _ MEETING RAIL CENTERLINE. cwi _ 25 3/4" MAX. FROM CORNERS. 0 — JAMBS: 9" MAX. FROM CORNERS AND 22 112" MAX. O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER .N%'001LYlyIV�`'�., WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN_ FOR FIN F No. $B705 WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS =. �� = ; �` TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. ��c� '• A ddd BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. %'l��S-��ORIDP,. •'�\C�� ONqL 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A. LYNN MILLER. P.E. TABLE 12- AnchurouangHes,XOX, IM-112.1/4 whb GAtu Typa A, 8, C, O, H & I o, u 17d01 V omp Wahl Anchor G�otpA A.hw G,eapB An.lt=GCaup0 Head & BIII limit Hoed & BID IbMb Hmd & SIII Jamb 6r 74' 28' 44RN 2 1+ +1 2 ++ +1 2 HC2+H t NC2+i+G2+1 i+C2+ +C2+1 2 1+C2+1itZN 2 1+G2+1+C2+1 2 1+C2a1+C2+1 2 1412+2+C2M 2 1+C2+ +CZ+1 2 1+C2+1+CZ+1 2 W NC2+z+C2+t 1 1+C2+1.C2+1 2 1.02+1+02+1 2 150F tog 111 1+C2+1+CZ+7 2 1+ -"I+,z+1 2 1+C2+2412at 3 f+C20+C2+1 2 1+C2+1+02♦1 2 1+IZ42+(Z+7 2 I+C2+1+uz+1 2 1+tZ+t+CZ+1 2 6311r aw i 74' 3r 1424!+C2at 2 14Q+1+2+1 2 1 1+C2a1+C2+I 2 1+4RNtCRH 2 i+CZ+14G2+t z 1 1.C2+1+0Z+1 2 1.02.14C2a1 2 i+C2+1+C2+t 2 1+C2+1+=+ 2 W W1aC24242+1 10"r for 111" 1+G2+2tC2+1 2 1+C2+1+02+1 2 t+C241+a211 2 2 1+C2+1+C2+/ 2 faCNt+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 i+C2+i+C2+1 2 1+C2+24C2+1 2 i+C2+2+C2:i 2 1+C2tl+C2+1 2 1+C2+2402+1 2 1+02+2+C2+1 2 I+C2+1+Cttt 2 63-ilm BC T4- ad• ge' 1083'8' 1pr III, 3836 1+C2+1+C2.1 2 I+C2.1.C2+1 2 14C2♦1+C2+1 2 1+C2+14C2+1 2 1+02+1+QH 2 1412+1+12+1 2 1+02.1402N 2 j+2+1+02+1 2 i.C2+1+12.1 2 "1+C2,2+C2+1 1*Ca42,C2ry 2 2 14G2+14C2+1 HC2.1+C2+1 2 -2. I+C24142+1 aC2,t+C241 2 2 i+C2+2+2+1 2 t+(2+2.C2+1 2 1+C2414G2+1 Z f+C2.2.C211 2 1+02+2+C2+1 2 1 i+C2+1+C2+1 2 1+02+2+c2+1 2 I+C2+2+C2+4 2 1 1+C2.1+C2+1 2 53118' N 48, 1+C2+1+02+1 3 1+C2,1+02+1 3 1.cta1+C2+I 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C Z0 3 1+C2+1+32+1 3 1.C2+1+C2+1 '3 1+C2+11C2+1 3 1+C2+2402+1 3 1+02+14C2+1 3 14 Z+1+CZ+1 3 14242+C24I 3 i+C2+2402+t 3 1+CZ+1+C2+1 3 W+02+1 3 1+c2+2+c2+1 3 1+¢+1+CG+1 a 1+C2+3+C2+i 3 t+C2+2+C2+1 3 I+1241+C2+1 3 1 1+02+3.02+1 3 t+C2.2.G2+1 3 14102+W2+1 3 mur N" 74' W8"'r 1+C2t1+C2+1 3 1+C2+i+02+1 3 14CZ+I+C2+1 3 1+C2+1+02+1 3 1+CZ+1+C2+1 3 1 140241+C2+1 3 1+C2+i+ 2+1 3 lfC2+1+02+1 3 1 14C2.1+C2+1 3 1+C2+2+C2+1 3 ltC2+1+C2+1 3 1 I+C2+S+CZ+1 3 I33• 706&'r 108• III, I. C2+2+C2+1 I+2t3+02+1 3 3 1+C2+2+02+1 1+ +2+C2+1 3 3 14241+C2+1 9C2+1+C2+1 3 3 I+C2+3+02+1 3 1+CZ+2+CZ+7 3 1+CZ+1+02+f 3 f+12+a+C2+1 3 1+C2+2+C2+1 3 14CY+2+02a1 3 6310 OC' 74' 84' 00' 1oO31r for 111' I+C2+1+C2+1 3 1+C2+1+C2+1 3 14C2+1+CM+1 3 1+C2+1+C2+1 3 t+C2+1+C3N 3 1+C2+1+C241 3 1+C2+1+C2+1 3 tat2+t+G2+1 3 I+C2+1,C2+1 3 1+C2+2+C2+1 3 1+CZ+7+C2+1 3 14C2+1+C2+t 3 1+5+2+C2+7 3 t+C7+2+02+1 3 14C2+142+1 a 1+02+a+C2+1 3 1+C2+2+C2+1 3 1+C2+1.C2+1 3 1+C2+3+C2+1 3 1+C2+2+02+1 3 f+C3*7+C2+1 3 1+C2+1240211 3 142+2402M 3 14C2+2+C241 3 6xlff Or TV O4' W" 1003'O• 10r' 11T m„ 1+02+f+024t 3 1+C2+1+C2+1 3 14C2+1.C2+t 3 1+G2+11.12+1 3 1+02+1+CL+1 3 1+C.2+1+02+1 - 3 .2+1+02+1 3 1+02+1+C1+1 3 1+CZ+1+C2+1, 3 I+C2+2+C2+1 3 I+C2+1.C2+1 3 1.C2+1+C2+1 ' 3 1.C3+2+C3+1 3 S+G2+2+C2+1 3 1+02+HC2+1 3 1+03.34C341 3 1+C2+2+03+1 3 1+C2+i+C2+1 3 1tC3+3+C3M 3 1+Q+Z.R+1 3 1+C2+1+CZ+1 3 itC3+3+03+1 3 1.C212+C2+1 3 1.02+24C2+1 3 Mir or Tr &t" t)r 11M1316" or f+C2+I+C2+I 3 I42+1+C2+1 3 1+C2+1.C2+1 3 1+C2M+C2+1 - 3 14C2+1+C2+1 3 1+C2+1+CN1 3 1+C2+1+02+1 3 1+C241+C2+1 3 1+G2+1+02+1 3 1+G3f2403+1 3 1+@+1+C2+1 3 1+C2+1+C2+1 3 i+C3+2+c3+1 3 1+C242+C2+1 a t+C2+7.Gi+1 3 1+03+3+C3+1 3 taC242+12W 3 14C241+C2+1 3 1 1+0343+03M 3" 14C2+2+12+1 3 1+C2+1+C2+1 3 I+C3+3+C3+1 3 1.c2,2.C2+1 3 1+C2,2+Q+1 3 Anchor Guenlitles, XOX, 1/4.1/2 -1/4 with Glass Typos. D, E, F, J, K & L oamil WIJIh 0-9 kk�hl Analcr detPA Awhi Gmup8 A,nbaGampC Heatl & Sill lamb Head & $3 Jamb Head & S8 Jamb 1 er �� 1+C2+ + +1 2 + 2+1+C2+1 2 1.12+ + + 2 1+C2+1+C1+t 2 1+C2+1+C2+t 2 1+CZ+1+C2+t 2 74• 64r i412+2+02.1 2 f+C2+1+C2+1 2 1+C24142+1 2 I+CA2+02+1 2 1+GZ+1+9211 2 1+C217.C211 2 28• Imsir 1+C2+2+C2+1 2 1+C2+2+C1+1 72 1+C2+1H2+1 2 tC2+2+C2+1 2 1.G2+2+C2+i 2 1+C2t1+CL+1 2 108, III' 1+CZ+24C2+1 2 1+C2+2+C2+1 2 1+C2+1+CZ+1 2 1+C2+2+C2,1 2 f,C2.2+C2+1 2 1+CbI+G2+1 2 BMW Or airS+CL+2tf2tf I+t2+1+C2.1 2 1+02+1+12+1 2 1+C2,1+C2+t 2 1+C2.1♦02+1 2 1.L2+t+C2.1 2 1+C2+1.CZ+1 2 74• BY 1+CL+2t0241 2 1+C241+ 2+1 2 1+C2ti+ +1 2 t4C2+21C2+1 2 1+02+1+C2+1 2 1+CZ*I+C2+1 2 3r O3i tor 2 +2+2+C2+ f4'2+I+LZ41 2 1+G2t3+C2+{ 2 1.C3+2+C2+1 2 14C242+02+1 2 1W 111" t+C2t3+t2+S 2 1fC2+2+C2+1 2 1+C2+2+C2+1 2 1+t2+3+C1+1 2 1402+2+aYl 2 1ri2+2+c2+f 1 2 53.1w or 38_16' 1+C2+14C2+1 2 1+0241+C241 2 14C241+02+1 2 1.02+1+12+1 2 1 1+CZ+1+ 2+1 2 /+Cx,i+CZ+1 2 74' 84" 1.C2+24C2+1 2 1+C2+1+C2+1 2 14C2+1+C2+1 2 1+CZ+2+C2+1 2 142+1+C2+1 2 14C2+1+1241 2 gr 10sals" 108' 111, 1+C2+2+C2+1 2 f+C2+2+C2+1 2 14C2+1+C2+1 2 1+C2+3+C2+1 2 1H7+2+C2+1 2 1+C2t2+C2+i 2 1+12+3+C2+1 2 14C2t2K2+1 2 I+C242+102+1 2 1+ 2+3+C2+1 2 14C2+2+02+1 2 14CZ42+C241 2 BMW or 48, tr[2+1+02fl 3 14C2+1+C2t1 3 I+C2,I.C2+1 a 1.C2.1+CZ+1 3 1.C2.1+CZal 3 1.C2+14C2.1 3 TV. O4' 1+C2+2+C2f1 3 14CZ+1+C2+1 3 1+C2+1+C2+1 3 f•C2+21 1 3 1 14C2+I+r21I 3 1+C2.1.C2.1 3 g8' 106C418- I+C7.+3+ 2tl 3 1+C2+2+C20 3 1+CZ+I4C2+1 3 I+CZ+3+c2+1 3 14C2+2+C2+1 3 I+CZ+2+C2+1 3 10co 111, 1+92.34C2+1 3 14242+0211 3 1+C2+2+¢+1 3 1+2+3+02+1 3 14C2+2•C2+1 3 1+C2+2+02+1 3 63-116, 6D81r 1+CZ.1+02.1 3 1.C2+1+C2+1 3 1+02+1+C2+1 3 1+CZ+1+02+I 3 14C 2+1+Cx+1 2 I4241402+1 3 1+C212+ 2+1 3 14C241+C2+1 3 1+C2+I+C2+1 3 i+CVM2+1 3 14C2+111ZN 3. i-=+f+02+1 3 fl 1+0243+C2+1' 3 14C242H2+1 3 1,C2+14C2+7 3 1+C3+3+C3tt 3 i+C2+2+C2+t 3 1+C2+2+C2+1 3 I+M43+03+1 3 1+024240241 3 i+C2+2+C2+1 3 1.C343.03y 3 1.C2+2+C2+1 3 I+132a24CM 3 6318' 1W 64" 14C2N+C2+1 3 1+CZ+7+C2+1 3 1+C2+1+02+1 3 lfca'!+C2+1 3 1.C2+1+c2+1 3 1+02+i+C2+1 3 74' &4' 14CN2+f2.1 3 I4C2+{+C2+1 3 1+02+1+2+1 3 1+C3+2+C`3+1 3 142+1+C2N 3 1+C2+14+1 C2 3 W 1o6318' for Ill" I.C3,3+0+1 3 1+02+2+C2+1 a 1+C2+1+C2+1 3 I+G3+34C3+1 3 I+C1+24C2+7 3 /402+2+C2fl 3 I+C3.3+C3.1 3 1+122+2+C2+f 3 I+a+2+02+1 3 1.C.3+24C3+1 1 3 I.C2+24C2+1 3 I+C2+2+C2+1 a 63-Vr BO' I+C2,t+C2+1 3 1+C2+1+C2+1 3 I+CZ+1+02+1 3 I+02+I424I 3 1+2+1+C2+1 3 I+C2+1+C2+1 3 T4' 84• f+C3+24C3+1 3 14C2+I+122+1 3 1+C2+1+C2+1 3 1+ca+2.Q•1 3 1+C2N4C241 3 1+12+1+C2+1 3 OS' 111331r 1+C3t3+C211 a 1+C's+2+C2+1 3 it02+1+02+1 a 143+3+C941 3 1 14C2+24C2+1 3 1+C2r2+C2+1 3 IW' 111' 14C2+3.03fi 3 1+02+2+02+1 3 1+CZ+2+C2+1 3 1+C3+3,C341 3 1+C242+C2H 3 14C21242+1 3 mile, Or 63' 1+02+I4102+1 3 1+C2+14C2+1 3 t.C2t1+C2+1 3 1++t+C2t1 C1 3 1+C2+14C2+1 3 1+C2+1+C1+1 3 74- ar 1+03424CI311 3 1+02+14c2+I 3 1+C2M+C2+1 1 3 I+C3+24C3+f 3 I+C2+1+C1+1 3 1+C2+1+C2+1 3 gr 10"r 103" 1+GJ+S+C7.1 3 W2a2+C2+1 3 1+C211+Ch1 3 1+03+3+C3.1 3 1+C2+2+02+1 3 1+C2+2+12♦1 3 1+C3+3+f2+1 3 1+C2+2+CL+1 3 1+02+2+C2+1 3 111" 1+C3+31CJ+1 3 1+C2+2+C2a1 3 I+C2+2+C2+1 3 TABLE KEY: X O X 1+2Z+2+C2+1 3 -ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (2) ANCHORS AT FIXED SECTION. (8) ANCHORS TOTAL AT HEAD AND SILL. (4" MIN. O.C. ANCHOR SPACING) 25 314" MAX. -4 1-4" MIN., 10-112" MAX. 9 MAX. X O X MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP /ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: V' MAX. FROM CORNERS AND 221/21 MAX. O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED 1.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED as complying with the Florida Butlding Code NOA-No, 17.0411.00 Expiration Date 12/21/2021 BY Mlamt-0� roduct Control }_._ 3124117'. UPDATED TABLE & ELEVATION. f0 = 1111t O 0 21 W OJ co CO N Z U ' Lll d. v v d MM W C CO O Z W o 0 d' LL O ,o ® m 7 N Z t Q X X N aR1s o O0 2 O O Z =l \SC11 T 1111 I l l l llrr/' STATE OON /ONAL I;AK 0. LYNN MILLER, P.E. P."58705 Yloiida Building Code Onlinf. Page 1 of 3 CANND :. 'BY l , r BCIS Home Log In ; User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links I search Product Approval 311 USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # 8 Application Type �evl�sion Code Version Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived W) Product Manufacturer PGT Industries. Address/Phone/Email D7OrTech of g Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 211401 josowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category ExteioD - Subcategory erAsemblies Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/18/2017 Date Validated 12/20/2017 Date Pending FBC Approval Date Approved 12/25/2017 Year 1994 s://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvweIwRFXRv... 7/.16/2018 Building Code Online Page 2 of 3 FL # Model, Number or Name Description 53.1 FD - 101 (Impa'ct WinGuard Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R18 C CAC 17050401.ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/18/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL253 R18 II 17050401.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.2 FD - 101 (Non -Impact) Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R18 C CAC 17050402.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/02/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL253 R18 II 17050402.pdf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.3 FD - 650 (Non -Impact) Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R18 C CAC 17050403.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL253 R18 1I 17050403.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.4 FD - 750 (Impact) WinGuard Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R18 C CAC 17050404.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL253 R18 11 17050404.12df (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.5 FD-5455 (Non -Impact) Outswing Vinyl French Door with or without Sidelites and Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R18 C CAC 17050406.oclf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/23/2019 Design Pressure: N/A Installation Instructions Other: FL253 R18 II 17050406.1)df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.6 FD 5555 (Impact) WinGuard Outswing Vinyl French Door with or without Sidelites and Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R18 C CAC 17050405.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/23/2019 Design Pressure: N/A Installation Instructions Other: FL253 R18 II 17050405.1)df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvweIwRFXRv... 7/ 16/2018