The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online; Page 1 of 3 SCANNED BY _ � � l, St. Lucie Count BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search rr Product Approval O,. Aft;�;x.4,21Y,G?t'S rJ - USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail RECEIVED 9CE I E D E FL # L251,.-R30 I� l.Ll A� L' Application Type Revision J U N 2 0 2018 Code Version 2017 Application Status Applied For ST. Lucie County, Permitting Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By P_GXTndustci'e � 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext22318 druark@pgtindustries.com Jens Rosowski jrosowski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext21140 jrosowski@pgtindustCies.com E� teriorrD;gors �diag�-Exte ri o r-DDo r-Asse m bl i es Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201, 202, 203 Year 1994 Product Approval Method Method 1 Option A Date Submitted 04/30/2018 Date Validated FILE 'F "Fy Summary of Products httDs://www.floridabuilding.ora/nr/nr anti dtl.asnx?naram=wGEVXOwtDasF.t2PTaRtiSbm___ 5/1/201 R Florida Building Code Online, Page 2 of 3 FL # Model, Number or Name Description 251.1 SGD - 670 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:, Yes FL251 R30 C CAC 17042009.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/07/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R30 II 17042009.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: 251.2 SGD - 670HP (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R30 C CAC 17042010.Ddf 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 FL251 R30 II 17042010.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: 251.3 SGD - 680 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R30 C CAC 17042011.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/18/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R30 II 17042011.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: 251.4 SGD - 770 (Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R30 C CAC 17042012.pdf 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 Miami -Dade County Notice of Acceptance FL251 R30 11 17042012.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: 251.5 SGD - 770HP (Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R30 C CAC 17042013.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R30 II 17042013.1)df (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: 251.6 SGD - 770HP (Small Missile Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. 251.7 SGD - 780 (Impact) Limits of Use Approved for use in HVHZ: Yes WinGuard Aluminum Sliding Glass Door Certification Agency Certificate FL251 R30 C CAC 17042014.pdf Quality Assurance Contract Expiration Date 03/24/2020 Installation Instructions FL251 R30 II 17042014.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: WinGuard Aluminum Sliding Glass Door Certification Agency Certificate FL251 R30 C CAC 17042004.Ddf https ://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsEt2PTand5bm... 5/3/2018 Florida Building Code Online, -- Page 3 of 3 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/02/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R30 II 17042004.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: S6% 500 (Non�Impact), Aluminum Sliding Glass Door Limits of Use y Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R30 C CAC 18-0207.05 Door.pdf 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 Miami -Dade County Notice of Acceptance FL251 R30 11 18-0207.05 Door.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: 251.9 SGD-5470 (Non -Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R30 C CAC 17042007,pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/21/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R30 II 17042007.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: 251.10 SGD-5570 (Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R30 C CAC 17042006.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/14/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R30 II 17042006.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: Backr tdext 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 emails 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 . Product Approval Accepts: ,�G�' V ® eG.., M seculei ET Imo' https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 5/3/2018 MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (TIER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economv 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). 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: DESCRIPTION: Series "SGD-2500" Aluminum Sliding Glass Doors w / wo Reinforcements — Non -Impact APPROVAL DOCUMENT: Drawing No.757 Rev O, titled "Alum Sliding Glass Doors -Non -Impact", sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on 04/18/17, signed and sealed by Lynn Miller, 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: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. Use of Table 1, requires No reinforcements per sheet 6. 2. Use of Tables 2 and 3 require full reinforcement per sheets 7 & 8 of the drawing. 3. Egress operable doors must comply with min clear width per FBC, as applicable. 4. Max 1/4" nominal air space is applicable for I.G. glazing with Truseal Duraseal spacer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 # 15-0609.10 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No. 17-0420.05 Expiration Date: May 22, 2018 Approval Date: September 07, 2017 Page 1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below). 2. , Drawing No.757 Rev N, titled "Alum Sliding Glass Doors -Non -Impact", sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on on 05/29/15, signed and sealed by Lynn Miller, P.E. B. TESTS (submitted under files # 12-0726.03 /#11-1018.11 / # 08-0213.03) 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5095, dated 12-13- 06, signed and sealed by Edmundo Largaespada, R.E. 2. Additional test reports, Test report No. FTL-3102, FTL-3116, FTL-3117, FTL-3596, FTL-4273, FTL-4275 and FTL-4217 per FBC, TAS 202-94 (formally SFBC, PA 202- 94), issued by Fenestration Testing Laboratory, Inc. (Transferred from file # 04- 1220.05 / 08-0213.03). C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 05/29/15, complying with FBC-214 (5u' Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies with ASTME- 13 00-02 &-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5'11 edition) and letter of no financial interest, prepared by PGT, dated 05/29/15, signed and sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises NOA # 12-0726.03, expiring May 22, 2018. 2. Previous NOA associated files: 08-0213.03, # 07-0309.09 and 904-1220.05 3. Test proposals No(s) 07-2245 and # 04-0404 approved by BCCO. Ishaq L Chanda, P.E. Product Control Examiner NOA No. 17-0420.05 Expiration Date: May 22, 2018 Approval Date: September 07, 2017 E-1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted C. DRAWINGS 1. Drawing No.757 Rev O, titled "Alum Sliding Glass Doors -Non -impact", sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E. D. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on 08/14/17, complying with FBC-217 (6th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies with ASTME- 13 00-02, -04 &-09. F. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). G. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th edition) & FBC 2017(6th Edition) and letter of no financial interest, prepared by PGT, dated 08/14/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises NOA # I5-0609.10, expiring May 22, 2018. Ishaq L Chanda, P.E. Product Control Examiner NOA No. 17-0420.05 Expiration Date: May 22, 2018 Approval Date: September 07, 2017 E- 2 SERIES 2500, NON -IMPACT RESISTANT SLIDING GLASS DOOR I. GLAZING OPTIONS: B. 3/16" TEMPERED GLASS. TEST REPORTS FTL-3116. FTL3117, FTL-4277 AND FTL-5095. C. 114" TEMPERED GLASS. TEST REPORT FTL-3102. D. 5/8" INSULATED GLASS (I.G.): (2) LITES OF 3116" TEMPERED GLASS WITH A 1/4" AIR SPACE. TEST REPORTS FTL-4273, FTL-4275, FTL-4280, FTL-4285 AND FTL-4341. 2. CONFIGURATIONS: SEE SHEET 3. 3. DESIGN PRESSURES: SEE TABLES 1-3 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY. D. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC. FOR ANCHORAGE DETAILS, SEE SHEETS 14-16. S. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH SCHNEE/MOREHEAD SEAM SEALER. 7. REFERENCES: TEST REPORTS FTL-3102, FTL-3116, FTL-3117, FTL-3596, FTL4273, FTL-4275, FTL-4277, FTL-4278, FTLA280, FTL-4285, FTL4341 AND 5095. >ELCO ULTRACON AND CRETEFLEX NOA'S >ANSI/AF&PA NDS 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. GLAZING VINYL SPECIFICATIONS (ITEMS 36, 37. & 131): A. PVC MATERIAL BY BAYSHORE VINYL COMPOUNDS, INC., EXTRUDED BY TEAM PLASTICS, INC. B. HARDNESS: 70 SHORE A C. SPECIFIC GRAVITY:1.43 D. TENSILE STRENGTH:1460 PSI E. ULTIMATE ELONGATION: 380% 11 F. MODULUS @ 100% ELONGATION: 590 PSI G. TEAR STRENGTH: 210 LB/IN 10: METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIRE- MENTS PER CURRENT FLORIDA BUILDING 39 36 CODE AND TO BE REVIEWED BY THE 3/16" AUTHORITY HAVING JURISDICTION. TEMPERED T GLASS VI GENERAL NOTES ............. 1 GLAZING DETAILS............ 1 DESIGN PRESSURES....... 2 CONFIGURATIONS........... 3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS............ 6-8 "X" & "O" CLIP INSTALL.... 9 PARTS LIST ....................... 10 EXTRUSIONS .................... 11-13 AN CHO RAG E..................... 14-16 3/8" GLASS BITE Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Min. O.C. Distance Min. Embedment or Metal Thickness t 1/d" Elco UltraCorl® Head / Sill Concrete (min. 2.85 ksi) 1-314" 1.687" 1-3/4" P-hook Concrete (min. 2.85 ksi) 1-1/4" 4" 1-3/6" Jamb Hollow Block (ASTM C90 2-1/2" 1.594" 1-114" 2 1/4" 410 SS Elco CreleFlexO Head /SIII Concrete {min. 3.35 ksi) 2-1/2" 1.687" 1-3/4" P-hook Concrete (min. 3.35 ksl) 1-114" 3" 1-3/4" Jamb Hollow Block (ASTM C90) 2-1/2" 1.594" 1-1/4" Head / SIII Southern Pine (SG = 0.55) 1" 1.687" 1-318" P-hook 1" 1" 1.318" Jamb V 1.594" 1-3/8" #12'Steel SMS `ILL S Head / SIII Southern Pine (SG = 0.55) / 60ti3 5"Aluminum 1" 1.687" 1-3 / 1/8" Jamb 1" 1 1.594 1 1-3/0 1) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. Material Min. Fy Min. Fs Steel Screw 92 ksl 120 ksl Elco UltraCon® ksl 177 ksi 410 SS Elco CreteFlex® ]227.4ksl 189.7 ksl 6063-T5 Aluminum ksl 22 ksi 3/16" MONOLITHIC GLASS 1/4" MONOLITHIC GLASS GLASS TYPE B GLASS TYPE C " Jr I nZ05/17 I - O-~ I UPDATED TO FBC 2017. REV. ANCHOR TABLE, THIS SHEET NOW 5/8" I.G. - 114" AIR SPACE 3/16" TEMPERED GLASS 130 BITE DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1, 2 & 3 ON NOT RATED FOR MISSILE SHEET2 IMPACT RESISTANCE CODES STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 67H EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-04 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, AOM-2015 •AISI 5100-12 •AISC 380-10 PRODUC f RF.VlSED 3/16" TEMPERED a•eomplylnp wllA 16e F7oride GLASS Iw•B•xcoae AcaPlaece No t7-0420-o'5- 1 s,p'vsliw D•!Cr-(ne'yZ 2-lg 3/8" GLASS BITE 518 I G GL,ASS GLASS TYPE D 9 H. VENICE, R 34275 NOTES, GLAZING DETAILS & MAP (941Nso-100 n..� CERT. OFAUrH. 09299 ALUM. SLIDING GLASS DOOR, NON -IMPACT SGD25W I NTS 1 1 d 16 1 757 o c Na.4j��(�� *P N0.58705 •�*� IF /ONAI-ko �<J� II A. LYNN MILA' P.E. REA 58705 nf= ARr AI vQlQ- TABLE 1. COMPARATIVE ANALYSIS: TABLE 3. >EXTENDED SILL, 21/2" HIGH INTERIOR >SINGLEISINGLE INTERLOCK >NO REINFORCEMENT (SEE SECTIONS ON SHEET 6) GLASS TYPES: Is B. FTL-3117 & FTL-4277; 3/16" OR 1/4" TEMPERED D. FTL-4280 & FTL4285; 518" TEMPERED I.G. (3/16"T, 1/4-SPACE, 3/16°T) NOM. OVER-ALL DOOR HEIGHT EXTERIOR PANEL g 80 84" (70) 90" (7°) 88" (8°) SINGLEISINGLE WIDTH U �,1) INTERLOCK B +65.0 -98.8 +65.0 -70.0 +64.6 -64.6 +60.0 -60.0 NO 24" (2°) an .sae n _7a a aar; n -rn a REINFORCEMENT 1 130" 1 142" 1 148" +58.4 -58.4 1 +53.8 +65.0 -66.8 +61.4 +50.0 -50.9 +46.7 +58.2 -58.2 +53.3 +45.7 -45.7 +41.7 +52.2 -52.2 +47.7 +42.0 -42.0 +38.2 COMPARATIVE ANALYSIS: TABLE 2. >EXTENDED SILL, 2112" HIGH ;-SINGLE/SINGLE INTERLOCK >FULL REINFORCEMENT (SEE SECTIONS ON SHEET 7) GLASS TYPES: B. FTL-3116; 3116" OR 1/4" TEMPERED D. FTL-4341; 5/8" TEMPERED I.O. (3/16"T,1/4"SPACE,3116 T) NOM. OVERALL DOOR HEIGHT PANEL BO" 64" (7°) 90" p°)WIDTH I (8°) 24" (20) B,D +65.0 -105.9 +65.0 -100.0 +65.0 -92.3 +55.0 -85.7 30" (28) 13,13 +65.0 -88.6 +65.0 �3.5 +85.0 -78.8 +65.0 -71.1 36' (30) B,D +65.0 -77.4 +65.0 -72.7 +65.0 -66.7 +61.5 -61.5 42" (3°) B.D +65.0 -65.3 +65.0 -65.3 +59.6 -59.6 +54.9 -54.9 46'(40) 5,D +50.0 -50.0 +50.0 -50.0 +50.0 50.0 +50.0 -50.0 04,VS/f7 1 O 1 NO CHANGES THIS SHEET. >EXTENDED SILL, 2 1/2" HIGH INTERIOR >SINGLEIDOUBLE INTERLOCK (OUTSIDE) 48 >FULL REINFORCEMENT (SEE SECTIONS ON SHEET 8) 45 GLASS TYPES: C. FTL-3102; 1/4" TEMPERED D. FTL-4273 & FTL•4275; 5/8' TEMPERED I.G. (3/16"T, 1/4-SPACE, 3/16"T) NOM. OVER-ALL DOOR HEIGHT E EXTERIOR WIDTH EL 80° (8°) 84" (7°) 90" (7°)�+65.0-1012.0 SINGLE/DOUBLE C +65.0 -127.1 +65.0 420.0 +65.0 -110.8 INTERLOCK 24" (2°) REINFORCED D 1 +65.0 -130.0 +65.0 -130.0 +65.0 -120.0 +65.0 -111.4 30'(2') p +6510 -115.2 +65.0 -108.5 +65.0 -99.8 +65.0 -92.4 C +65.0 -02.0 +65.0 -87.3 +65.0 -80.0 +65.0 -73.8 38° (30) D +65.0 -100.6 +65.0 -94.5 +05.0 -88.7 +65.0 -80.0 C +05.0 -78.4 +65.0 -78.4 +65.0 -71.6 +65.0 -65.8 42' (3°) D +65.0 -84.9 +65.0 -84.9 +65.0 -77.5 +85.0 -71.3 C +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 �0.0 48' (4°1 1 - - INTERIOR 46 46 SEE NOTES 1 & 2 POS. SILL DESIGN EXTERIOR HEIGHT PRESS. (IN.) ) MLODUC f REVISED SINGLE/SINGLE 21/2" +650boMmGCeMM1h Ike Fbrift INTERLOCK 1314" +35.3 Ampionce No_jjLt4-2o-OS REINFORCED INTERIOR NOT E1pkalks IQ NOTES: SILL I RATED ask [opw o" rrrr 1. POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 2 1/2" HIGH \� SILL. POSITIVE DESIGN PRESSURE IS LIMITED TO 35.3 PSF WITH THE 1 3/4' SILL. \ t`Ip• .;...... • �� ' NEGATIVE PRESSURES ARE UNCHANGED ��.• .�`�% 2. INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED, IN WHICH _ * ; No. 58705 CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE SHOWN IN TABLES 1 THROUGH 3 FOR THE RESPECTIVE SIZE. � 1$) � ° troi VENI�CE, °FL Q DESIGN PRESSURES, NO REINFORCEMENT RIVEi iT�s ' c�OR.. ••'� (srorsafso° ,r ��r;S�ONAL CERr.OFAUNLOOM ALUM. SLIDING GLASS DOOR, NON -IMPACT rIIr 111110, �vwll T e� �"e Ai11m A. LYNN MILLER P.E. ,,,,.,VG,„s MowNTS 2 18 757 O P.E.858705 CODE PANEL TYPES CODE PANEL TYPES CONFIGURATION NOTES: 1. MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 48" NOMINAL A R.H. LOCKSTILE RFIXED LOCKSTILE INTERLOCK WIDTH PANEL TYPES IS 441/8". INTERLOCK 2. MAX. DLO HE = 91 3!4" B R.H. R.H. INTERLOCK INTERLOCK S FIXED LOCKSTILE STANDARD ASTRAGAL 3. DOOR CONFIGURATIONS INCLUDE BY-PASS, POCKET AND ANY COMBINATION THEREOF (LIMITED TO EIGHT PANELS AND SEVEN TRACK FRAMES) FRAMES OVER 3-TRACKS ARE MADE UP OF THE APPROVED FRAME COMPONENTS SHOWN ON SHEETS 12 AND 13 OF THIS NOA. C R.H. INTERLOCK REVERSE ASTRAGAL T REVERSE FIXED ASTRAGAL LOCKSTILE EXAMPLE MAXIMUM CONFIGURATIONS: R.H. U REVERSE LOCKSTILE A. EIGHT PANELS ON FOUR TRACKS (CENTER MEET) D LOCKSTILE INTERLOCK ASTRAGAL B. FIVE PANELS ON FIVE TRACKS (BY-PASS) TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL E L.H INTERLOCK I FI I R.H. V FIXED FIXED LOCKSTILE LOCKSTILE DOOR PANELS MAY BE USED FOR SCREENS. �C �� INTERLOCK F L.H. L.H. INTERLOCK W DOUBLE F=l INTERLOCK STANDARD ASTRAGAL INTERLOCK DOUBLE Y FIXED DOUBLE G LOCKSTILE INTERLOCK LOCKSTILE INTERLOCK H INTERLOCK LOCKSTILE LOCKSTILE INTERLOCK YR INTERLOCKLOCKSTILE INTERLOCK INTDOUBLE ERLOCK LOCKSTILE STANDARJ ASTRAGALD GR DOUBLE INTERLOCK LOCKSTILE K INTERLOCK LOCKSTILE LR ASTRAGAL INTERLOCK ►souucrAevlsm a+e�plyinp wll�the Flovida L L.H. STANDARD ASTRAGAL WR STANDARD DOUBLE ASTRAGAL INTERLOCK INTERLOCK Code AmeAttepla pinnce No ll ^ ne! 20 ' O }' Evdrwie. ate lz l� � M L.H LOCKSTILE INTERLOCK DS DOUBLE INTERLOCK R.H. INTERLOCK E t+W ARdr�tawd �.�`4� y LYNAr • •tj/ lI�•' uc N STANDARD ASTRAGAL L.H. INTERLOCK SD L.H. DOUBLE INTERLOCK INTERLOCK No.6870S P R.H. INTERLOCK FIXED LOCKSTILE 1670TECHNOLOOYDRNE N. =-U ;u ��.(�••. b TE : •��_ i` '••'.e,�ORIDP,.-'' ' VENlCE,FL 3a276 eieOo-°1e PANEL TYPES ALUM. SLIDING 0.1680 OFA6NJH. #29296 crnrrueMemn wrmmumues. wa RT. GLASS DOOR, NON -IMPACT arose ae.enxa rmc / I , A. LYNN 15870 3 i6 757 O P.E.N 56705 o JR 04R75/17 O NO CHANGES THIS SHEET: cERT n¢ruclmsassEnvEn s,�s„ye SG02500 �,; NTS OmmF.W.n: I. OB/D&P4 t7 aae O.ro: J.J. 6ND2b6 44 1/8" MAX. DAYLIGHT OPENING FOR 48" NOMINAL, ALL CONFIGURATIONS / MAX . 0 0 HT. a o 48" NOM. MAX. PANEL WIDTH 48" NOM. MAX. PANEL WIDTH —ice= OXO 0 / / a T— 06" MAX. 30" HT. TYllP J_ 1 NOM. MAX 48" Xp or pX .PANEL WIDTH -�-—=i W6117 1 O NO CHANGES THIS SHEET. 0WOOM4 I J.J. 0=mw OX or XO 96" MAX HT. A 75 3/4 Y / / MAX. 80, DAYLIGHT MA: a , OPENING HT 48" NOM. MAX. PANEL WIDTH —r DLO HT. DLO WIDTH 48" NOM. MAX. PANEL WIDTH —{—I OXXO Or XXXX NOTES: 1. SEE SHEET 3 FOR PANEL TYPES. 2. DLO WIDTH = NOMINAL WIDTH-3 7/8" 3. DLO HEIGHT = DOOR HEIGHT-4 114" O 913/4" 96' MAX. MA; DAYLIGHT HT OPENING 46" NOM. MAX. PANEL WIDTH — 070 TECHNOLOGYORNE N. VENICF, FL 34276 ELEVATIONS (S11J40p-16rop nf� CERT. OFAUTTI. 929M TEXAMPLE ALUM. SLIDING GLASS DOOR, NOWCOPI'td(lliT02117 soD2600 NT5 4 116 767 PRODUC f REVISM as c plyb® with the Eland. • Imling Cwie Accepuece Na IT^6424.6y X.Pwa144Dale 421j 1"3 Z KbrEUilJi•Priduci L'otthe{ L NV �• No. 58705 �• 0 :S&ATE �1-' 4-0- IONAL A. Ad MIL1116 1. P.E.0 58705 LJ L� 216 (5 - TRACK HEAD & SILL SHOWN) 211 214 215 217 EXAMPLE MULTI —PART EXTERIOR FRAME r, n EXT. MAX. HEIGHT ALL CONFIG. ' O is NOTE MAX. DP W/ 1 3/4" SILL=+35.3PSF ,_UE—I�TICALSECT. ,TAN=SILL INT. 94 1/4" MAX. DLO ALL CONFIG. " 1 F JR • 04N8117 ) O I NO CHANGES THIS SHEET ) EXTENDED SILL 070 TECHNOLOSYORIVE N. VENICF, FL 342M 1941) 430.1500 CERT. CFAUTH 9=96 212 L;7(5L TRACKHEAD&SILL SHOWN) 211 74 215 217 EXAMPLE MULTI —PART INTERIOR FRAME ®1■1�1■1® NOTE: ITEM 74, INTERIOR SILL IS NOTAPPROVED WHERE WATER INFILTRATION IS EXTERIOR REQUIRED. V MOM" REYISM v �s c�plyln8 ehb lk. "1 ,f& e n lwliXnR C.& O Aaepl2.,e N. 1 O yzv . L;S- F�rh-tiwq We VERTICAL SECT. INTERIOR SILL ALUM. SLIDING GLASS DOOR, NOW, ,lvlu11ba6 BN4. 6Ml d�1gM SG02500 1/2 5 -1 757 No.5=5 *� ZT1 .S G� Itl ZONAL A. LYNN MILLER P.E. REA 68705 SECT. A -A ` SECT. D-DSECT. E-E I_ \ INTERIOR ----t-- — --- — — ----- — — --- ° — — ---- — \ (ALL SECTIONS) -- O -----�--- ----- - --- - - ---- '-- t EXTERIOR SECT. B-B SECT. C-C — SINGLE/SINGLE INTERLOCK EXAMPLE W/ NO REINFORCEMENT (TABLE 1, SHT. 2 DESIGN PRESSURES) X G) OR S X SECT. A -A 1os OR O MOVABLE INTERLOCK AT P-HOOK SECT. B-B XORO OR & SECT. C-C LOCKSTILE AT ASTRAGAL Is X MOVABLE SINGLE/SINGLE INTERLOCK 8 1U8 OR 101 78 AND 77 OR X OR O Q PRODUC f BE VIVn O AIR SPACER, ascorwplrWgultb fhr. F7o'bL, M�diOpCak TYP. ALL SECTIONS X USEDONLYWITH FIXED PANEL, O A�aWeeceNe]]—/,47�.US Eeptrst6N Date 78 �BlenY`i�r� �ceeirt P��•' LICENSE SECT. D-D ` FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK SECT. E-E LOCKSTILE AT JAMB ' * ; Na. saws - H lg Ilt- a, tmoTECHNoc°oroR1VEF�P N. VENICE, rL 34275 (001)080.7600AL HORIZONTAL SECTIONS, TABLE 1- DPS �w� : C� '•.�ORIDP•.•" ��' rcNG��• Reber oRr CERr.OFAUTHP192W ALUM. SLIDING GLASS DOOR, NON -IMPACT 7I cl I t I t t tt �� JR 04N5117 O NO CHANGES THIS SHEET. COMWomn �TOwO�°� o "ifibT10di° SG0260t1 — irz see 8 d 18 °i't9R' 7$7 F°" O A. LYNN MILLER, P.E. RE.*58705 F.K. 09/DS/04 J.J. 04MZVB w0MR'3� SECT. A -A ` SECT. H-H SECT. E-E ` `\ 4INTERIOR ---rt- --- - - ---- - --- o - --- - \ ° o (ALL SECTIONS) I I ------��----r- -_--- --- - - ---a-- I EXTERIOR SECT. F-F SECT. G-G. SINGLE/SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 2 DESIGN PRESSURES) G) OR 106 SECT. A -A MOVABLE INTERLOCK AT P-HOOK X X 6O SECT. F-F MOVABLE SINGLE/SINGLE INTERLOCK AND O 6 OR f06 XORO OR 8 OR 8 SECT. G-G LOCKSTILE AT ASTRAGAL 101 XORO YYY OR O LO O O j AIR SPACER, TYP. ALL SECTIONS USED ONLY WITH FR X FIXED PANEL, O x PRODUC T REV1SM as—piylsg Misr the FTw10n k-&Nns Code Aatyteece H�pIM{tr DRte S"1 z-�i SECT. H-H ;F1. 13 FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK SECT. E-E ' * Na.�705 LOCKSTILE AT JAMB v V r1l _ 1070 TECHNOLOGYDRNE 01v1pt°` '°LORIDI` �` N. VENIC& FL 3e27s HORIZONTAL SECTIONS, TABLE 2 — DPS ' �S '' •..... • G� �: M41J480-1500 Tls "'1S11ONAL t+ay.,a,,: m nousmw8 m GERT. OFAUTH. 0✓ 2 0 ALUM. SLIDING GLASS DOOR, NON —IMPACT f 111111 101, JR 04N5H7 O NO CHANGES THIS SHEET. cm�raxal 7 B 1+oa! a a�ae n,,,mo,b• am. oet crorx�e oero: ® A. LY MILLER P.E. F.K OB/DRRM J.J. OMD2D6 au waHrsaEs�aom SODSOD..1%2 1 7 m 16 P.E.E.0 58705 SECT. A -A —� ` SECT. J-j SECT. E-E 4 INTERIOR ----t-- --- — ; ---- --- o o — ---- — \ (ALL SECTIONS) EXTERIOR ------------r—----- \ --- \ — --- 1 �/ SECT. 1-1 SECT. G-G SINGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES) G) OR 105 SECT. A -A MOVABLE INTERLOCK AT P-HOOK OR 105 w X 33 OR 134 SECT. 1-1 MOVABLE SINGLEIDOUBLE INTERLOCK 134 OR 33 SECT. J-J FIXED TO MOVABLE SINGLEISINGLE INTERLOCK 1070 TFcmoL0GYD171V1 N. VENICE. FL 34275 (941)480.1600 O NO CERT. OFAUTH #29296 CHANGES THIS SHEET. oormacxrVM7 J. 0402D6 I mmoirrs� 24 OR 121 48 1 OR 101 "' � iL XORO X SECT. G-G LOCKSTILE AT ASTRAGAL 101 XORO Q OR USED ONLY WITH FIXED PANEL, O SECT. E-E LOCKSTILE AT JAMB HORIZONTAL SECTIONS, ALUM. SLIDING GLASS D = amn: sn.ee rRoDuC T REviSeD mawplylnm w10 the nmi6. . bM�ins Cale Aa'tNeece Ne .17 ,DPI �.,-� 6y�.e�e.oem�y-fig l L, 114 11 lI j cehd ♦ NQ... �i No. 58705 ��C,c♦ • �s�dre F1 �44; .E 3 - DPS. %�Ls '.,<ORIDP,.•' \?.` NON -IMPACT '�lS/�NAi i I0NG♦♦ °v mr. A. LYNN MILLER P.E. 757 O REM W05 (2) FIXED PANEL BRACKETS INSTALLED ON EACH FIXED PANEL TO ATTACH FIXED PANEL TO FRAME JAMB (1) FIXED PANEL CLIP (TOP) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD �kl�_N: i INSTALL W/ #10x1" SMS (4) 76 RE -INSTALL #1 Ox 3/4" PANEL SCREWS (2) 78 631/4T L2� 77 INSTALL W/ ` INSTALL W/ #10xl" SMS (4) #loxl" SMS (2) REINSTALL 114-20 PANEL SCREW (1) 1 I (1) FIXED PANEL CLIP (BOTTOM) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME SILL FIXED PANELS (1) TRACK CLIP AS5EMBU ON EACH ACTIVE PANEL) POSITION TO SECURE THI ITS RESPECTIVE SILL THE /¢Uf1UCREVI�theF1o1Ma os4�*V Y [ Wc41ins-ce 05 AceeVlanre No � DIirntLa k.16 1 I l 1 k\— * No.58705 OPERABLE PANELS -�uo *_ p , �y �b ' 77, TE F 1070 TECHNOLODYDRNE °fia1 �� 00RIDP • �4� N. VENICE, FL 34275 TRACK CLIP & FIXED CLIPS INSTALLATION S •••......•••' � ([411�oaso0 m. �?NAL �: �•.�.: CERT.OFAUMA29m ALUM. SLIDING GLASS DOOR, NON -IMPACT �I1 f f I i i 1111 `` JR 04105/17 O NO CHANGES THIS SHEET. ealmrarleaoO swafama I —.evrn rn.- o Deama o.rr xr=uml cacJ�YA. LYNN # 587 5 P.E. F.K. OB/08A74 J.J. 04A)T/f15 .w.nmxnxtsrayty SGDffi00 1� 9 a 16 757 O P.E.q SB705 3 L4 7 12 1281 13 725B 15 707C 17 726 18 661 19 661 20 1683 X 1.25 PH. FL. MS (LA .LOCK (STD.), MONOI .750 PH. PN. SMS - S.S X 1.125 PH. PN MS ', .187 X 320 - PILE AIL, MONOLITHIC 1.187 X .290 FIN SEAL ASSY. ASSY. - S.S. R ASSY. R ASSY. - S 26 653 ILATCHKEEPER 27 14553 ILATCH LEPER - S.S. 28 1 1#8X.312PRTXSMS 29 729 JAMB BUMPER 30 1 1#6X.375 PH. FN. SMS 31 663/664 JBUNVER SHIM .030 OR.061 33 1734 1DOUBLEINTERLOCK(STD. 36 11007 GLAZING VINYL - 3116 37 1 IGIAZING VINYL -1/4 39 1 13/16" TEMPERID GLASS 40 1 11/4" TEMPERED GLASS 42 645 1ADD-ON STILE OXO ONLS 45 755 1/2 X 15/8 REINF. - ALUM 46 11214 1/2 X 1 1/4 REM. - ALUM. 49 749 REINFORCEMENT SPRING 1 51 1040 MORTICELOCK (DEAD LA 52 1040-2 MORTICE LOCK (DEAD LA 53 CYLII,IDER/HOUSINGASSY 54 1016 # 8 X .625 PH. FL. SMS 55 657 BACK[NGPLATE ORTIC 56 1045 MORTICEHANDLE SET 57 COVERPLATE 58 1659 IMORTICELATCHKEEPER 60 11239 3/16'APPLIEDMUNTIN 6l 665 ICOLONIALENDPIECE — JR 04A1W17 O NO CHANGES THIS SHEET. F.K. OAg84k I JJ I 0&02MG PGI# 69362 7LOCK 7DUM! 71114K ,TK Z_ 1W 7683Z 7683S 68315 6T304 69112 71040 7104OX 70288K 7858ZA 4183ON WW PART # DESCRIPTION PG1'# ITEMS # 5, 10, 14: 16, 22, 25, 32, 34, 35,38, 41. 43, 44, 47, 48, 50, 59, 65, 75, 79-89, 91-105,107-110, 112-114, 116-120,122-129.132,133. 135-200, 205-207, 219, 221, 223 & 224 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 62 522 lCOLONIALINTERSECTION 41630 63 124 JAPPLIED COLONIAL MUNI'IN 66631 64 1240 1116 X 1 FLAT13AR 68926T52 66 754 TRACK CLIP GUIDE 41754B/W 67 756 TRACK CLIP COVER 6756BIW 68 #6 X 3/8 PP SMS 18-8 SS 76X38PPAX 69 740 HOOKSTRIP (P-HOOK) 163713 71 1702 2-TRACKHEAD 69179 72 703B 2-TRACK EXTERIOR SILL 6703B 73 704 2-TRACK JAMB 68180 74 637 2-TRACK INTERIOR SILL 68275 76 717 FIXED PANEL CLIP, TOP 71.A 13A 77 717B FIXED PANEL CLIP, BOTTOM 7717FPCA 78 646 FIXEDPANELBRACKEI' 41814 90 1136 #6 X 1/2 PP SMS 76X12A 101 736 LOCKSTILE, I.G. GLASS 60392 106 735 INTERLOCK (STD.) I.G. GLASS 60393 111 618 TOP RAIL, I.G. GLASS 69088 115 619 BOTTOM RAIL, I.G. GLASS 69089 121 737 ASTRAGAL, I.G. GLASS 60394 130 5/8" I.G. GLASS; 3/16" TEMPERED IM' SPACE, 3/16" TEMPERED 131 1006 GLAZINGVINYL-INSULATED GLASS 658GI-K 134 745 DOUBLE INTERLOCK (STD.), LG. GLAS 60551 201 629 1- TRACK HEAD, POCKET DOOR 68176 202 628 1- TRACK JAMB, POCKET DOOR 6628 203 666 OPT. SCREEN RAIL, POCKET DOOR 61394 204 627 1- TRACK SILL, EXT. POCKET DOOR 68178M 209 631 3 - TRACK HEAD 68182 209 632 3 - TRACK JAMB 68183 210 633 3 - TRACK SILL, EXT. W/ SCREEN RAIL 68184M 211 613 ADD-ONTRACKHEAD 68187 212 614 ADD -ON TRACK FOR FRAME HEAD 68185 213 617 12 -TRACK FRAMEJAMB,ADD-ON 68188 214 615 3 - TRACK SILL, ADD -ON 68189M 215 616 ADD -ON TRACK W/ SCREEN FOR SILL 68190M 216 634 ADD-ONHEAD 68186 217 635 ADD -ON SILL 68191M 218 638 LOW-RISE 2 - TRA CK SILL EXTERIOR 68952M 220 63G I 1- TRACK SILL, INTERIOR 68274M 222 671 LOW-RISE 1- TRACK SILL, EXTERIOR 60803M 225 1732 HIGH-RISE TRACK ADAPTER 168313M 010 GYDAINE N.VENIC� 042- (NI)460.16V0 CERr. OFAUM. =96 aopmewom? p7 am mi mersn®nm PARTS LISTS m. ALUM. SLIDING GLASS DOOR, NON-1 ..eseae BOD2500 acre -;Ts e.ee 10 d 16 or..mcnw 757 FRODUC f REVISED V —PIYVt -ilb 4h. Fwi% *Wng Cod. Ampl.... Ne O 26 • 17 �� [1a4 P wn CMkaI ,alai * : NO.58705 ZA j�d S7A ONAL ING`• A. LYNN MILLER P.E. O P.E.# 69705 --- 2.437 -�I� TI_- 2.310 2.310 -� I ��- 2.310 --� 1.45 ll;;��-11032 .093 -�{ .890 i� �•{ .890 if 093 .093 062 062 1.816 1.816 101 MATLO: 6063-TG CKSTILE IMATINTERLOCK 5 T6 1.375 1.375 I #736 J1___ L 106 #73 -{ 1.036 j�-►�500� I.G. DOUBLE INTERLOCK STD. DOUBLE INTERLOCK r-- 2 437 -►I I.G. TOP RAIL TOP RAIL MATL:6063-T6 MAT'L: 6063-T6 MAT'L: 6063-T5 MAT'L: 6063-T5 134 4745 33 #734 062 1.032 f 2.310 111 #618 11 #706 T STD, LOCKING STILE' 1.452 O MATL:6063-T6 .093 #708 STD. INTERLOCK MAT'L: 6063-T6 --i 1.036 --14991-- #705 2.562 -�{ � 2.562 �I O .062 .062 1.096 1.575 1.096 1.575 2.438 2.438 t1T L 2.845 2.845 �1 .890 I- - -1 .890 IF 125 125 I.G. BOTTOM RAIL BOTTOM RAIL MATL:6063-T6 MATL:6063-T5 #619 9707 I.G.ASTRAGAL H.D. ASTRAGAL 115 15 121 MAT'#73763-T6 23 MAT#720083-T6 I+ .500 T 1.611 OREIN CEMENT MAI 6063-T6 #755 -1500[- r 1.250 -Ln 46 REINFORCEMENT MAIL: 6063-T6 #1214 NOTE: ITEMS 45 AND 46 LENGTH = PANEL HT. - 4 1/4" I JR 104ME117 1 O 1 NO CHANGES THIS SHEET. I O O O O I �- 1.750 ---� 1.000 �- 2.000 0 125 L O FIXED PANEL CLIP, BOTTOM MAIL: 6063-T6 #7178 070 TECHNOLOGYORIVE N. VEIVICE, FL 31275 (941)480.1800 CERT. OFAUUL #29295 O O O o 1.750 #I 1.000 1 -i- .750 -L - .125 I FIXED PANEL CLIP, TOP 75 MAT'L:6063-T6 #717 ALUM. SLIDING GLASS DOOR, NON -IMPACT 3.�xN,ex say: m.ec unmvxn, an sanzsoo NTS 1 11 a 16 757 MODUC# REVISCD al log With the Flmi4y 101LlinR Code AcRpe.. Nel'7 EaplrtiMmDele S41 A-l$ . ,1�1 II1111II �.: No.58705 - O.. ST G� ONAL A. LYNN MILLER P.E. REA 58705 .660f-- L �— 3.624 —� i I 1.000 ' REF IF+ .062 2.500 ANC HOR. ANC HOLES .062-+{f►-- 71 2 - TRACK HEAD MATL: 6063-T6 70 HI -RISE TRACK ADAPTER MATLL: 6063-T5 #702 #722A 3.500 052� �— 2.370 .687 T I I 1.594 REF. O60ol ANCHOR HOLES 1.010 2 - TRACK JAMB HOOKSTRIP 73 MATL:6063-T6 69 MAT'L:6063-T5 #704 #740 1.887 REF. ANCHOR ~I HOLES i� -062 1.750 .500 1 .750 ' 082 —►Ir—L �-- -- 4.676 =1 203 OPTIONAL SCREEN RAIL, POCKET MATL' 6063-T5 72 2 - TRACK EXTERIOR SILL #666 MATL: 6063-T6 9703B 550 �i I rRODUCr REY114W 1.687 REF. 1�,wr�c c �{ ANCHOR I+— HOLES 1.750 AccrWr�erNn I p S .062 1 �. ' 225 HI -RISE TRACK ADAPTER rn � R/j� �.� �+---- 3.798 MATL: 6063-T5 ��` �O•..••-••.. �.•'' \GENS F ''• �� :. �' 74 2- TRACK INTERIOR SILL #732 _ *:' No.58705 _ MATL: 6063-T6- 9637 =9: 11� %�� '•, STATE °1e�°m" OF �� ''• 1070 TECHNOLoory NE N. VE � � EXTRUSIONS, FRAME(NI ;°[ORIOP•.. •'• \� � 01VAL e. x C.Rr. OFAUM 02929a ALUM. SLIDING GLASS DOOR, NON -IMPACT JR 04A75/17 O NO CHANGES THIS SHEEL coar7tl99repn ddrwnc er< a,�e a..nvnx a..: A. LYNN MILLER, P.E. werne�: orix e�eaea ore: FJG 09/OBI04 ✓✓. Gamav6 _ wrPTIMPT <;ac AURGMMSs soozso9 TS 12 a 16 757 O P.E#68T05 I 5218 1 1.000 .750 r T 208 3 - TRACK HEAD MATL: 6063-T6 #631 .062 1 .887 5.094 -= 209 3-TRACKJAMB MAT'L: 6063-T6 #632 ADDED FRAME COMPONENTS J-4.016 -� I n n .950II II II I IUI U .062 U 211 ADD -ON TRACK HEAD MATL: 6063-T6 #613 .062 I .687 3.187 --{ T 2-TRACK FRAME, 213 JAMB ADD -ON MATL: 6063-TG #617 3.002 -� 1.000 F .062 ADD -ON TRACK, 212 FOR FRAME HEAD MAT'L: 6063-T6 #614 .440 062� 1 625 ±394---�� -1 O 1 -TRACK SILL, LOW -RISE EXTERIOR W/ ADD -ON MATL: 6063-T6 #671 �► 1.800 1.000 .062 - 11- OADD -ON HEAD 216 MAT'L:6063-T6 9634 1 052 f 062 a 0 1_ 1.25 062-440 .562 1.25A 0 J 562 .562 .627 6.184 T_ 1r 3.988 �{ 3 -TRACK SILL EXTERIOR 21p W/ SCREEN RAIL 214 3 TRACK MAT #6 063--T6SILL 218 -TRACK SILL, LOW E 2 EXTERIOR W/A 6-ON MATL: 6063-T6 #638 #633 J_ -_ .062 562 I �-- 2.446 2f5 ADD -ON TRACK W/ SCREEN FOR FRAME SILL MAT'L: 6063-TO #616 .062 562 rr1.844 217 1 -TRACK ADD -ON SILL MATL: 6063-T6 #035 NO CHANGES THIS SHEET. 1 - 062 .502 �-- 3.798 2 -TRACK SILL, 119 INTERIOR W/ADD-ON MATL: 6063-T6 #637 J-- 2.204- .062 .562 I O 1 -TRACK SILL, 22p INTERIOR W/ADD-ON MATL: 6063-T6 #636 N. VENICE, FL 34276 -A1 KlJJ1V)V0, 1 Mlilwc (941)490.1600 Tee cERT, OFAUlNAL #2920 _ UM. SLIDING GLASS GGD2600 I NTS 113 1 16 I 757 rRoo0c r REVI88D L crpt7lrtg wit4 the F�ueiAa ' Nu/itt[ Cale ActeN�eee No 17-D 42p .0'S E�li•a�iM Prte�'�j� ji&' Jk SL. Arlrr uct Coet,+A llullnr Y....NN'l1i •LICENSE •. CI No. 58705 ;� • lYl 0- F 'I- //5'DNA......... O N'` A. LYNN MILLER P.E. P.E.# 58705 DP TABLE REF. > SHEET 2, TABLE 1. SHEt:I Z, IAtSU: Z. .7H=I 3, lAnL.t.S. GLASS TYPE > BC OR D B,C OR D CORD INTERLOCK & > SSN (SEEN 3) SSR (SEE NOTE 3) SDR (SEE NOTE 3) REINFORCEMENT HEAD & HEAD & HEAD & ANCHOR TYPE SILL JAMB P-HOOK SILL JAMB P-HOOK SILL JAMB P-HOOK & SUBSTRATE CLUSTER CLUSTER CLUSTER lo UW' F F F l-Q�a > it l�L 5 ��tNOM. U U m U U 'n V U m U U 0 U U m U U 0) U VZ Z Z Z�]Z Z Z Z Z Z Z Z Z Z e Zo Z PANEL UNIT O O O o 0 5 0 0 o O $P o O 5 U OHT. U U o L) o U o L) o O o o O NN NNNNNN.-N24000 x6 C6 C6 8 8 8 5 5 4 C6 C6 C6 8 8 8 5 4 Ce C8 C6 8 6 8 5 x tiu.uuu 84.000 90.000 96.000 x 80.000 84.000 90.000 96.000 x 80.000 64.000 90.000 96.000 48.000 X 6U.000r6 G6 Lil ti t1 0 o v v a.+ 84.000 C4C4 C4 8 8 90.000 C4C6 C4 8 8 96.0004 C4 C4 8 8 8 4 4 4 C6 C6 04 8 8 INTERMEDIATE HEAD/SILL ANCHORS,TYP., (2) ANCHORS PER LOCATION (2-TRACKS, SEE SHEET 16 FOR 3 & 4 TRACKS 28" MAX. O.C. 2 ANCHORS 48" NOM. 48" NOM. 48' NOM.- AT EACH EXAMPLE USES o LL)) LOCATION, 8 JAMB o 0 (2-TRACK); ANCHORS w w 3ANCHORS TOTAL. SEE z AT EACH SHEET 16 FOR LOCATION, ADDITIONAL O O (3-TRACK); TRACK 4ANCHORS APPLICATIONS AT EACH LOCATION, to rn (4-TRACK) I ¢ a a 6" MAX I -• 6" MAX. 22 5/16" MAX. O.C. I 48" NOM MAX. FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE 2-TRACKS, CONCRETE SUBSTRATE @ HEAD, SILL & P-HOOK, CMU SUBSTRATE @ JAMB JR 1 04l05117 1 O 1 NO CHANGES THIS SHEEP. ANCHOR LOCATION, TYP., (1) PER AT P-HOOK 1 28" MAX. O.C. 96" MAX 1. ANCHOR TYPES: 1) 1/4" ELCO ULTRACON 2)1/4" ELCO 384 CRETE-FLEX 3) }#12 STEEL SCREW (G5) 2. GLASS TYPES: B - 3/16" TEMPERED C -1/4" TEMPERED D - 5/8" TEMPERED I.G. 3. TABLE ABBREVIATIONS: SSN - SINGLE/SINGLE WITH NO REINF. AT INTERLOCK & ASTRAGAL, (SHEET 6) SSR - SINGLE/SINGLE WITH FULL REINF. AT INTERLOCK & ASTRAGAL, (SHEET 7) SDR - SINGLE/DOUBLE WITH FULL REINF. AT INTERLOCK & ASTRAGAL, (SHEET B) WD - WOOD SUBSTRATE AL -ALUMINUM SUBSTRATE 4. ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING: JAMBS AND P-HOOKS SPACING -6" MAX- FROM CORNERS AND 28" MAX. O.C. HEAD AND SILL SPACING - 6" MAX. FROM CORNERS AND 22 5/16" MAX. O.C. 5. INSTALL PER ANCHOR QUANTITIES OF TABLE 4, USING THE DIMENSIONAL CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE'REQUIRED AT ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK SECTIONS. SEE SHEET 16 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD, SILL AND JAMB TRACK SECTIONS. ANCHOR 16" MAX. LOCATION, y 8" MAX. TYP. ASTRAGAL OR (4) ANCHOR CLUSTER - C4 INTERLOCK, TYP. 16" MAX. 8" MAX. 1 11/16" MIN. O.C. TYP. (6) ANCHOR CLUSTER - C6 HEAD & SILL = 6" MAX. FROM CORNERS, 22 5/16" MAX O.C. AND C6 AT EACH ASTRAGAL OR INTERLOCK. JAMBS & P-HOOKS = 6" MAX FROM CORNERS AND 28" MAX. O.C. TOTAL AT HEAD = 30 ANCHORS (2+2+C6+2+C6+2+C6+2+2= 30) TOTAL AT SILL = 30 ANCHORS (2+2+C6+2+C6+2+C6+2+2= 30) TOTAL AT JAMB = 8 ANCHORS TOTAL AT P-HOOK = 5 ANCHORS HEAD/SILL CLUSTER LOCATION TYP. SEE C4, C6 OR C8 CLUSTER DETAILS 16" MAX. 8" MAX. 3" MIN. (6)ANCHOR CLUSTER - C8 CLUSTER DETAILS N. VENICF FL 34275 A1VL rlL.FKAL7=01-AL.11VU (S41)I61F160o — CERF.OFAURLd2B28B rl ALUM. SLIDING GLASS SGD26W I NTS 114 d 16 NON -IMPACT 757 1 O PRO•DUC i' REY6TED t=12 1111 fie Flo" Cede Avoid a*LrN. LZ- v 47p-Os �+PMa14.mte z Ulbdr' -rief��`�V �G ttnnlrr �•� pNY LYNA, * No. 68905 ' S �0, ••�. �slhht'E� 0NAL A. LYNN MILLER. P.E. P.E.# 58705 CONCRETE ANCHOR 3.4 KSI MIN. CONC. 1° MIN. E.D., TYP. (2) r- 1 3/8" MIN. (SEE NOTE 1) I 1 3/4" MIN, E.D. (2 1/2" FOR 1.087 CRETEFLEX), P. (2) (EXTERIOR) O.C. 1" MIN. E.D..;..:.......... . WOOD ANCHOR TYP. (2) '/ -';; NOTE 1. (SEE NOTE 1) N1 3/8" o > 1.594 1x WOOD BUCK o 1� MIN. O.C. (SEE NOTE 2) (EXTERIOR) 1.687 1/4" MAX. SHIM 2x WOOD O.C. (SEE NOTE 2) DETAIL - C DETAIL - D 2x WOOD (SEE NOTE 2) ALUMINUM MULL ANCHORAGE APPLICABLE TO HEAD OR JAMBS - 1/8 AL. MIN. 1 (EXTERIOR) I6063-T5 T MIN. OF 3 1/4" MAX. SHIM WOOD ANCHOR SEE NOTE 1) THREADS #12SMS BEYOND METAL DETAIL - J SUBSTRATE. 1/4" MAX. SHIM I— (EXTERIOR) TALLATIONS DETAIL - F SEE NOTE 1i[�'�3.54 KSI MIN. CMU OR KSI MIN. CONC. '•`''•�� 1.594 CONCRETE O.C. ANCHOR : 1 3W' MIN. E.D. ' (SEE NOTE 1) ' ` '": (21/2' FOR •`.:4j`y� CRETEFLEX OR CMU) 1x WOOD BUCK " —TYP (2) (SEE NOTES 2) (EXTERIOR) r NOTES: . TYPICAL FRAME HEAD INS 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114" ULTRACONS OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 314" MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4° (2 1/2" FOR CRETEFLEX OR CMU). FOR WOOD INSTALLATIONS USE #12 SCREWS OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8° MIN. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 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. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. 3. FOR ATTACHMENTTO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B, D AND F ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM (SEE DETAIL J). IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN IN THIS NOA MAY BE USED. 4. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. DETAIL - E TYPICAL FRAME JAMB INSTALLATIONS 3.4 KSI MIN. CONC. 1/8 AL. MIN. MIN. OF 3 THREADS 6063-T5 1x WOOD BUCK, BEYOND METAL (SEE NOTE 2)� SUBSTRATE. CONC .ANCHOR (SEE NOTE 1) #12 SMS 1" MIN E.D. (SILL) I I (SILL) (EXTERIOR) OTE 1. WOOD ANCHOR (SEE NOTE 1 1/4" 1°MIN. MIN. E.D. E.D. (SILL) (EXTERIOR) (EXTERIOR) DETAIL - G DETAIL - H DETAIL - I TYPICAL POCKET P-HOOK INSTALLATIONS ADDED ALUM TO DETAIL G N. VENIM FL 34275 (941)4e0.7500 CERT OFAUTX 079296 1/4" MAX. 1.687 O:C. �^ { (SEE NOTE 5) WOOD ANCHOR I (SEE NOTE 1) *- (EXTERIOR) — 1 3/8" MIN. 0 0 3!8" MIN. 1" MIN. E.D., `\\ TYP. (2) ` 2x WOOD 2x WOOD (SEE NOTE 2) DETAIL-B (SEE NOTE 2) 1/4" MAX. 1.687 O.C. (SEE NOTE 4) iE (EXTERIOR) ;+ '' :i: ? :; i:' NOTE 1. �j^� �/�/j��1 3/4" MIN. E.D. (2 112" CONCRETE ANCHOR J FOR CRETEFLEX). TYP. (2) (SEE NOTE 1) 3.4 KSI MIN. CONC. DETAIL -A TYPICAL FRAME SILL INSTALLATIONS ANCHORAGE DETAILS I ALUM. SLIDING GLASS DOOR, NON -IMPACT I SOD2500 1 114 1 15 a 16• 1 757 PP.000CfREVW,W ascwvdIywKw1I9 the Fkw& 6aFliag Cale D Zn • O LTIVN AceepSceccNol � 5�`kntyn Byte (— �= - `111111tlllii �.� aN,,.,.•.,,,,M '�. * No. 58705 ZIE F -Z' TEV--' "'',L YONAL��\,.. A. LYNN MILLER P.E. P.E.Q 58705 JAMB INTERIOR 1.69 IN.O.. 7 6 5 4 3 2 7 1.59 6 MIN. O.C. ANCHOR LOCATION, TYP.T T� 5 4 3 NOTES ON POTENTIAL ANCHOR LOCATIONS: 2 1. ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4, SHEET 14, APPLIES AS THE MINIMUM REQUIREMENT FOR ALL TRACK CONFIGURATIONS. ANCHORS MAY BE STAGGERED WITHIN TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL AND/OR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S) ARE IN THE CLOSED AND LOCKED POSTION. MINIMUM ON -CENTER DIMENSIONS FOR ANCHORS ARE 1.69" AT HEAD AND SILL AND 1.59' FOR JAMBS. 2. EMBEDMENTAND EDGE DISTANCES SHOWN FOR2 TRACK n 9 92 FRAMES ON SHEET 15 ARE ALSO APPLICABLE TO ALL MULTI- u u JAMB EXTERIOR TRACK SECTIONS. 3 n 4 i 4 If n St Si R_� II 6 HEAD/SILL EXTERIOR n 8 4 4 R 57 4 R II ul 7 1.69 MI' N.O.C.' HEAD/SILL INTERIOR 1070 TECHHOLOGYDANE N. vEN10E, FL34Y76 FRAME, POTENTIAL ANCHOR LOCATIONS (841J9B41600 CERE OFAI/TH.Ips10B ALUM. SLIDING GLASS DOOR, NON -IMPACT NO CHANGES THIS SHEET. Ovnv� ..._.4. i...... i,,.-. i,�.�-._ r SGD2500 L/4 L8 a 16 1 757 PRODUC E NEVISBD �C�P1YM6 Wilk (ke Fb*6 MW,n8 Cade Ampla.ce Na 17-OV ZO.Oj E�.R..D.0 aa�._z.zol8 601ia' IAklc P.,edaef Cand �I,ui 1u1,, oN.......... * : No. 58705 `` (C '•.FCOR10%.•�GNO. S�ONAL .0C.", A. LYNN MILLER, P.E. ___ P.E.#58705 Florida Building Code Onlir Page 1 of 3 BCIS Home I Log In User Registration ? Hot Topics j Submit Surcharge 1 Stats & Faits j Publications I FBC Staff BCLS Site Map Links' Search HO(1da Product Approval USER: Public User Pmduct Approval Menu > Product or Application Search > Application List > Application Detail FL # c L242-R22 Application Type `Revis`ion Code Version t-2b Application Status 2 Approved *Approved by DBPR, Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer 1PGT ndIs Address/Phone/Email 1070'Technology Drive North Venice, FL 34275 (941)4B6-0100 Ext22318 druark@pgtindustri'es.com Authorized Signature Jens Rosowski jrosowskl@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext21140 jrosowskl@pgtindustties.com Quality Assurance Representative Address/Phone/Email Category ylindows Subcategory Horizontal Slider, 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 09/25/2017 Date Validated 10/16/2017 Date Pending FBC Approval Year 1994 lip https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3D... 3/12/2018 Florida Building Code Onlit Page 2of3 Date Approved 10/26/2017 FL # Model, Number or Name Description 2�2 1` t R-- 210-(tJon=ImpaCt Aluminum Horizontal Roller Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. Please see the Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL242 R72 C CAC 17-0411.05.odf Quality Assurance Contract Expiration Date 04/05/2022 Installation Instructions FL242 R22 II 1.7-0411.05.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: 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 R22 C CAC 17-0411.07,ndF 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 R22 H 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: 242.3 HR - 710 -(Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R22 C CAC 17-0411.06.1)df Approved for use outside HVHZ: Yes Qual-rty 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 R22 11 17-0411.06.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: 1242.4 j HR - 810 (Large Missile Impact) I Multi -Story Aluminum Horizontal Roller Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes -Zmpact Resistant;Yes- - - - - - - - - Design Pressure: N/A Other: Please see the Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing Information. 242.5 1 HR - 810 (Small Missile Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. 242.6 I HR-5410 (Non -Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant No Design Pressure: N/A Other: Please see the Mlaml-Dade County Notice of Acceptance (NOA) for product performance information, anchorage; details, and anchor type, size, and spacing information., 242.7 1 HR-5510 (Impact) Certification Agency Certificate FL242 R22 C CAC 17-0411.03 LM.odf Quality Assurance Contract Expiration Date 11/01f1022------• - - -- --- ---- - Installation Instructions FL242 R22 II 17-0411.03 LM.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Multi -Story Aluminum Horizontal Roller Window Certification Agency Certificate FL242 R22 C CAC 17-0411.04 SM odf Quality Assurance Contract Expiration Date 11/01/2022 Installation Instructions FL242 R22 II 17-0411.04 SM.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Vinyl Horizontal Roller Window Certification Agency Certificate FL242 R22 C CAC 17-0411.09.3df Quality Assurance Contract Expiration Date 09/24/2020 Installation Instructions FL242 R22 11 17-0411.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Vinyl Horizontal Roller Window https://www.floridabuilding. org/pr/pr_app_dtl. aspx?param—wGEVXQwtDquUsDrhuM3D... 3/12/2018 Florida Building Code Onli_� Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R22 C CAC 17-0411.08.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/2412020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R22 II 17-0411.08.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: 242.8 SGD - 770 Window (Impact) Aluminum Horizontal Roller Window, Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R22 C CAC 17-0420.17 WindoA,.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 R22 1I 17-0420.17 Window.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: 242.9 SGD-2500 Window (Non -Impact) Aluminum Horizontal Roller Window Limits of use Certification Agency Certificate Approved for use In HVHZ: Yes FL242 R22 C CAC 17-0420.15 Window.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No OS/22/2018 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R22 11 17-0420,15 Window.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: 242.10 SGD-5570 Window (Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R22 C CAC 17-0420.16 Window.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes OB/04/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) for product performance Information, FL242 R22 II 17-0420,16 Window.DdF 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: Bads Nest Contact Us :: 260% Blair Stone Road. Tallahassee FL 32399 Phone: 8SO-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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact B50.487.1395. -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 emall 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 . Product Approval A=epts: https://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquUsDrhuM3D ... 3 /12/2018 MIAMIMI-DADE XIAxn-DADS COS MMu, PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONONEC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sovleconomv 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). 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 "BR 210" Aluminum Horizontal Rolling Window - N.I. APPROVAL DOCUMENT: Drawing No. MD-BR210-02 titled "Aluminum Horizontal Roller Window", sheets 1 through l I of 11, dated 03/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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: None. 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# 16-0629.02 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 Jorge M. Plasencia, P.E. NOA No.17-0411.05 Expiration Date: April 05, 2022 /19/2 Approval Date: August31,2017 Page i PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.11-1201.04) 2. Drawing No. MD-IIR210-02 titled "Aluminum Horizontal Roller Window", sheets 1 through 11 of 11, dated 03/15/17, 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 EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by idalrnis Ortega, P.E. (Submitted under previous NOA No.16-0629.02) 2. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6657 and FTL-6658, dated 10/17/11 and 10/18/11 respectively, and addendum letters for each dated 03/22/12, all signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.11-1201.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t' Edition (2014) and FBC-611' Edition (Z017), dated 03/31 /17 and revised on 08/02/17, 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. None. E-1 Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No.17-0411.05 Expiration Date: April 05, 2022 Approval Date: August 31, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SURAUTTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014) and FBC-611 Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by .Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-Ob29. 02) 4. Laboratory compliance letter for Test Reports No. FTL-6657 and FTL-6658, issued by Fenestration Testing Laboratory, Inc., dated 10/17/11 and 10/19/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.11--1201.04) G. OTHERS 1. Notice of Acceptance No. 16-0629.02, issued to PGT Industries, Inc. for their Series "HR-210" Aluminum. Horizontal Sliding Window - N.I., approved on 08/04/16 and expiring on 04/05/22. orge M. Plasencia, P.E. ProAct Control Unit Supervisor NOA No.17-0411.05 Expiration Date: April 05, 2022 Approva[Date: August 31, 2017 E-2 . 74TO-TP WIDTH - 73' BUCK 73' WIDTH �R SHEETS 788 C SHEETS M, i 788 TIP -TO •TIP i / 83' ' HEIGHT / / TIP TO -TIP HEIGHT 71' BUCK HEIGHT SASH VISIBLE LIGHT 33-Rile" I FIXED VISIBLE I LIGHT ' 33•BUD" t BI HE SASH FIXED VISIBLE LIGHT VISIBLE I LIGHT ALWAYS Imo— 33/16^ J B ` 3" REQUIRED @GORNER3 SEE NOTE U, SHEET 10 1.1:::::::::�B,.Tip-TO-TpvvioTH mo— 00' BUCK WIDTH �B SHEETS 788 _ - FIXED / / SIBLE ISIBL LIGHT I 56-7/B' / 68.1/B' / SASH VISIBLE FIXED VISIBLE Z' LIGHT LIGHT / CK GHT 20.7/10' SASH VISn3LE , 1 LIGHT - tr SHEETS 83, 78B TIP•TO-Tlp HEIGHT 8 BU HEI ALWAYS SEE N07E A, B FF- 316' REQUIRED SHEET 10 —_L 3" 4RCORNERS SEE NOTES B & C, SHEET 10 TYP. XO-ELEVATION-(OX-SIMILAA _ , TYP. XOX (113-1/3-1/3) ELEVATION 120"TIP-TO•TIPVfID H - vgBUCKWIDTH A 58-718' 58-1f8' / VISIBLE r/) FIXED VISIBL E 2" LIGHT LIGHT CK CHIT N3-B/16' SASH VISIBLE 50.3/15" FIXED VISIBLE LIGHT LIGHT rY ALWAYS REQUIRED ® CORNERS GENERAL NOTES: SERIES 210 NON -IMPACT RESISTANT HORIZONTAL ROLLER 1)THIS PRODUCTHAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLUMUABUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTE�S ARE REQUIRED WT1EN USED IN WIND-BORNE DEBRIS REOION9. 3)FOR MASONRY APPUCATON9IN MIAMI-OAOE COUNTY, USE ONLY MIAMI.OAOE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY VNR9 ANO CONCRETE 1'VI'R I MIN. HSI PER /WCHORTIPE 4)ALL WOOD BULXS LESS THAN 1"1k'T111CK ARE 70 BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IFUNIT INSTALLED DIRECTLY TO SUBSTRATE. WOOD SLICKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. IX AND EX BUCK6 (WHEN U6ED] 8HJU1 DE DESIGNED ANO SECURED TO PROPERLY PERLYERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RE9PONSIDILTTY OF THE ENGINEER, (EOR) ORARCHITECT OF RECORD. (AOR]. 7)ANCHOR EMBEDMENT TD BASE MATERIAL SIiALLBE BEYOND WALL bRESSINO OR S7UC00. USE ANCHORSOFSUFFICIENT LENGTH TD ACHIEVE REQUIRED MIN. HE SCMENT. INSTALLATION ANCHORS SHOULD BE SFJILED. OVERALL SF.ALINGIFLASHINC. STRATEGY FOR WATER RESISTANCE OF INSTALLATIONSHALL BE DONE BYOTH PABLES TRAM BEYOND THE SCOPE OF THESE I NSTRUCTIONS. B)1/4• MAX. SHIMS ARE REQUIRED A7 EACH ANCHOR LOCATION WHERC- if1E PRODUCT IS NOT FLUSH TD THE SUBSTRATE. USE SHIMS CAPABLE OFTRANSFERRINGAPPLIED LOADS. 7) DESIGN PRESSURES: ti NEGATIVE DESIGN LOADS BASED ON 8TRUCTUFVU_6 CYCLE TESTING AND GLA55 PER ASTM E7300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL & CYCLETESTING AND BLASS PER ASTM E13 W. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. B) THEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3%MESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF, THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF ANCHORS INTO WOOD. ANCHORSTHATCOME INTO CONTACT WITH OTHER DISS918LAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-0657 88B58; ELCO ULTRACON NOA: ELCO CRETEFLEX NOA: NAT. DESIGN SPEC. FOR WOOD CONSTRUCTION, ANS9AF&PANDS & ALUMINUM DESIGN MANUAL(ADM) 11 APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. - 'TS 8 SEE NOTE A, i� SHEET 10 SEE NOTES El& C. _ 3' SHEET 10 TYP. XOX (1/4-1/2-1/4) ELEVATION CODES I STANDARDS USED: •201T FLORDA BUILDING CODE FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 57H EDITION •ASfM E13DO-04 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRU(�,T,)•!ON •ALUMINUM DESIGN MANUAL,ADM-ZD10 + •AISI 5100-12 •AISC 360-10 GENERAL NOTES._._...._............. 1 ELEVATIONS..-.........................._..1 OESIGN PRESSURES, XO/OX__......2 DESIGN PRESSURES, XOX...__._. 3 ANCHOR QUANTITIES, XO/OX.-_ 4 ANCHOR QUANTITIES, 113 XOX .... 5 ANCHOR QUANTITIES, 114 XO/OX_ 8 INSTALUUION, STD MR_ ......... ...... 7 INSTALLATION. HD MR ... ........... -.8 GLAZING COMPONENTS ........... _. 9 CORNER ASSEMBLY_____..._...._.. 11 EXTRUSION PROFILES-___....._.. 11 PARTS LIST .............. ......... :._ 11 ANCHOR SPECIFICATIONS.._......._ 11 12)THE 210 SERIES HORIZONTAL ROLLER WINDOW WAS FORMERLY KNOWN AS THE 201 SERIES. DESIGN PRESSURE RATING IMPACT RATING PRODUIyC�T��REVISED - VARIES, NOTRATED FOR ee O°mP with th. Florid. Building • SEESHEETS2&3 IMPACTRE815TANCE xOallo. 17-0411.05 USER INSTRUCTIONS: NY LYNq/ RevfeM Hy 0° e' Rorhfom ExpimtfOn Dale 04105/2022 11) DETERMINE THE SITE SPECIFIC, WINDOW OPENING '3 DESIGN PRESSURE REQUIREMENT USING VANDLOAD STANDARD �� O �CEN•,S•F �f/� By ASCE 7. KNOWING YOUR WINDOWCONFIGURA710N(OX.XO,XOX).sin. GLASS TYPES (I'ROMTABLES 20R6)AND MEETING Rerleed By. WIe: Rev/riwe MIemFO induct Centro 2) RAIL TYPE, DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR -Me WINDOW OPENING USING TABLES I, _ ': 3 OR4. IT MUST EQUAL OR EXCEED THE OMI ON PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN _ _ *C 0 OpeGdPlwM1 0rc•n fiy. STEP 1. 3)OETFAMINETHEMOSTSURASLE/WCHOROROUPFROMTABLE20ACCORUINGTDTHEIN9TALLATONCONOITIONS. �'D : - .• 17- ,: �; GENERAL NOTES & ELEVATION J ROSOWSKI q)OETERMINE TH6 ANCHOR QU/VJRTY FROM TABLES B-10. VERIFY THATTHE ANCHOfLSUB3TRATE WLL MEET 20,AND THATALLMN. REQUIREMENTS FROMTNIG Q .. WL i� •. �� 1070 TECHNOLOGY DRIVE N. VENIGE, FL 34275 . TNe Ddw REQUIREMENTS FORYDUROPENINOS CONDITION FROMTABLE ��i'FSS�O�.,oR!..... `� (941MBO-1EBD ALUMINUM HORIZONTAL ROLLER WINDOW 03/15/17 SHEETSETAREMET. 5) INSTALL AS PER SHEETS T OR B. /,,.NAL_,,L7 wmaot..mtT_Pmuamraea.xe Serlea/Medeh. I Srnle: I SAeeC OrmnngNo. I Rev: GERT. OFAUM F29299 1 OF 11 1 MD-HR210-02 TABLE 1• Maximum Design pressures (pap XO & OX 11p-to-Tip Width -np lo-vp Height a:nw/'Standard Maetfng Reli w/ Heavy-duty Meeting Rall Glass 1 Glass 2 Glass-3 Glass 4 5 6 Glass 1 Glass 2 Glass 3 Glass 4 8 5 261/2" 3T + .0 +5 . -90.0 + .0/- .0 + . 1-90. + . 1- +55.U/-9U.0 + .0 -90.0 +650-73.6 +55.0/-90.0 +65.01-90.0 +65.01-90.0 +bb.0/ 73.b +65.01-90.0 +55.0/- 0.0 +66.Of-90,0 45" +55.0/ 67.5 +65.0/-90.0 +65.0/-90.0 +55.0/-80,0 +55.0/-07.6 +65.01-90.0 +55.0/-90.0 +65.0f-90,0 49' 631/8" 61" 383/8" +55.0/•66.0 +55.0/-83.7 +650-59.2 +55.01-90.0 *65.0/-90.0 +65.01-89.2 +55.0/-90.0 +55,0/50.0 +5570/-90.0 +65.0/-90.0 +55.0/-90.0 +55.01-90.0 *85.0/58.0 +65.0/-63.7 +65.0/-59.2 +55.01-90.0 +55.01-90.0 +55.01-89.2 +55.01-90.0 +55.0/-90.0 +65.0/•90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 gg" 74^ +55.0%56.3 +55.0/-79.T +65.0%79.7 +66.0/-79.7 +65.01-66.3 +66,01-79.7 +55.0/•79.7 +55.0/-79.7 +51,1/-51.1 +55.01-83.5 +65.01()3.5 +55.0/ 03.5 +51.1/-61.1 +65.0/-63.6 +55.0/-63.5 +56.0/ g3.6 2g.1/2" 37 +55.0/-90.0 +55.0/ 81.2 +b5.0/-90.0 +65.0l-90.0 +66.0/-90.0 +fi5.0/-90.0 +66.01-80.0 +65.0/-90.0 +55.0/ 90,0 +55.0/-61.2 +55.01-90.0 +55.01-90.0 +65,01-90.0 +55.0/•90.0 +55.0/-90.0 +65.0!•80.0 45" �" +53.7/-53.7 +55.0/-90.0 +55.01-90.0 +65.0/-90,0 +53,7/-53.7 +55.01-90,0 +65.0/-90.0 +b6.01-9D.0 49" 63.118" 6V +63.1/•53.1 +62.4/-52.4 +65.01-85.1 +55.01-81.0 +55.0/ 85.1 +[,$•O/ 81.0 +b5.0/-90.0 +65.01-90.0 +53.1/-53.1 +52.4/524 +56.0/-88.9 +56.01-85.0 +65.0/m.0 +65-0/-90.0 +66.01-90.0 +55.01-90.0 +50.41-50.4 +55.01-75.1 +55.0/-75.1 +55.01-f)0.0 +50.A/50,4 +56.0179.3 +55.01-90.0 +56.01.90.0 gg" +48.6/ 48.6 +66.DI-72.b +55.0%726 +55.0/-79.7 +48.b/-08,5 +65.01-7T.1 +55.01- 1 +11 1 -7 74^ +44,2/-44.2 +55AI-63.6 +65.0/-63.6 +66.01-63.6 +44.21-44.2 +56,D753.5 +55,01.63.5 +55.0/-63.5 26.1/2" +55.01-BB.9 +55.D/-90.0 +55.01-90.0 +650-90.0 +55,01.66.9 +55.01-90.0 +55.01-90.0 +55.01-90.0 37" 46" +66.0f.56.0 +55.D/ 87.2 +55-0/-87.2 +56-0/-90.0 +55.01-0.0 +55.01-90.0 +55.0/-90.0 +65.0/-90.0 +g4.6/•g4.6 r55.0l-76.0 +65.0/-75.0 +65.0/50.0 +44.w-44.6 +s8.0/-09.2 +65.0/-80.3 +65.01-90.0 49" +43.6/ 43.6 +66.0/-70.5 +55.0 - 0, + 5.01-88.1 +q3,6✓ -03,6 +55.0)-79.9 +55.0%78.6 +65.0150.0 53118" 505/e' +.13.6/ 43.6 +66.01-66.7 +65-0/-66,7 +56.0/-g3.4 +43.r 43.6 +55.01-73.8 +65.0/-78.3 +55.01-90.0 61" +428/-02.8 +41.8/-41.6 +55.0/ g1.1 +55.0/58.5 +55.0/-81.1 +65.0/-5g,5 +55.0/-78.4 +55.0/-73,1 +42.8/ 428 +41.6141.8 +55.01.87,2 +55.01-65.2 +65.0/-77.0 +55.0%74,9 +6b.0/ 82.8 +55.01-78.3 68" 74^ +3g.9/-3a.9 +55.0/-66.3 +65.0/-55.3 +66.0/-63.5 +38.9138.9 +55.01.52.0 +55.0/ 63.6 +55.01.53.5 261/2" +55.0/-67,9 +55.0/-g0.0 +55.01-90.0 +55,0/-90,0 +55,01-67.9 +56.01-90.0 +55.0/400.0 +66-01-90.0 37" 45" +49.7/-49.7 +55,0/ 67.2 +55.0/-67.2 +66.0!44.0 +49.7149.7 +66.01-90.0 +65.0/-89.6 +66.0/-90.0 435.81-35.5 +65,0/-57.1 +55.0/-57.1 -t55.0/-71.4 +35,61-35.6 +55.01-77.2 +55.01.63.9 +55.01-77.4 4g^ 5 218" t33 +32.3/ 32.3 +53.4/-53.4 +63.41-53-4 +55.01-66.7 +32.3f-32.3 +55.0/-68.0 +55.0/•58.1 +55.01-72.3 +31.2/-31.2 +50.2/-50,2 +6Q;2/�y60:2.766.01-62.7 +31.71-31.2 +55.01-59.4 +55.0/-%.2 +55.01-68.0 g1" +31.8/•31.8 +45.4/ 46.4 +45.4145.4 +56.0/56.7 +31.81.31.8 +51.01-51.0 +55.0/57.2 +66.w-sts 66" 74- +32.01.32.0 +43,0/-43.0 +43,0/ 43.0 +63.0/-53.8 +32.01-32.0 +49.31-49.3 +55.01-57.6 +66.0/58.3 +30.0P30.0 I +40.0/-00.0 +40.Df-40.O +50.0%50.0 +30.01-M.0 +47.91-47.9 +54.17-54.1 +54.21-54.2 28.12" _ +55.01-90.0 +55.01.90.0 +66.01-90.0 3T' - - +55,0/-77.9 +55.0f-77.9 +55.01-78.1 46' - - +55.01-65.8 +55.0157.1 +65,01.68.0 q9„ +55.0/-61.3 +5D.6IS0.6 +65.0/-61.5 53-1/V 72" - - - +54.01-54.0 +46.8146.6 +65.0/-57.4 61" - - - +44.0/-44.0 +46.41-46.4 +61.8/51-8 66" - - +41.2/-01.2 +4T.N !.O +48.9148.g 74"+45.0/45,0 1 +45.1/-45.11 TABLE 2: Glass Types G 1 1/8" Annealed ass 1f8" Tampered 2/i6" Annealed Glass 2 1/4" Amlealed r"- 3 Gfa 1/8""Ann`dated.S4_"�K1 paeeD:f)g=Annealed 3/18' Annealed -3115-Afrapace-118"Annealed 4 3/i6" Tempered Glass 1/4" Tempered 1/e"Tampered -114' Airspace-1/8' Tempeed Glass 8 3/1B' Tempered - 3/15' Airspace-1l8" Tempered NOTES_ i) USE THIS TABLE FOR ALL XO/OX YWNDOWS PERTHE ELEVATION ON SHEET 1. DIMENSIONS SHOWN ARE TIP TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) DESIGN PRESSURES MAY BE INTERPOLATED BETWEEN SIZES. CONFIGURATIONS APPUGABLE TO THIS SHEET: PRODUCT REVISED ae v eomplyl Ith the IFI-Ida Bulldrng Code NOIt Ne. 17-0411.05 Enplmtton Date 041051202Z By go. -"-" Prodmit Contmi LY)YA, * ? No. 58705 �TE F� 't4` i '•.FCORIDP. •' � A. LYNN MILLER, RE REp CaTm TABLE 3: Maximum Design Pressures (psf) XOX,113 -1/3 -113 Configuration Tip-to--np Width Tip -to -Tip Height wf Standard Meeting Rail %YJ Heavy-duty Meeting Rail Glass 2 (Riess 3 Glass 4 & 5 Glass 2 Glass 3 Glass 4 & 5 49" 53-1/8' 38 318" +86.0 - 0.0 +55.01-90.0 +65.01-90.0 +66.0/-90.0 +55.0%90.D +55.0/-90.0 +b6.0%90.0 611. 455.0/-90.0 +55.01-81.0 +55.0(-811.0 +55.01-81.() +55.0/-90,0 +55.0%90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-00.0 +55.0/-90,0 74" 85" 90" +65.0176.6 +55.01-7b,6 +55.01-88.2 +55.0/-90.0 +55.0/.90.0 +65.0/90.0 +55,0/-73.8 +55-01-73.B +65.0/86,1 +55.0/-90.0 +55.0/•90.0 +55.0/-90.0 49` 53 1/e" 44" t55.0/•90.0 +55.0l-90.D +55.01-90.0 +55.0/-9070 +55.0/-90.0 +55.0/-90-0 +55.0/ 84.7 +65.01-78.3 +55,0/-66.8 +55.0/-61.5 +55.0184.T +55.01-78.3 +56.01-86.8 +55,0151.6 +55.p1:30.0 +55.0189.0 +66.0%77.9 +55.0%71.7 +55.Of-90.0 +55.0/-90.0 +55.0/-88.9 +55.Oh81.6 +b5.0/-90.0 +56.0/•90.0 +66.0/•89.0 +55,01$20 +55.0/-9D.O +55,0/50,0 +55.0/-90,0 +56.0/-90.0 87" 74" 88" 90" +6b.()/59.6 +55.01-59.5 +65.0/ 69.8 +55.0/ 79.5 +55.0/•79.5 +55.0%90.0 49" 63-1f8" 605!8' +65.0f-76,3 +b5.0176-3 +550-89.1 +55.0/-90.0 +65.01-90.0 +55.01-90.0 +55.0/-71.4 +66.0%63.9 .55.01-71. +66.01-63.9 +55.01-e3.2 +65,01-74.6 + 5.0/-90.D +65.01-85.1 +55.0f-90.0 +55.0.85.1 +55.0f-90.0 +55.01-90.0 01" 74" +55.0f5.5.3 +50.4/-50,4 +48.6/•48.6 765.0145.3 +50.41-50.4 +48.6/-08.6 +55.0!•64.5 +65.01-58,8 +55.0156.7 t55.0%73.7 +55.Oh8T.2 +55.0/-64.8 +65.0/•73.7 +55,0/-67.2 65.0/•04,8 +66.0/-90.0 +55.01-86.9 +55.OF83.9 B5" g8" 49" 63-118" 83" +59 .59,2 +55.0159.2 +55.01-69.1 +55.0%TB-9 +55.01.78.9 +65.0%90.0 +56.0/56.1 +66.01-55.1 +65.0/-64.3 +55.0 -73.5 +55,0 -73. +55.0%90.0 61" +49.0/_49.0 +49.0/-49.0 +65.0/-67.1 +66.0/-65.3 +55.0f .3 +55.0/ 84.6 74. +41.ef.41.9 +37.7/•37.7 +41.91-41.9 +37.71-37.7 +48.8/-48.8 +44.0/ 44.0 - 55.0/55,8 +50.3!•50,3 +55.01-55.6 +50,3/ 50.3 +65.0/-72.2 +69,0/ 65.0 86" 90" +36.2/58.2 +36.21-36.2 +42.2/ 42.2 +48.2/ 48,2 +48.2/-0B.2 +55.01-62.4 Glass Types 3/16" Annealed Glass 2 1/4' Anneaed 1/8' Annealed -114" Alrspaae -1/8" Annealed Glass 3 3116" Annealed - 311V Airspace -1/a" Annealed 3/16" Tempered Glass 4 ce-1/6" Tempered �,VT Glass 5 pace • 1/8- Tempered R LC.: Maximum Design Pressures (pq XIDX,1/4 -1/2 -1/4 Conflguration Tip -to -Tip Width Tip4D-11p Height w/ Standard Meetirxg Rail w/ He {duty Meet in Rail Glass 2 Glass 3 Glass 4 & 6 Glass 2 Glass 3 Glass 4 & 5 6 _ 36-318" +55.0/-90. +55.01-80.4 465.01-74.7 +65.0%66.3 +55.0/ 58.7 +49.7/.49.7 + -90.0 +65.0/-BU.4 +55.0/-77.2 +55.0/-72.6 +55.0!•64.8 +55.0/-57.0 +55.01-90.0 +55.01-90.0 +55.01-90.0 +55.01-87.0 +55.01-84.T +65.01-83.2 t59.D -90.0 +55.0%-83.1 +55.0/-74.7 +55.0/-85.3 +55.0/-66.7 +49.7/-49.7 +55.0.80.0 +55.0/-90.6 +66.0/-81.9 +55.0/-72.5 +55.0/-64.8 +55.0/-57.6 +55.0 -90.0 +66,01-90.0 +55.0/•90.0 +55.0/-90.0 +65,0/-90.0 74" 85" g7" 1pg" 12W 53-1/9, 44"+55-O/--58.8 +66.0/ 79.5 +66.0/-64.9 55.0/-61.2 +53AI-53.4 +47.91-47.9 +55.0/-79.6 +550-64,9 +55.01-01.2 +55.0/58.8 +65.0/-55.8 +61.11-51.1 +65.01-90.0 +65.01-75.8 +55.01-71.4 +55.01-68.6 +66.01-88.6 +55.01-65.0 +55.0 8-5.0 +55.0/-72.8 +55,0%87.2 +55.0/-60,0 +53.4f•53.4 +47.91.47.9 +65.01.90.0 +55.0/-79.6 +59.0/-71.1 +550/-637 +55.0/55.8 +51.1151.1 +55.0f-90.0 +65.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +65,0/-90.0 474V 50-518"+46.3/•46.3 +55.0/•66.4 +52.91.52.9 +49.1/-49.1 +55.01-66.4 +62.91-52.9 +49.11-49.1 +55,01-77.6 +55.01-61.8 +55.01-57.3 +55.6173.8 +550/-620 +65.01-55.9 +65.01-78.3 +56.0170.0 +55.01-62.6 +65.0/-90.0 +55.0/-90.0 +55,01-84.6 0553-1/6" +44,7/-44.7 +46,3f-06.3 +44.7/-44.7 .6/-43.6 +54.1/-54.1 +62.21-82.2 +50.91-51.9 +63.7/•53.7 +48.4/-48.4 +44.31-44.3 +54.7/54.7 +48.2148.2 +44.1/-44.1 +55.01-79.9 +65,0/-77.1 +65.0%76.2 B3" +50.8/50.8 +39.3l-39.3 +36.81.36.8 +33.1/43.1 +31.21-31.2 +50.6/-50.8 +39.31-39.3 +35.81-35.8 +33,11-33.1 +31.21-31.2 +56-0/-59.2 +45.91-45.9 +41.81 1.8 +38.7/-3B,7 +36.41-30.4 +55.0/59.4 +47.91.47.9 +46.81.48.6 +43.9/-43.9 +40,5640,5 +55.0/-58.2 +52.51-52.5 +47-8/-47.B +44.2/-04.2 +39.6/-39.6 +55.0/487.5 +55.0/-67.8 +55-0/-51.8 +5s.0/-67.1 +53.8/-63.8 7A" 86" 97. 109` 120" +30.a1-30.0 +30.0(-30.0 +35.01-35.0 +37,6 -37.5 +35.8/-35,8 +51.7/51,7 NOTES: 1) USE THIS TABLE FOR ALL XOX WINDOWS PER THE ELEVATIONS ON SHEET 1-DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAItABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) DESIGN PRESSURES MAY BE INTERPOLATED BETWEEN SIZES, CONFIGURATIONS APPLICABLE TO THIS SHEET: XOX 013-113-113T !� a XOX (114-1 n-1(41 PRODUCT REVISED en oomp hw -0ith tiro Flodda auridine odd• NOA-No. 17-0411.05 Exp1mtion 0a1e04/05/2022 sy MiamH�11 a Praeuet Control . A, LYNN .1''o ��''rs�ONALrE�C`�• A. LYNN MILLER P.E. REJ 5870. Jamb Anchor Quentides, XO & OX TWidhP lidghlp Wl Standard Meeting Rall w1 R®v/•dulr Meeting Rdl {�2 apq dG m f! O$Q Cijp` - . f2, 30319" 3 a 3 3 3 1 3 3 3 3 3 3 3 3 3 3 37- 45• 49' fs7. /4 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 3 4 3 3 3 01'• 60" re 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2g-1/2•' 44" 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 37" 4T 4 3 3 3 4 3 3 3 4 3 3 3 3 49" 53-1/a' q 3 3 3 4 3 3 3 4 4 3 e 1 4 3 3 61" or 74" 4 3 3 3 4 3 3 3 3 3 3 3 3 3 3 3 26-vr 5D W 4 d / a 4 a a 4 4 4 4 4 4 4 4 4 3r 45• 4 4 4 4 4 4 4 4 5 4 4 4 4 4 49" 5b7/4• 6 4 4 4 5 4 4 4 5 4 4 4 4 4 61" 66• 74 5 4 4 9 5 4 4 4 A d 4 4 4 4 2&tlr 4 4 4 4 4 4 1 4 1 4 5 4 4 4 5 4 4 4 3r A5• 5 4 4 4 4 4 4 5 4 4 4 5 4 4 A 49• 53.11a" 4 4 4 5 4 4 4 5 4 4 4 5 4 d 4 61" 60. 74' 5 4 4 4 5 4 4 5 4 4 4 5 4 4 4 74' S "HPAD &SILL" ANCHOR OUANrIIY SASH, SEE TABLE 8 r- r- 1 I IL-• 'JAMB' ANCHOR OUAN ". • SEE TABLE 0 I I I I I I I 6' MAX. LI4-------- 61 MAX. I I f I _ 3• Mll FROM GEN7EFi f-- OF MEETING RAIL 4• . MIN. ANCHORAGE FOR XO/OX CONFIGURATIONS SEE TABLE 20, SHEET 11 FOR ANCHOR GROUP DESCRIPTIONS. Heed & Sill Anchor Clusterojantities,X08 OX T4tfa-TIp Wldlh Tip-fo•Tip Hal9ht Rf Standard Meeting Rao w7 HeaWdu1Y Meatirg Rall ¢ m o o o a •- m o o v 38318' C2 37 45" C2 CZ Q C2 C2. G2 C2 G2 4 C2 C2 C2 G C2 02 C2 AV 53.7/a' G C2 C2 C2 G CP C2 C2 G C2 C2 C2 G C2 C2 02 61' 6" 14' G C4 CZ C2 -4 C4 2 G C2 12 C2 G 02 C2 GZ C2 C2 02 C2 C2 C2 C2 02 26.11T' �, IC2 C2 C2 a C2 CZ C2 C2 3r 45' - G C2 C2 C2 CA 02 C2 C2 G G C2 (2 G C4 C2 C2 9• 53-U6' G O7 G2 G G4 G2 G2 G 04 CZ ICZE_C2 C2 C2 61" 00" 74" G G C2 C2 C2 G2 Cr—CT- Cz Cz C2 02 C4 C2 C1 t2 23.112" 3r .G G C2 CZ C2 C2 CZ G C4 C2 C1 C246' 53•UO" G G Cz CZC2 C249' G CZ aC2 C2 O4 G C2 C2 C2 C2 81• 60, 74• G G C2 Q C4 C4 G2 C2 G _ G C2 C2 G 64 2 2 G C2 C2 C C C 2D-lir 3T - 63, CA G C2 C2 C4 G 02 C2 G G C2 C2 G C4 C2 C2 5 4g' 53-UB' G t2 CZ C C4 C2 CZ G G 02 C4C2 G2 C4 C2 G C4 C2 CZ ai 84• C4 G C2 C2 G C4 02 C2 G Q C2 G 72 C2 G G C7. C2 G4 C4 C2 OZ T4' 7r G C4 C2 C2 'CLUSTEWANG11OR •HEAD B. SILC QUANTITY•IBEETABLE7 i ANCHOR OUANTITY FIXED LITE, SEETABLE 8 1r MAX. O.C. FOR WINDOWS UPTO83' TALL, 27 MAX O.C. FOR WINDOWS OVER 03' mHnUn mulud UM ud U0 �� il® i!•OQQij��Q� QQaQQQQQ � i� QQQQOIQQQ; Q�IQQ©iQQQi p©QQ®©QQ Qr ® Q©QQ�©QQ ©©QQ ©QQ ©©QQ©©QQ m 000Q�iQ�oo m illy ©QQQ©QQQ mum"""" ©©QQ©©QQ ©©QQ©DOD ® QQQQQ�QQ QQQIQQQQiQi mom QQi!•QiIQiIQiIIIII�Q illy OEM ©illll©QQ©©QQ ©umm"©oo QQQpQQQQQ 0 ®��lQiIIIIli1QIQi1 ""Muumu u QQQQ OQ ©QQIQ©QOQ ©QOQ©©QQ Q�IQQ©©Qo NEWN 11=1eQ0miu�Qo oOEM �•� ■� Illvooei11111117Q0i1 aoeaQQIQQ i� oadaQQQQ oo�isQQQQ ■� ilk ooaa©QQQ aaaaiQillll©QQ PRODUCT REVISED ,aplyf.q w14h the Fio"fda Building Cade NOA-Na 17-0411.05 ewphwtinn Dafe0410612022 By mjlkm L ewame produat cantrol S2 � N 'Na 6gg1 o o } ti Pa O o QW N Ole o W 6 �� U p B o V 3 uw 0 •aN UJ •� a 3 F 8 m W 9M0 o 6 J -1 n O r X LL O F Z � � F = F a to . a 7m aQ O = p Z O N o Q A,4 Q A. = eopg �tyy1LYNN,No. 58705 = yF IE 70NALtENG`. A. LYNN MIURP P.E. P.E{6a7W girl m mm m �uo>v00000 �,i ta000©ooio o ©©oo®�onu o00000 o0000000 �� >v000©000 ©000©©oo o■ �� 000s�iaoloo �0000000 o0000000 � �y� 0000©OOA oOOi�A©a0 MeM �� 000rl>•o�oo 000d0000 00000io�o ® o0000000 000�®ono �■ Of�AO©o0O I Atl�e Jamb Anchor Quantities, XOX,1/3 .w -113 Tlpao-v Tp4o-Tdp fleNht N/ Standard Meeting Roll WHeaV-duly MmIM Reli Q ca OT a 9• C bWidth qp b3.11a' 3845. 3 9 3 3 3 3 3 .a 3 a 3 3 3 3 3 3 3 3 3 3 3 3 3 at* Ze 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 3 or 3 3 e 3 4 3 3 3 41? 53.iig• 44. 3 3 3 3 3 3 3 3 3 3 3 3 3 9 3 3 4 —3-3-3-4-3-3 3 . 61' 74• 3 3 3 3 4 3 3 3 3 3 3 3 A 3 3 3 BY gp• 7 3 3 3 4 A 3 3 49" 53.116• fig. 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 gi• 7 4 4 4 4 6 9 4 4 4 4 4 4 6 4 4 4 ee• 90• A A 4 4 5 4 4 4 49• s3•fle• �. 4 4 4 4 4 4 4 4 4 4 4 4 5 4 4 4 4 4 4 5 4 4 4 61. 74' 4 4 4 4 5 A 4 4 4 4 4 4 5 4 4 96' 90• 4 4 1 9 1 4 6 4 4 4 ^ H6ad3.51GAncbar Clu9lerQugntitles,XOX,113.1/3-113 Tp-t.vp Width 71ph1•TIp flelghl 1rf Standard Meeting Reg qq a m O o $ �• w/F'eevy- ty Mmtln9 Pal ¢ m g O g o -q 49' 63-1/6• fig. 02 CT. C2 C2 C2 C2 CZ C2 C2 C2 C2 C2 C2 C2 C2 C2 CA C2 C4 C2 G C2 CZ C2 g1• 74• G 02 C2 C2 G C2 C2 C2 G C2 CZ C2 Q C2 C2 92 85• y0• G 02 C2 C2 C4 I CA C2 C2 49• 53-11g' 44' C4 C2 C2 C2 G C2 C2 C2 C4C2 C2 CZ G C2 C2 C2 g,• 74' S5' 90' G C2 C2 02 G C2 C2 C2 CA 02 C2 C2 G C2 CZ G C2 C2 C2 G G 02 C2 G C2 C2 C2 G C2 C2 g' 53.11g' •'�� C4 C2 C1 Cz C4 C2 C2 CZ CA C2 C2 C2 G G C2 C2 CA C2 C2 CZ C4 C4 C2 CZ 81' 74' G C2 C2 02 d G C2 C2 95• 90• G C2 C2 C2 G N C2 lx G CZ C2 C2 G CA C2 C2 49' 53-119" �. C4 C2 C2 02 G G C2 C2 G CZ L2 C2 CA 04 l'x CZ 61' T4" G C2 C2 C2 G C4 CZ 02 C4 C2 C2 4x Ca Ca C2 C2 g5• gg• G Cz C2 C2 G G C2 Dz c4 I C2 I C2 C2 C4 I CA i cz I C2 01mmmm! mmug oo�00000 �� 0000l0000 0��)i)■000 oo■u��0000 MUM . o�uo��a000 mum Ao 0000a 0000©©oo A000©■©oo �� IMA o0000000 p0i!■o000O � 000�o�oo 0000r�®�oo' �v a o000 0000©000 "CLUSIIR"ANCHOR ^HEAD & SILL' q I HTITY. SEE TABLE 10 'HEAD & SILL' ANCHOR QUANTITY ANCHOR OUAN17fY @ SASH. SEE TADLE 9 �- ---�-- f ®F174E0 L1TE. SEE TA6LE 11 I 1 I I 'JAMS' I ANCHOR QUANTfTY,_ I SEE TABLE 12 lI I I I I I I I I - I I l 6' MAX — IL---J --- I I ---i E39 L--I --J ----� I 1 I 1 OI I i I 1 � I _ a I 3'M1tAX FROM CENTER� I J L--------J L—J -- { J— L--- OF MEETTNR RAIL 4' MIN. ANCHORAGE FOR XOX (1/3-1/3-1/3) CONFIGURATIONS JAX C. PRODUCT REVISED as eampl IN vAfh lb. Florida Dalidirrg Code NOA-No. 17-0411.05 Eapl—fl— DaMj AMI512022 K N j 1rC5 � U3 •ba K GM >- n ama O a 9A : g ' . zWrdW0 u U U rs z tg z a a1 w em wa o Z J 0 X LL o '0 aa, 1/) hays ® Z F- S Z cr O z 6 p U D U fY Q Z _ s91 'asoe salvo ' L Y LY 1 FFY/Y ,dot?..... NN,>,i •,� �?. �cENyF ••.!!c� No.58705 .P 7ti - '0 ST 11; I:�'•(vw. 'ONAL A. LY14N MILLER RE P.E.Y 69706 1(2 mmmmm �� oa000��■o ��tt�v©Qi!■O t�0�1♦v0��00 ■� ®000©©oo ■u0000Q■�o �� ooi ioo�ioAo ooalvo�� i1•o0il•©v�f1 iL�-'jam � 0000© © o ` Oi1•AOfI•i!•NN an E� 000iva ® MEM ®®�iiiiaoilv>vwil� o0000000 Im6m IV, Jamb Anchor Quantities, XOX,1/4-112-114 v the hillidp N76lan$$lad MeeB@gng Roll I Vvd Meeltrg Rel3 6 Z i3 BHeely4uuty g F c7 1 374• 3 3 3 3 3 3 O'3 A3� 3 3 3 3 3 3333 33 12s" 3 3 3 3 3 3 3 3 3 4 3 3 3 53-116 TV 44• 3 3 a 3 3 3 3 3 3 3 3 3 3 X3:5 3 4 3 3 3 g5• B7• for 420" 3 3 4 3 3 3 3 3 4 3 3 3 3 3 4 4 3 3 53.116 S0-5/6 4 4 4 4 4 4 4 74' a6• 4 4 4 4 4 4 4 4 4 4 4 .4 4 4 4 ai' 44p ip- 4 4 4 4 4 4 414 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 63-116' o, 4 4 4 4 4 4 4 4 4 4 4 4 •144 4 74• BY 4 4 4 4 4 4 gp 4o 126 4 • • 4 4 1 4 4 4 4 4 4 4 4 4 4 4 4 K ^V�Head$ Sill Anchor Cluster Quantities, XOX,1/4-112-114 TIp4F--Tip Widh Tqk.-Tip Height w1 standard Mewing Roil w1 He"-" Meeting Roll 6< 9� C a m 1 Kv O 4 B g o L O I'- 9 at7 15 15-<g C E co, •- m ISO ¢o g O <Le 53-118' 3B 3 B' Q C2 C2 C2 C2 C2 1 C2 1 C2 74' e6 G R C2 C2 G C2 C2 I C2 C4C2 C2 C2 G C2 C2 gr 103• O 126 C4 02 C2 C2 C4 C2 Q C2 G C2 C2 C2 G G Q C2 Cl C2 I C2 I C2 I G G L2 C2 53-119• 74 91„ G 02 C2 I C2 1 G C2 C2 C2 CA C2 C2 2 G 1A C2 BT 97• G C2 C2 CL G C4- C2 C2 _C2 C2- G C2 C2 c2 G C4 tog, 126 Ot C2 C2 C2 CA I G C2 C2 C4 C2 C2 C2 G G C2 C2 MAX* 14' S0.&B' C4 C2 C2 C2 G G C2 C2 CA C2 C2 C2 G G C2 02 as, 9/• CA C2 C2 C2 G CA C2 C2 G C2 C2 C2 C4 G C2 C2 106 1 G C2 C2 C2 G G Q2 C2 G Cl. C2 C2 G G LZ G2 6}718' 74• w G C2 C2 02 G G C2 C2 G C2 G2 C2 CA C4 C2 C2 B5' Bl' G Q C2 G2 G CA C2 C2 G C2 C2 C2 G CA C2 C2 109' 120' . G CZ C2 G2 G G L? G2 G - C2 Q Q2 C4 CA C2 C2 Head & S61 @ Filed Ule Anchor Quantity, XOX,1/4 -112 -114 Trp4go- jf Width Tp{o-11p Hg: rd Slanditd Meeting MR wl Hw%7.lmy Meet[ rq Raj 5 6 ' tT 7U., g n y 0 I y n l7 l m2 < L7 p o. a63•t/6 v o. 74' Wall" 2 1 1 2 1 1 1 3 2 1 2 1 3 2 1 2 1 e6• eT 4 3 1 2 2 4 3 2 2 4 3 1 2 2 4 4 1 2 2 tea• 120' 6 4 3 2 5 4 3 2 6 5 3 2 6 5 3 a 6"Ar 74" 44" 2 1 1 1 2 1 1 1 2 2 1 1 3 2 2 1 BS 17. 3 2 2 1 4 3 2 2 4 3 2 2 4 4 2 2 109" 120' 4 3 2 2 5 4 3 2 5 4 3 2 6 6 3 3 63-1/e" 74' 50b16' 1 1 1 1 2 1 1 1 2 2 1 1 3 2 2 1 or 2 2 1 1 3 3 2 2 3 2 2 1 4 3 2 2 1119• 126 3 3 2 2 6 4 3 2 4 3 2 2 6 5 3 2 53-118" 74' 1 1 1 1 2 1 1 1 2 1 1 1 2 2 1 1 e5" 9T 2 2 1 1 3 2 2 1 2 2 1 1 3 3 2 1 109, 120" 3 2 2 1 A 3 2 2 3 21 2 1 1 1 4 1 3 2 2 'HEM gSILL' 'CLUSIER•ANCHOR 'HEAD gSIU.• ANCHORQUANTITY QUANTHY, 6EETABLE I4 ^ANCHOR QUANTITY @ SASH, SEE TABLE 13-- 1- @FIXED LITE, SEETABLE iS "JAMB" OR QUANTITY, SMTABLEI6 I I I t I I I l W MAX. — I ---J L--- I ; ---J L.----------J L--- ---J 1.----J I 17' I O 1 I t a 1 a 6• A4P r--- J-- -1--J L---------- J--------J L---J 1 H 3" MAX FROM CENTER OF MEETING RAIL 4•MIN. ANCHORAGE FOR XOX (1/4-1/2-1/41 CONFIGURATIONS PRODUCT REVISED os com ryIng Mth the Pfarlda BuildlnO Caa0 NOA-No, 17.0411.05 Expiration onto 0410512022 3 • r` 1�rr vYl •nox ¢ o o >- ewo O No EDN a ¢ ^ z -1 mOte o W p =to LLi e¢ Z A V V ogo.1', 3: M vN 12 W 1 {S W D/AQ o> 8 J z a X O � X m 'W ®� O _F I°an 2' H FN O a Z ax � � °t"3 O z O O x N a a = ttll I LYlyN7j''i��i No.667es TE ALt`;.�`\ A. LYNN MILLH7, PE Item Part* Description Material 1 0215W Frane Head SOB21-TS 2 6264W Frame 810 6063-75 3 62668W 9111 Adapter 6069-To 4 8218W Frame Jamb (Fixed) 6053-78 5 010OBW Frame Jamb (Operable) 6063-T5 B 82 S/W Ffaety Duty Fixed Maatin Rail 60W340 C1ZOW Faed M661 Re8 6OB3-T8 8 6223W Sesh T 6 Bottom Rail 6083-T6 10 6221BW Sash Side Ran 6063-TB 11 B222W Sash Meeting Rell 6053-T5 12 1 02TO4N 1vogbone, Relnromement 6083-T6 13 1 6278SW 16ash Stop 6063-T5 20 I 740808K IMeell ja Rigid PVC 21 1 4210.5W I Sash TOP Guide (AntRark) Rigid PVC 22 42114W End Cep Rigid PVC 23 BQZWK .150' X.200" Q-Ion Watp. (Frame) Flex PVC 70 Z4 04068G . 887" X.230" Fin Wsl . Vedas 25 _ BBB01K Bub Vlryl Wel . Sash) Flex PVC 70 28 70275CK Frame SiII Gasket Polyethyierte 27 70273AK Frame Head Gasket Polyethylene 28 70260BK Saeh Onekele Polyethylene 29 -TH—FJQTW Wee halo Cover Plastic 30 7109SW Sweep Latch Cest Zinc 31 42112N Roller Housing d, Guide Vinyl 32 7BRWHL2 Roller Brass 40 781PQA @8 Xi' QUAD Pn SMS Steel 41 781PQX Y8 X 1" q. Pn. SMS S 410 6S A2 781 PSTX JS X 1' S , Pn. Twin Fast SMS 41O SS 43 7SX38PSA #8 X.375" S . Pn. SMS Steel 44 7B50W W Bti X.625" Ph. FI. SMS Steel 50 712850K Balling Block 3132.'X1f4"X7° _EPDM 81 712S7H Selrin" 1 k 1/B' X 1/2 X 1" EPDM 54 61825W 1/B"Bead Aluminum 9J 66016W 3115' Head Aluminum 56 85133W IM" Bead Aluminum 57 SVT4BW I.O. Bead Rigid PVC 70 61014FW Screen Frame Aluminum 71 47041W Screen Ctxner Kay N0 Ring vinyl 72 47042W Screen Caner Key with Ri.0 vinyl 73 732DS NNG Semen Spring Spring Steel 74 0f624K Screen 8pl1ne-.135" Die. Poem Rubber 75 81835K Screen90ne--196'Dla Hard Rubber 78 SC sn Cloth 1 Fiberuim. B81511, Adw e80 -Te 11 8 omFtanrg.01 e Gong ant0053 2.00D' 2.m0• 2 e2a esr L tam' 1.ev rs2• .our OFMMEHEAD ORtAMESILL UeLLAOAP7eR 1.Wz• --� rler -+{ IFes-- test• ear I M OWosr xtzn• 2-°t°� r ass GFRAMSJUM(FUM O5 FAWEJAM PER45L5 0910F00=06EETUMMLL I-- tetr —.- ogr 1.605• 1.m0' 14M. jI OSou) Fa(EO MEEnNa RAIL O GASH TOP L RarMM RAIL 1a ww"smr nAL .I f-1.114' ..] {I Aor I �t J T it a0.91 NeE t_jL' LA�AL tz DOGOON t3 6AGHem� VADWN—W. AEMFORCE Anchor Group Anchor type Fame Bembar Subdrete Mla Edgr Distance MIn. O-C Distance Min. Fmbrdmant or Metal dmenI A 412 SMS, 410 or 10-5 66, (min or 3 threads beyond metal subsimle) An Soulhem Pine (SO = 0.56) 9110" 7/8" 1--NWI 6W21-T5Aluminum 3f6' 9'16' 118" A39 steel aGL 93 SI Stu 318' -iw 0. 4 "(IBGe B 012. Steel SMS (Or. 5). (ndn e1`3 threads beyond metal substrata) AN Southern Pine (SG = BIB) 9118" 718' 1-318" 6033•TSAILr lnum 31W 9116" 118" A33 Sleet a Gr, 33 Steel Stud 318' 9•f8" SOW (1eGe) C - 114'Eho UkreCorr® Jamb Hollow Block(ASTM C90) 2-1/2-6" f-iH• Fllsd Blockt4STMC90) 2.1/2" 4" 1-34' All COnaue (mh. 285 Ks1) 2.112" 4"J�Eve"A SunhemPore(S = .55 1-111V 1.111DUV410 SS F1co Jamb Hollera Filled Block, (ASTM Will --Y4' 6"1.31v 4" 1) WHERE SUBSTRATE CONDITIONS REQUmE ANCHORAGE FROM MORE -THAN ONBOFTHE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE Material Min. P, Min. Fe Steel screw 92 "1 120 kel lsescmw 601,21 95 kr1 410 Screw 90 kal 110 ksl Elam UlkeCoirA 155 Rai 177 kel 410 SS Elco Cretenex® 127.051 189,7 Rol 6063-T5 AlranlWM i8 Rol 22k9l 8003-TB Aluminum 25 Rai 3u R51 A38 steel 30 kal 59 ksl Or. 33 Slael SIW 33 ksl 99 kel `�.�` ANY LYNN " r'�•r Z * ,l No. 58705 "•, �Q�•, b'T lE F ia70TECFNOLOGYDRNE N. VENICE, FL 34275 • :;(ORIDP,: 'O?: (891}480.1B00 CDPmXW02W FmwmnaMMM Amnfvmai®RED 0. LTttr, ttl ,P.E REJ 68705 CENT. OFAIITH. 11292118 PRODUCT REVISED as compzlnB with the Florida Building COED NOA-Ne. 17-0411.05 Rerl lax Expiration Bate 04i0512022 My mi.. -tiger Pao BOM & PART DETAILS, ANCHOR TYPES I J ROSOWSKI ALUMINUM HORIZONTAL ROLLER WINDOW 103M5117 10 L NTS I 11 OF 11 MD—HR210-02