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HomeMy WebLinkAboutPRODUCT APPROVAL - HORIZONTAL SLIDERFlorida Building Code On�� Page 1 of 3 � � Y .yam• .- BCIS Home ; Log In' i User Registration Hot Topics I Submit Surcharge j Stats & Facts C Publications ? Contact Us 1 BCIS Site Map ':, Links Search t I Product Approval ' i USER: Public User , Product Approval Menu > Product or Application Search > Application List > Application Detail SC1 FL # �2ZRL23— � ED S Application Type Revision ���1� Code Version El,&' Ir county Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer -�. —th B - PGTrnduIstrieS.t; Address/Phone/Email D70-Technology D ive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgt'industries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method i Date Submitted Date Validated Date Pending FBC Approval Date Approved Sli ��dows . Ho�Lizdntal der' Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201, 202, 203 Method 1 Option A 04/30/2018 06/01/2018 06/06/2018 Year 1994 hops ://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtD quUsDrhuM3 D ... 10/3 /2018 Florida Building Code Online Page 2 of Date Revised 09/25/2018 Summary of Products FL # Model, Number or Name Description 242.1 HR - 210 (Non -Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.05.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/05/2022 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.05.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing :• ;information. 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 R23 C CAC 17-0411.07.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 11 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: CL-- HR 7`lOa(Trnpact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.06.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/21/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.06.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: 242.4 HR - 810 (Large Missile Impact) Multi -Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.03 LM.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/01/2022 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.03 LM.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: 242.5 HR - 810 (Small Missile Impact) Multi -Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.04 SM.ndf Approved for use outside HVHZ: Yes. Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/01/2022 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.04 SM.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: 242.6 HR-5410 (Non -Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.09.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.09.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: 242.7 HR-5510 (Impact) Vinyl Horizontal Roller Window https ://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtD quUsDrhuM3 D ... 10/3 /2018 r Florida Building Code On7 t Page 3 of 3 0 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.08.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.08.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.8 SGD - 770 Window (Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0420.17 Window.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/12/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 1I 17-0420.17 Window.Ddf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.9 SGD-2500 Window (Non -Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 18-0207.06 Window.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 18-0207.06 Window.Ddf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.10 SGD-5570 Window (Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0420.16 Window.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/04/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0420.16 Window.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: Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 85D-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: https://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquUsDrhuM3 D... 10/3/2018 MIAMI-DADS MIAMI-DADE COUNTY W PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 31 5-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadt.gov/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: Series "BR-710" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear. a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA� is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be - provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as - well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815. 09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 1 l; dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform. Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeT`1 spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-071413) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06- 0405.06) j orge M. Plasencia, P.E. Pro ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUD) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5111 Edition (2014) and FBC-6111 Edition (2017), dated 03/31/17 and revised on 07/28/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FB 6'hEdition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufactui signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, sign by Manuel Perez, P.E. 4.. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, sigr by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0714.13) /46'r'ge M. Plasencia, P.E. Pro ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-2 PGT Industries, Inc. I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. j (Submitted under NOA No. 07-081 S. 09) i 6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) E G. OTHERS 1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Rolling Window — L.M.I., approved on 09/01/16 and expiring on 12/21/21. i orge M. Plasencia, P.E. Puct Control Unit Supervisor 7 NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-3 I GENERAL NOTES: SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW IMPACiRAlING DESIGN PRESSURERATNO 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). LARGE & SMALL MISSILE VARIES PER OPTIONS, A 6118° LAMI CONSISTING OF (2) LITES OF 1/8"ANNEALED GLASS WITH A .OBD° PVB INTERLAYE, . IMPACT RESISTANT SEE sNEETe B. 5l18° LAMI CONSISTING OF (1) LITE OF 1/8"ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. C. 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER D. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A .090" PVB INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3(16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 311W HEAT STRENGTHENED GLASS WITH A .09Q" PVB INTERLAYER G. 13/18" LAM] 10: (1) LITE OF 1/B" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/6" ANNEALED GLASS WITH A .09D" PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/B" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16' LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. 1.13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 6/16" OR 3/8" AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF IXHEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. J.13i16" LAMI IG: (1) LITE OF 1/8" OR W16" ANNEALED (MIN.) GLASS, 3/16" OR 114" AIR SPACE AND 7/10" LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH A .090" PVB INTERLAYER. K 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 3/16" OR 114" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3MG" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER L 13116" LAMI IG: (1) LITE OF 118" OR 3/16" ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER 2. CONFIGURATIONS: OX, X0, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 8) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND F L-5330. ELCO ULTRACON NOA'S ANSI/AF&PA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZA13OVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. Anchor Group Anchor Type. Frame Member Substrate Min. Edge Distance Min. O.C. Distance EmbMin. entor Metal Thickneaa Metal Tmckngo A 4Steel 78MS Gr 5), sayx! lh �Z m_ oeft3t_mbadtrebte) All Southem Pine (SG= 0.55) 9fle" 7/8" 1 8" 6=W,Itdnm 318, 8/18" 1/8" A38 Steal or Gr. 33 Steel Stud 3/9" 9/16" 0.045" 18 Go) 114" Elcc UltraOxO Jamb Hollow Block(ASTM C90) 13/4" 6" 1-1/4" All Concrete In. ZSS ksi V 4" 11-3/4"B All Southem Pine (SG w 0.55 1" 1" 13/8" 14' 410 SS Elco CreteFlex G All Southern Pine SG - 0.55) 1" i" 13/8" C 1/4" 410 Ss Elco CreteFlex ® Jamb Hollow Block, (ASTM C9D) 2-112" All Concrete (min. 3.35 FO 2-1/2" TART F 9- Matedel Min. Fr Min. Fu Steel Screw 92 Rol 120 Rai Eloo UftmCon ® 155 Rai 177 Rol 410 SS Elco CreteFlex 0 12T.4 kal 189.7 Rol 6063•T5 Aluminum 18 kai 22 Rol 80B3-7BAluminum 25Rel 30Rol A36 Steel 38 kel 58 kai Gr. 33 Steel Stud 33 kel 45 Rol 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. CODES / STANDARDS USED: •2017 FL ORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE(FBC). BM EDITION •ASTM E1300-09 •ANSVAF&PA NDS-2016 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 •AISI $100.12 •AISC 36040 NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 ELEVATIONS ..................... 3 VERT. SECTIONS ............. 4 HORIZ SECTIONS............ 4 CORNER DETAIL .............. 4 PARTS LIST ....................... 5 EXTRUSIONS .................... 6 INSTALLATION .................. 7 DESIGN PRESSURES....... 8 ANCHOR QUANTITY.........9-11 PRODUCT REVISED as compl ngg with the Florida Building de .-No. 17-0411.06 Expiration Date By 1/2" NOM. GLASS BITE SILICONE HOT -MELT BUTYL 1/2" NOM. srRuc7I 55 GLASS BITE SILICONE 3/16' NOM. —7- POLYISOBUTY ENE 1/4" NOM. FOAM I} VATH WITH DESICCANT DESICCANT 51 63,64,65 EXT. GLASS ExT. GLASS ANNEALED OR HEAT STRENGTHENED GLASS 'PVB INTERLAYER ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS A90' PVB INTERLAYER 3116°ANNEALED OR HEATSTRENGTHENED GLASS NOM. 7110'LAMINATED INf, GLASS INT.OLA55 T_GLAS$�--' 7116" LAMINATED GLASS KODISPACE IS SUPER 43G TPS SPACERW NXT EXTERIOR INTERIOR (ALL SECTIONS) 21 50 21 50 REINFORCEMENT pOLYISO- DESICCANT FILL AREA BUMENE 5/16° NOht. SEALV'V'� 5/16" NOM. 85-88 85.88 BUM 8 LICONE SEAL 1l2" NOM, 1/2' NOM. DESICCANT ROLL -FORMED STARdLESS STEEL 59 GLASS BITE 89 GLASS BITE FOAM FXr. GLASS 52 52 EXT. GLASS 66,67,68,69,70,71 72,73,74,75,70, 116" ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS .090' PVB INTERLAYER 1/81ANNEALEO OR HEATSTRENGTHFNED GLASS 6116' LAMINATED 5/18°OR316'AIRSPACE 118. OR3110'ANNEALEDORTEMPEREDGLASS 13fl6° NOM. .090•PVB INTERLAYER 3/10'ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 3/10.OR1/4"AIRSPACE US°OR 3/18°ANNEALED ORTEMPEREO GLASS 13116' NOM. frfr• GLASS B7 DURASEAL© SPACER INT. GLASS 7M 96 XL EDGE SPACER 1311W LAMI IG GLASS W/ 6/16" LAMI 13/1( IAMI IG GLASS W17/15" LAMI TABLE 3• GLASS TYPES: " A15/118"T'Ahll -(T/S-A,.090°'P-VB"1J8" A)=—> B.5/16" LAMI -(1/8" A,.090" PVB. 1/8" HS) C. 5/16" LAMI - (118" HS,.090" PVB. 1/8' HS) D. 7/16" LAMI - (3116" A,_090" PVB, 3/16" A) E. 7/16" LAMI - (3116" A,.090" PVB, 3/16"'HS) F. 7/10" IAMI - (3/10' HS,.090" PVB, 3/10" HS) Part# Description Material 85 Kommeding 4SG TPS Spacer system 86 Quanex Super Spacer nXr with Hot Melt Butyl See this Sheet for 87 Quanex Dureseal Spacer Materials 88 Cardinal X- Edge Spacer G. 13118" LAMI IG -1/8" O R 3/16" A (MIN.), 5116" OR 3/8" SPACE, 5/16" LAMI - (118" A,.090" PVB,1/8" A) REF REICE TEST REPORTS: L-5717, e968 8 897C H.13116" LAMI IG - 1/8" OR 3116" A (MIN.), 5/16" OR 3/8" SPACE; 5/16" LAMI - (1/8" A .090 PVB„118" HS) 1. 13116" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 318" SPACE, 5/16" LAMI - (1/8" HS,.09W PVB, 118" HS) J.13/16" LAMI IG -1/6" OR 3/16" A (MIN.). 3/16" OR 1/4" SPACE, 7/16- LAMI - (3116" A,.090" PVB, 3/10' A) K. 13116" LAMI IG -1/0' OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAM[ - (3/16" A,.0917, 3/16" HS) L. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAM[ - (3116" HS,.090", 3/16" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 Fr, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 'PVB' = KURARAYTROSIFOLe PVB INTERLAYER PRODUCT REVISED I as C0m 1y2 With the Flodda Building Code NOA-Na. 17-0411.06 Expl-tlen Date 12121/2021 By Mia FD Pmduet Ceahol I' 3124117: NEW SHEET to = w z U) ;G 0 S c O O N 4a O O�o w U W a R3 ,16 j U FW- Z HS T n `N 52aw >� z01 O � N 1�J8 W } o = Z O g Q O "au 9.0 .was LYNNM'�.,� No.58705 AL A LYNN MILLER. P.E. _ PZ450707 273/8' AX. DL VENT MAX. 64 6/16" MAX DLO FIXED D D 0 X X p X �i 110" MAX. WIDTH I.F. FRAME +---111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (114-1/2-1/4) _ 33 9/16" MAX. 33 9/16" MAX. DLO FIXED C DLO VENT A I 57 31W MAX. DLO ALLFIX LITES / LITES O + X C' 73" MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME_ D�ETAAIL�"A�yOX=OR XO 27.OL 27.DL +— MAX. DLO MAX. DLO VENT FIXED D D h �F Q; i 1 4+!'S' s•y • - 85 7/10" MAX. WIDTH I.F. FRAME —+{I 1:__86 7/16' MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 63" MAX SEALANT OR GASKET FLANGE AT HEAD AND SILL FRAME ALL 15 56„ I CONFIG. MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. I.F. FRAME 13 FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) PRODUCT REVISED as eomplaing with the Florida Building Coda NOA-No. 17-0411.06 Expiration Date 12121/2021 J By Mlam Da Product Control 3/24117: NO CHANGES THIS SHEET. I 4pE MAX HEIGHT FLANGE FRAME JX. INTERIOR INTERIOR 21 MAX. VENT DLO+— MAX. FIXED DLO ---I MAX. WIDTH (FLANGE FRAME) EXTERIOR 19 SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) INTERIOR EXTERIOR �— MAX. FUCED DLO ---►I �-- MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) INTERIOR EXTERIOR INTERIOR QY SECTION C-C U u SILL HEAD (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) MAX. VENT DLO PRODUCT REVISED ' as complying with the Florida Building Code NOA-Na. 17-0411.06 I Expiration Date 12/21/2021 -_ Dy� Miami- roduct Qontro i 312N17: NO CHANGES THIS SHEET. I I i x C3 O�$ z v z F W LLI ova ti v � z o Z W p U. LL O v � � N Q L9 % z N za J y Z IL Ir Cn 9a9 O = O O U _ U RL V-a rciAB ��tftii D lllt��� LYNiy �� . u� SF * : N0.58705 *' �30� •. STATE A. LYrItJ IILLLEH, P. P.119 705 I MOLC n1M Y. DWGV DESCMUCN MAIL PGr# 1 4102 A IFLANCEFRAMEBEAD 6OM-TEAL 612237 2 4025 ISASH STOP STD. (ANTI LM CIF) 6063-T5AL 612244 3 /!8X 314 PH. PAN HEAD 7834AA 4 4053 SASH STOP COVFR ASH STOP 6063-T5AL 6 4136 FL4N(IEFRAMES11L 6063-1'6AL 64136 7 4137 SaLADAPTOR CA 46AL 64137 8 4131 ROLLFRTRAC K 6063-T6AL 64I31 10 71298 WEEP HOIE COVER POLYPROP. 71299 12 1626 ADIB3MOPENCELLFOAMPAD 7PAD1626 13 4002 A FLANGE FRAME IAMB 6063-T6 AL 612225 14 4134 GASKSI'FORMAINFRANMSILLIOINT 74134W/K 15 1155 199 X 1.000 QUAD PN. SMS 781PQA 16 4110 G ISCREENADAPrOR 6063-T5AL. 641100 17 4054 H IMEDNDMINGRAIL 6063HD-TEAL 64054A 19 4066 WSTP .187 X.230 FIN SEAL 64�T 21 4105 SASH TOP&BOTPDMRAIL 6063-T5AL 612240 22 1683 WSTP..250X.270BACIC FIN SEAL 616830 23 225-1 ROLiERHOUSING&GUIDE 42112HD 24 226 BRASS RQUIRWHEELS BRASS 7BRWHL2 29 4128 HOR)ZON•TALROLLFRSASIITOPGUIDE POLYPROP. 44129N 32 4006 D ISASHMWMqrRAIL 6063HS-T6AL 64W6 33 1235 WS11? .170 X270BA FIN SEAL 67S160 35 1096 SWEEPLATCH H DIE-CAST 71096 36 1016 1 1ff8X.625PRFLSMS 7858 ' 37 4126 SASHSIDERAIL 6063-T5AL 64126 38 1683 WSTP. 250 X -27013AM FIN SEAL 61683G 39 7070 JBULBWEATIIE ST .187X275 6707CK 40 UTTRAILCOVERCAP 74078"C' LORR 41 4139 IF.FRAMEHEAD 6063-T6AL 64139 42 4140 11f.FRAMIISIM 6063-TEAL 64140 43 4141 11Y.FRAMEJAMB 6063416AL 64141 50 IGIAZMSIUCONFDOW 791899 995ORCiE770D 51 127A VDmaAZINGBEADBULB UBTM 6TP247W 52 1225 VR MCTAMOBEADBUIB 6TP248K 53 4039 B GLAZINGBEAD-5116' 6D63-T5AL 64039B 54 4044 1 B CLAZINGBEAD-5/16" W/QULLKTT 606?-T5AL 644703 55 4222 1 A MAZINGBEAD-7/16' 6063-T5AL 64222 56 985 C GLAZINGBEAD-MIF- WIGRIL .KTC 6D63-T5AL 285 59 4067 CKAZINGBEAD-13/16" 6063T5AL 64067 60 GLASS 5116' LOS 1/8" A .090PVB, V8" A 61 " 5116, LAMI 118" A .090 PVB 1/8" 62 511FI.AMI 1/8" HS .090PVB 1/8" HS 63 I 7/16"LAMI /16'A .D90PVB 3/16'A 64 1" 7/16"LAMI /16'A .090PVB 3/16" GS " 7/16" LAMI 3/16' HS .090 PVB 3/16' HS E M DWG# RLVV1 DESCRWMN I MATL I PG1W 66 GASS. 13/16' LAMI IG1/8"A(MIN. , 3!8"AIRSPACF,5/16' LAAU 1/8"A,.09DPVB• I/8"A 67 " 13/16' LAMI IGll8"A (MIN.) 3!8" AIRSPACE, 5/16" LAMI ll8'A .090 PVB I/8"HS 68 " 13116' WHIG1/8"A (WIN.). 3/8" AIRSPA 5/16" LAMI 11WHS,.090PVB 1/8-HS 69 " 13/16' LAMI IG3/16"A IN. 5/16" AIR SPAM 5/I6" IAMI (U8"A, .090 PVB,1/8"A 70 13/16' LAMI1G3/16'A (MIN.), 5116' AIR SPA0, 5/16" LAMI 1/8"A, .090 PVB, MUM 71 13/16' IAMIIG3/16'A . 5/16" AIR SPACE, 5/16' IAMI 118" HS .090PVB" 118"H 72 1 113116-LAMII&VWAOUN.11/4"AIPSPAM7/16'IANU(3/IG'A,.090PV]3,3/16-A) 73 19116'LAMIIGI/6"A MIX IWAIRSPAM7116"LAMI 116'A,.090PVB,3/10'11S 74 13/16" LAMI1CM"A (MIN.. Iff AIRSPA 7/16" LAMI 3/16'HS .090PVB 3/1011S) 75 13/16' LAMIIG3116'A .3/16' AIR SPA 7/16" LAM 3/16"A .090PVB 3116"A 76 13/16' LAMI1G3/16'A (MIN.), 3/16" AIRSPA 7/16' LAMI (3/16'A, .090PVB, 3116"HS 77 " 13116"LAMIIG3/16'A 3IN..3/16"AIR SPAC$7/16'LAMI 16'HS,.090FV$3/16 90 1014 SG>M1 FRAME OR & N 3105-H14 AL 91 1630 S(R EEN CORNER&EY W/RE909 POLYPROP. 92 1631 SCREEN CORNERKEY W/OUT RINGS POLYPROP. 93 1073 SCREE 7SPRING ST.ST. 94 1624 S(RtEENSPLINE -.135DIA.FOAM EMPVC 95 1635 SCREENSPLINE-.135D1A.HARD EMPVC 96 SCREEN CLOTH 2.784 .062 1.988 43 I.F. FRAME JAMB #4141,6063-T6 2.710 2.624 J�Focl2A- I.F. FRAME HEAD W39, 6068-T6 42 I.F. FRAME SILL #4140.6063-TB PRODUCT REVISED as complying with the Florida B"Ildlag Coda NOA-No. 17-0411.06 Expiration Data 12/2112021 By tn. ;D�Pde Product Control 3/24/17: CHANGED GU17JN0 SILICONE. CO Y = E 0 C4 s � C¢ N o XX z t-' Z VVd w LLI co o� �< WWI oW ^ n o W 0 LL LD co � o N 0= was O o J co ¢ a * : No. 58705 *' 10NAL 'runlullt A. LYNN MRLER, PE. PE.p 58= .062 1,[73 : [jr-- f -fLu ---T �-73 -2.710—{ FLANGE FRAME HEAD #4102A,6063-T6 1-+I1--.062 .490 T— -1.45I ►{ O SASH STOP #4025,6063-T5 .062 1. (13 I- 1.349—I 21 SASH TOP & BOTTOM RAIL #4105, 6063-T5 oso--678 I 1.096 a P 54 GLAZING BEAD, 6116" #40448,6053-T5 (USED W/ GRILL KIT) IE22 O FLANGE FRAME SILL #4136, 6063 T6 .062 .437 1.46 O HORIZ. ROLLER TRACK ft4131, 6083-TB 2EOO--- � .-11. 7 1.081 32 SASH MTG. RAIL #4006D,6063HS-TO .05 k.8T8 1.0% LLLLLL����—I�� T 55 GLAZING BEAD17/16" #4222A, 605345 52 —►{ 1.18T �— .082 3. 90 O FRAME SILL ADAPTER #4137, 6063-TO I.- .062 -1.403� 17 FIXED MEETING RAIL 94054B,6063HD-T6 ZZ 26 .062J49 1.281� 37 SASH SIDE RAIL. #4126, 6063-T5 678 .050 I' 1.115 1 T 56 GLAZING BEAD, 7/16" #985C,6083-T5 (USED W/GRILL KIT) �1.513� .040 738 �+ 1.443 O SASH STOP COVER 94053. 6063-T5 (+— 2.784--►{ .082 13 FLANGE FRAME JAMB #4002A, 6003-TO .05 .678 1.098'-� L-�—. 53 GLAZING BEAD, 5/16" #4039B, 6083-T5 61 050 -. =1 1.097 59 GLAZING BEAD, 13/16" #4067,6063-TS PRODUCT REVISED as complying with the Florida nollAing code NOA-No. 17-0411.06 F.xptration Date 12/21/2021 k 3/24117: NO CHANGES THIS SHEET. o Y 2 w $ c� co •,may to o O (� OV O � m G to cv =w'7 W z m a mm �+ vma LL O O to J f� B 1Y o z o O �s 0 S W o rr t; U r Q `\�t1lu ruttl� !YIft �. ; - • No. 58705 t23 I} s�ONAL A LYNN MILLER P.E. P.EN 5870 f SEE ANCHOR TABLE, SHEET 1 2x WOOD BUCK, SEE ANCHOR I SEE ANCHOR NOTE 1 1 3/8" NOTES: TABLE, SHEET 1 TABLE, SHEET 1 MIN 1. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS :, SEE ANCHOR WHOSE TOTAL THICKNESS. IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF TABLE, SHEET 1 UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS 1x WOOD a' - "` DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE BUCK, OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY NOTE 1 HAVING JURISDICTION 1/ 11� F2 FOE2ATTAC IMENTT�:METALT}IEMETI�L^'STRUGTl1RAt�,MEMBF -S AW-BEOF•A MAX. JJJ MAX• _ SHIM SHIM SIZEzTO PROVIDE FULLSUPPORT70�T EiW]NDOW FRAME SlmI -TOff- TESHOWN' �1�! THESE DET/11L� FO_R2xWOOD BUCKB:� SEE ANCHOR SEE ANCHOR _ a TABLE, SHEET 1 DETAIL A TABLE, SHEET 1 DETAIL B 3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE. 4.0.131" DIA. MIN. X 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & L 1 14" MAX. -01 SHIM �I ' 318" 1/4" MAX SHIM - . �.- SEE ANCHOR INTERIOR I I MIN. I I TABLE, SHEET 1 (JAMB DETAILS E, F & I) 2-1/2"MIN. EMBEDMENT EXTERIOR O 15 SEE ANCHOR SEE ANCHOR --� a EXTERIOR INTERIOR �% TABLE, SHEET 1 TABLE, SHEET 1 " SEE ANCHOR (HEAD &SILL DETAILS A, 8, C, D, G a£ H) SEE AN TABLE,SHEETI TABLE,+SHEETI 2x WOOD BUCK, NOTE 1 1x WOOD BUCK, NOTE 1 L SEE NOTE 4 775/8" MIN. EDGE DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS +{ (� 6/8" MIN. I I EDGE SEEANCHOR TABLE,SHEETI 114, MAX. --�— SHIM HOR TABLE,SHEETI SEE ANCHOR TABLE, SEE ANCHOR 2x WOOD SHEET1 TABLE,SHEET1 BUCK., DETAIL C NOTE 1 SEE ANCHOR . TABLE,SHEETI *:SEE SEE NO'I MIN. ABLE, SHEET 1 DETAIL D 2-1/2" MIN. E DIRTAIL H (HEAD) DETAIL G (SILL) TYPICAL INTEGRAL FI EDGE MIN. ABED 1L L-SEE NOTE 4 DETAIL I (JAMB) SECTIONS PRODUCT REVISED as comp)ying with the Flodda Building Code NOA-No. 17-0411.06 Expiration hate 12/21/2021 3A24/17: REVISED NOTES TO COMPLYMI.1 NEW ANCHORAGE. ADDED NOTE 4. m N = O a o n O$ '���+ Z tp• r Y W -U < V t- C5 g annv o Z $ LLi J LL O � J r O t Z lL 0 0 0 0 n 4 4 = emt �W dW8 �r LYIyN�� may: VCENSF' .((� �.: No. 56705 sIONAL A LYNN MRLER. P.E. PEA 58705 s t I -- -- Max6aulp Design rcssuie; DPs(Petj eXOar-OX OMNI Wldlh o mil HaIBM class lype Al B, 0, H C. D, E. F, I, J, K. L 37• 49` 53.116' 26' + .0 75.0 +75.0 / -75.0 .75.01-75.0 +T5.01.75.0 +T5.0 -/76.0 +75.0/-75.0 +75.0 f -76.0 +75.0f •75.0 gg• T2• 74' +75,0 / •T5A +75.0 / 75.0 +75.01-76.0 +76.0 / -75.0 +75.0/-75.0 +I5.0 / •76.0 37' 49" 53.18' 36' +75.0 /-70.0 +75.0 / -75.0 +76.0 / 75.0 - *75.0/.75.0 +75.0/-75.0 +75.0 / -15.0 gp• gg• +76.0 l-75.0 +75.0/ 75.0 +76.0 / -75.0 +75.0 / -75.0 72- 74• +75.0 ! -70.0 +75.0 / -T9.0 +76.0 / 75.0 +76.0 / -76.0 37 49` S34V 35.3/6- +76.0 / 75.0 +75.01-75.0 +75.0 / 75.0 +75.0 / -76.0 +75.0/-75.0 +75.0/-76.0 80' SB^ +75.01-T6.0 ♦75.0/•76.0 +76.0 ! 76.0 +75.D / -75.0 72, 74• +75.01-75.0 +75.91.75N +75.0 / 75.0 +7S,01-75.0 37' 46• +75.0/-75.0 +76.0 / •76.0 qg• 63-110' +75.0 / 75.0 +76.0 / -76.0 +T6.0/-T5A +75.0! -75.0 J72 +75.01-76.0 +75.0!•75.D*75.0/-T5.0 +75.0/75.D 74' +75.01-75.0 +75.0 / -75.0 +75.0 / -T6.0 +75.0 f -73.0 37' qg• 55.1lB' 505/8" +75I 75A +75A / -76.0 +75.01-75.0 +75.01-75.0 +75.01-76.0 +T5.01-75.0 Bp• 60• +T9.0 / -75.0 .75.01-75.0 +75.0 / -75.0 +75.0 f -75.0 72• 74• +75.01.76.0 +76.0 / -76.0 +76.0 / •75.0 +75.0 / -75.0 31- 64• +76.0 /.75.0 -75.01.76.0 4S• 53-118' +76.01.75.0 +75.D! 76.0 +75.0 / •75.0 +75.0 / -75.0 or 60• +76.0 ! -75.0 +75.0 / 76.0 +7fi.0 /-75.0 +75.0 / 75.0 72• 74' r75.0! 75.0 475.01 75.0 +75.0 /-75.0 +75.0 / 75.0 37' >uj• +T5.0/-76.0 +T5.0! 73.0 4g' '$3]76y 60' +76.01-76.0 +75.01-76.0 t-+75.07-750'? +75.D1-75.0 +75.0 / 75.0 +76.0I.75.0 F$51;7 72• 1. %rW4:2744:7 :7 +76.0/ 75A +69.61.69.0 +75.0/ 75.0 +8&1/-B8.1 +76.0/ 76.0 37• 4B' 53-t/g• 83^ +75X1-75.0 -75.0/ 75.0 +75.01-75.0 +75.0/-7S.0 +75A /-76.0 +76.0 / •7fi.0 60' 66• +75.0175.0 +75.0/-T5.0 +70.2 /-702 +76.01.76.0 72• 74' +66.2 -652 +75.01-75.0 +o3.0 /-83.a +76.01-75.0 tUK/iNLrjviV ate❑onm"A a. TABLE 6• TABLE 7: Maximum Design Pressure, DP (Psf) XOX,1/3.III -113 owfall Overall Maas'Typo VWdlh Haight A, B, C, G, H,1 D. E. F, 71K,1 9' +60.0 ! -60.0 75.0 53-If8• +60.0/-80.0 +75,0!•76.0 60` +80.01-60.0 +75.01-15.0 88' 28' +80.0 / 50.0 t75.0 / •76.0 67 36` +60.0/-80,0 +75.0176.0 74• +60.0 / 410.0 +76.0 / 76.0 e4• +90.0 /-60.0 +76,01-76.0 69-7/I6' +80.0l A0.0 +75.01-T5A 45' *B0,0/ 80.0 +76.0145.0 53418• +80.0l-fi0,0 +75.01-75.0 60` +60.0/-60.0 +T5.01 5.0 OS" 3"w +60.0/-60.0 +76.0/-76.0 74• +90.0 / -80.0 +75.01-75.0 94- +60.0 f -60.0 +75.0 / -75.0 68MM* 700.0 660.0 +75,01-75.0 48" +00.01-00.0 +75.0! 75.0 53.118' +60,0/50.0 +73.01 76.0 +60.01-60.0 +75.0 -76.0 46• +g0A735,0 +75.0l-75.6 t7l' ODA/-60.0 +76.OITSA +60.0 f -60.0 +75.0 / 75.0 BB-7/10' +60.0/-80.0 +75.01-16.0 4 '60.01.60.0 +75.0 / -75.0 53.7fB' +60.0/50.0 +75.0/-75.0 or +60.01.60.0 +75.01-76.0 99• 505/8• +60.0 / -60.0 +75.0 f -75.0 74' +60.01.60.0 +75.0/-75.0 g¢° +60.0/50.0 +76.0/-75.0 .7/18- +80.0/50.0 +78.0/ T5.0 A9• +60.0/-80.0 ++75.01-75.0 53-1/8" +80.0/-W.0 +T5.0/75,0 BO• +60.0/50.0 +75.0! 75.0 BG' W +60.0 / -90.0 +75.0l -75.0 74• +60.01.60.0 +75.0 f -T8.0 B4• +60.0/-60.0 +76.C/-76.0 BB-7f16• +00.01.60.0 +75.0 f -75.0 '.r +00.01 E0.0 +75.0 776.0 53-i/g^ +75.0 f -75.0 BD" +60.0/.60.0 +TS.0/-75.0 66' g0' +60.0/50A +75.0/-75.0 74" 780.01-60.0 +75.0 / -75.0 84• .60.0/-60.0 +75.0 / -75.0 8&7/78' +60.0f- 0.0 +75.0/-75.0 4" +6901.60.0 +T8.0 (-7S.0 53.1l8' +00,0l41D.0 +76.0/-75�0 BO' +80.0 / 410.0 +76.0 / -75A 60' or .60.01.60.0 +75.01.75.0 74` +60.0/-BD.o +75.0/-75.0 64• +00.0/41D.0 +75.0 7-78.0 S&7/1B` +60.Of50.0 +76.01-75.0 FOR ANCHORAGE SEE SHEET 10. Maximum Design Fmssum, DP (ps1) XOX,114 -1l2 -114 0mall Cwra6 Mass Type A, B, R H 0.1 D. E. F, J, K. With 1ivlQhl 53.1/0' +80.0 -60.0 400.01-80.0 +75.01-75.0 60• +60.0 /-60.0 +60.0 / 50.0 -60.01.60.0 +60.0 f -50.0 +75.0 / -75.0 +75.0 /-75.0 7q• 6q• 28' +00.0/-80.0 +aut- 0.0 +80.0/50.0 +60.01.60.0 +76.01-75.0 +76.01.75.0 BB^ 1063/5` +00.0 f.60.0 +00.01.60.0 +60.01.50.0 +6101-60.0 +75.0! 75.0 +75.01-75.0 108• 111' +00.0f-60.0 1 +BO.O/460.0 +75.0/-75.0 53-1/6• +60.01.60.0 460.01.80.0 +75.01-75.0 or +60.0/-80.0 +60.0 0-00.0 +6101.60.0 460.01.aO.D 4-75.0175.0 +75.0175.. 74• 8.1• 36• +9D.0-e0,o +60.01.60.0 +60.0l-60.0 *60.0/-60,0 +75.0r -75.0Be, +715,01-75.0 1663187 +6OL01-B0.0 460.01.50.0 +75.01-75.0 tog' +60.0/-60.0 40.0/•60.0 +75.0/-75.0 itt" +00.0/-60.0 +80.01.80.0 +75,D/-75.0 63.1/91 +60.01.60.0 +00.01 M.0 +75.01.75.0 air +60.01.60.0 +GOLD 150.0 +SO.D!-W.0 60. +0/-80.0 +75.0/ 75.0 +7S.0/ 75.0 74• 84' 36+316' +60.01.60.0 +60.0 /.60.0 460.01.60.0 +60.0 / -60.0 +75.01.75.0 +76.0 / 75.0 w +60.01.80.0 460.01-60.0 +75.0/ 75A 1D93/B' 108, +60.01.00.0 +60.01-60.0 +75.01-75.0 111" +60.01.60.0 +00.01.60.2 +7501-75-0 53.118' +60.01-60.0 +6D.D/-60.0 +76.01.75.0 60` +60.0/-8D.0 +60.0/_6D.D +60.DI-60.0 +50.0/410.0 +75.01-75.0 +75.01.75.0 74• 84• 4g' 4.60.0150.0 +60.01.60.0 +60.0/-60,0 +60.0150.0 +76.01-75.0 +75.0/-75.0 Bfi 106.'1/g' +00.01.6OLO +N.0/$0.0 +75.01-75.0 108' +60.01-50.0 +80.01.60.0 +75.0 1-75.0 111• +00.01.60.0 400.01.60.0 +75.D/-75.0 53-118• +60.0 / -80.o +60.0 / -80.0 +75.0 / -75.0 +60.0 / 50.0 +60,016D.0 .60.01.80.0 +80.0 / -60.0 +75.0 / 76.0 +76.0 / 75.0 6w 74' 94• Sows` +80.0!47D.0 +80.0150.0 +60.0/.60.0 +75.0/ 75.D +75,01-75.0 BB• 108-wir +SOLO / 50.0 +60.0 /-60.0 +75.0 / •75.0 lur +80.0/4A.0 +80.0 / +50.0 +60.0/.60.0 ♦60.01.60.0 +75.01-75.0 +75.0145.0 111• 5111W +60.01.60.0 +60.01-60.0 . 0.0I eu +60.01-80.0 +80.01.60.0 +8OL0l-90.o +76.0/ 75.0 +76.0/ 75.0 +76.0/ 75.0 60` 74' B4• �" +60.01 eD.0 +00.0 f -60.0 +50.01.60.0 -60.0 / 50.0 +75.0! 75.0 +75.01-75.0 DB' 1063f0" +60.01-60.0 +80.01-60.0 +75.D I -75.0 109' +60.0/a0.0 +60.0/40.0 +7641-76.0 +595159.6 +00.01.60.0 475.01-75.0 111- 59-Ila, +emo/-om +80.01.60.0 +76.0/-76.0 6D" +80.0l50.0 +50.01-0D.0 +80.01.60.0 *BO.OI-00.0 +75.01-75-0 +75.01-75.0 14• 84• 60" +60.0 / 80.0 +GSA! 54 +BOLO / -60.0 +60.O 1-B0.0 +75.01-76.0 +75.01-75.0 86' 452 / 55.2 +60.0 / -80.0 +76,01 -75.0 10631B" 1D8' +m.8154.6 +e0.0/50.0 +75.0!-75.0 i 11" 453.6153.8 +60.0/-fi0.0 +76.01-76.0 63-IIW 460,0160.0 +00.0/-80.0 _+76.0/-76.0 IST +8D.D 1.60.0 +60.D 1-80.0 ,60.01.80.0 .60.0 / -60.0 +75.0/-75.0 +75.0 / .75.0 74' 84' 63-82168.2 / -60.0 +6D01.00.0 +75.01-75.0 +60.0/4i0,0 +75.01-75.0 tOB+ w �400.0 Z3/523 +60.01.00.0 +75.0!75.0 106" .71{1.7 +60.0f-80.0 +76.01-76.0 .91.60.8 +60.0/•60.0 +T6.0l-75.0 111' ACCJmCC 1 I -I. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090" PVB, 1/8• A) B.5/16" LAMI -(1/8"A,.09W PVB, 1/8' HS) C.5/16" LAMI -(1/8" HS,.090' PVB, 1/8" HS) D. 7/16" LAMI - (3/16' A,.090" PVB, 3/16" A) E. 7/16" LAMI - (3/16" A,.090" PVB, 3116" HS) F. 7/16" LAMP- (3/16° HS,.090" PVB, 3/16- HS) G.13/16" LAMI IG - 1/8" OR 31W A (MIN-), 06' OR 3/8" SPACE, 5/16' LAMI - (1/8" A,.090" PVB, 118" A) H.13/16" LAMI IG -'Iff OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.09W PVB, 1/8" HS) 1. 13/16" LAM[ IG -1/8" OR 3/16" A (MIN.), 5/16' OR 3/W SPACE, 5/116' LAW - (118" HS,.090" PVB,1/8" HS) J. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16' LAMI - (3/16" A,.090" PVB, 3/16- A) * 13116" LAMI IG -1/8" OR 3116-A (MIN.), 3116" OR 1/4' SPACE, 7/16" LAM[ - (3/16" A,.09D" PVB, 3/16° HS) L. 13/16" LAMI IG -1/8' OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116" HS,.090' PV8, 3/16" HS) NOTES PRODUCT REVISED .s c.mPl Ing with th. Fl.4da Building Cod. NDA-No. 17-0411.06 E.pl-tlon D.t. 12/21/2021 By Mlam a Product Control 3124/17: UPDATED TABLE O a0 = O Q O wti Og rc 0 J o � Z- Z tu v v 2 Uj7 a C0to U fe elslrl W F. Z v 5; a � LL oZ W O It O CD LU Zca N z N In •fs a u O Of O = Z o. 2 U IT U J _ ¢ 13 1 I 1) FOR OW SIZES NOT SHOWN, GO TO NEXT LARGER l ",/` WINDOW IN ``��� oNY LYi 2) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. :' ND. 58705 = 3) FOR INSTALLATION INTHEHVHZ ABOVE 30 FT, GLASS TYPES G SHALL HAVE ATEMPERED I.G. GLASS CAP. >) -L � BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. i��� •.,F(pA1D7.•' G� . 1 4) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. �(�-xAnchor Oudntlfl®a, 7US uf0_, SNltlt deal Types A, B`C�O, NS` OWtal Width Ore1a1: HeiD ADC1"MpA3 tieadBSll Jamb Andm:GmbpB Had SS35 Jamb I Anchor GopG Head$Big I Jamb 37' 2B" ' 1+CY+1 2 1+C2+1 2 1 1+CZ+1 2 46" 53-118' 6U" 1+(2+1 2 t+C2+1 2 I 1+027 N 2 1+C2+1 2 1+C2+1 2 1 1+CZ+1 2 1+C2+1 2 1+C2+1 2 t+C2+1 2 88• 72' T4• 1+C4+t 2 i+( 2+1 2 t+c2+i z 2+(2+2 2 1+C2+1 z 1+C2+1 z 2+Q*2 2 t+C2+1 2 h 1 2 3T 411" 531fB• 33' 1+Q+1 2 1K2+1 1 2 1+u2+1 2 1+C2+1 2 1 2+1 2 1+C W 2 i+(2+7 2 1K2+1" 2 1+12+1 2 bV' 88' 1+-+1 2 1+c2+1' 2 1+C2+1 2 1+C1+1 2 1+C2+1 2 1+C2+1 2 7T 74^ 2+(2+2 2 .1+(2+1 2 1+CZ+1 2 z+12+2 2. 1+(2+1 2 1+C2+1 2 3r 3a315" 1+(2+1 2 1+(2+1 2 1+G2+1 2 43' 53.118• 80' 142+1 2 1+C2+1,. 2 1 1+C2r1 2 1+CZ+1 2 1.(2+1 2 4+C2+1 2 142+1 2 t+C2+1 1 2 C2+1 2 6T 7Z' TT 1+C +1 2 1+CZ+1 1 2 1+C2+1 2 P(2+2 2 1+C2+1 1 2 1+C2+1 2 z+u2+2 2 1+(2+1 1 2 1+02+1 2 37• 4v W2+1 a 1.(2+1 1 3 1xC2+1 3 48' 53-1IB' •t+c2+5 3 i+(2+1 3 1+C2+1 3 1+C2+7 3 1+12+1 3 1+C2+1 3 BU f1B' :+(2+1 3 1+C2+1 3 1 1+C2+1 3 t+(2+i 3 1+C2+1 3 1 1+C2+i 3 7.7 74' 2+(2+2 3 1+C2+1' 3 ItC2+1 3 2+Ci+2 3 1+12+1 3 1+2+1 3 3r 5n.518' 1+12+1 1 3 1+C2+1 3 i+Cbt 3 VP 53.118' Bn' i+C2+1 3 1+L2+1 3 1+C2+1 3 i+C2+1 3 1+C2+1 3 1+C2+1 3 WC20 3 1K2+1 3 1+(2+1 3 7T 7V 1+(2+1 3 1+C2+1 3 Z+C3+Z 3 1+C2+1 3 S+C2+1 3 2+(3+2 3 I+C2*1 1 3 1+0+1 3 3r SB 1+C2+1 3 W2+1' 3 1+C2+1 3 45' 63-VB' •1+u2+1 3 1+f2+1 3 1+C2+1 3' i+f2+1 3 h(2*1 3 1+C2+1 3 am 66' 1+C2+1� 3 4+CZ•1 3 [��2.G3421 1+C2+1 3 1+C2+1 3 7T 74' 1+G2+1 3 1+C2+1 3 1+(2+1 3 1 1•C2+1 3 3r 487. 17g'- OV 1+C2+1 3 1IH2+1 3 1 1+C2+1 3 1+C3+1 3 1+C2+1 3 1 1+C2+1 3 y+u3+1- r 5 1+u2+1 31 1+(2+t 3 6B' 1+Ca+1 3 1+C2+1 3 1+C2+1 3 '$WC34f '' 9 i+GZN 9 1 1+C2+1 1 3 7T 741 2+C3 c 3 1+M+1 3 i+(32.1 1 3 2+C9+2 3 i+C2+1 3 1+(2+1 3 37• or 1+C2+1 3 1+2+1 3 1+(2+1 3 48' 53U8' 1+00 3 1+C2+1 3 1<2+1 3 1+C1+1 3 1+C2+1 3 1+62+1 3 (tD" 9+CCM. 3 1+C2+1 3 1+[2+7 3 86' 7Z' 1+(3M 3 1H2+1 3 it(2+1 3 z+Gi+2 3 t+C2+1 3 1+C2+1 3 TV 2+(3+2 1 3 1+12+1 1 3 i+C2+1 3 TAR1 E 4• 11 11 Anchor Quantities, XO or OX with Glass Types 0, E. F, J, K & L O,e,e1 Wfd1h Ommn HaFald Anoh3t GeupA thud 6 61Y Jamb AMMr GmupB Hesd ti SDI Jamb Anehor0mupO Heed B $DI Jamb 31' 2r 1+02+1 2 1+02+1 2 1+02+1 2 48' 53-V8' 1+C2+1 2 1+02+1 2 1+C2+1 2 1+C2+1 2 1+02+1 2 1+C2+1 2 80. Sir 1+C1+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+02+1 2 1+C2+1 2 72• 74' 2+C2+2 2 1+02+1 2 1+C2+1 2 2+C1+2 2 1+C2+1 2 1+C2+1 2 3T 36• 1+C2+1 2 1 1+02+1 2 1+CZ+l 2 q8' 53118' 1+02+1 2 1+02+1 2 1+02+1 2 1+C2+1 2 1+C2+t 2 1+C2+1 2 60' 1+C2+1 2 1+02+t 2 1+C2+1 2 ev 72' T4• 1+C2+t 2 1+C2+1 2 1+C2+1 2 2+C2+2 2 1+C2+1 2. 1+02+1 2 2+C2+2 2 1+02+1 2 1+C2+1 2 3r 3a4W 1+02+1 2 1+C2+1 2 14C2+1 2 46• 53-1fl1' 1+C2+1 2 1+C2+1 2 1+C2+i 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 81r ee' 1+c2+1 2 1+C2+1 2 t+C2+1 Z- 1+C2+1 2 1+C2+1- 2 1+C2+1 2 7T 7a• 2+C2+2 2 1+C2+1 2 1+C2+1 2 2+C2+2 2 1+t3+1 1 2 1+02+1 2 37' 46' 1+C2+1 3 1+02+1 1 3 1+02+1 3 4W 534181 1+02+7 9 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 i+C2+1 3 ew 66• 1+C2+1 3 1+C2+1 3 14=0 3 1+C1+1 3 1+C1+1 3 1+C2+1 3 72• 71P 2+ 2+2 3 1+C2+1 3 1+02+1 3 2+C2+2 3 1+C2+1 3 1+C2+1 3 3r 50518' 1+C2+1. 3 1+C2+1 3 1+C2+t 3 4B' 33I 1+C241 3 1+C2+1 3 1+CZ+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 60• tS6• 1+020 3 1+C2♦1 3 1402+1 3 t+C3+1 3 1+C2+1 3 1+C2+1 3 1-2K(3+2 74' 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 t+02+1 3 i+C2+1 3 3r 48' 53-18• S4' 1+C2+1 3 1+C2H 3 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 3 e0' 89' 72' 74• 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+pH 3 1+02+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+CZ+1 3 1+C2+1 3 3r 48• 53.1/e• w t+C2+1 3 t+C2+1 3 1+C1+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+(y+t 3 t+C2+1 3 1+C2+1 3 e0• 88' 1+C3+1 3 1+C2+1 3 14C2+1 3 1+C3+1 3 1+C2+1 3 1+C2.41 3 72' 74• 2+C3 2 3 1+C.Z+1 3 i+C20 3 2+C3+2 3 t+C2+1 3 i+C2+1 3 37' 83• 1+C2+1 3 1+C2+1 3 1+C2+1 3 53•IT 1+C3+1 3 1+C2+1 3 14m+t 3 1+C3+1 3 1+C2+1 3 1+02+1 3 8D' 6B• 1+03+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 72' TV 2+C3+2 3 1 1+C2+1 3 1+C2+1 3 2+C3+2 3 1 1+(2+1 3 1+C2+1 3 TABLE KEY; 0 X 1+C2+1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON THE MEETING RAIL PLUS (1) ANCHOR AT OPERABLE VENT AND FIXED SECTION. (4) ANCHORS TOTAL AT HEAD ANO SILL. (4" MIN. O.C. ANCHOR SPACING) 18 3/4" MAX � [--4"MIN.,10-1/2° MAX. B" MAX. X O MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD $ SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 8' MAX. FROM CORNERS AND 2212' MAX. O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW INTABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE OF AND ANCHOR QUANTITY REMAIN UNCHANGED. 6) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED as complying with the Florida Building Code HOA-too. 17-0411.06 Explragon Date 12/21/2021 3124117: UPDATED n ELEVATION. $ (� � ys ❑ Ya O O (7 N O v 19 ! !7 N _1 u_g r Z to =7 F ' a ( U [S e0 As r111d o y LL O ILI J !Y X O) 1Mf3 ® m Q O Z 6 0 o T❑ Q TABLE 10: Anchor Quenl3iea, XOX,113-1 /3 -1M with Glass Types A. B, C. 0, H & 1 gNn6 WI1111 Owrat H4101 AnftrGmvPA I AOWhar Dmups AircMr cmupC +gad & Sgl Jamb Head & Bill Jamb Haed 5 SIR Jemb 4C 55.1/8• W 1+gr1f02+1 2 1+C2+140241 2 1+02+1+C2+1 2 14p+1402+1 2 1+p414C241 2 t4p41+C2+1 2 ea' 66• 1+C2+1+C2+1 2 1+C2+14C2+1 2 1+C2+1+q+1 2 1+C2+1+C2+1 2 t+62N+C241 2 1+CZ+1+C2+1 2 74' B4' e97/te' 1+C2+1+q+i 2 1+C2+1+C2+1 2 1+C2M+C2+1 2 1+C2+1+02+1 2 1+pN+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02M 2 t+C2+14C241 2 1+C2+1+02+1 2 4S 53-Vr 3V 1+CZ+i+C2+1 2 t+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+02+1 2 1+C2+1+C241 2 l+C2+14CZ+1 2 t10• 1+C2+1+C2+1 2 1+C2+14C2+1 2 1+C2+1+C2+1 2 BB" 74- 1+CZ+1+02+1 2 1+C2+1+C2N 2 1+C2+1+C2+1 2 1+C2+14C2+1 2 t+CZ+i+CZ+1 Z 1+C2+1+C2+1 2 64• 8677118• 1+C2+1+C2+1 2 1+02+1+0241 2 1 1+C2+1+C2+1 2 1+CZ+UC2t1 2 1+C2+I+G241 2 1+pM+C2+1 2 45' 53.1/e' 381W 14C2+1+C-41 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 14p+1+C2+1 2 1+02+11+02+1 2 1+C2+1+C2+1 2 SD• W t4CZ+1+02+1 2 1+C2+i+C2+1 2 t+C2+1+C2+1 2 I+CZ+1+02+1 2 14C2+t+C2+i 2 1+C2+1.C2ri 2 T4- Be. W7l18• ifCZ+I+CZ+1 2 1tC2ri+C2f1 2 1+p+14C2+1 2 14C2+1+c2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1402+1+=2l 2 1+C2+1+C241 2 1+C2+14C2+1 2 48' 53•IM 4B• 1+p+1+C2+1 3 1+C2+1+G2+1 3 1+C2+14q+1 3 14C2+i+C2+1 3 1+C2+1+G2M 3 1+02+14C2+1 3 6T W 1+C2+14C2+1 3 1+C2M+p+1 3 1+p+14C2+1 3 1+C2+4+C2+1 3 1+02+1+C2+1 3 1+C2+14p41 3 74' W 55.771 1+C2M+C2+1 3 ]+02+1+G2+1 3 1+c2+1+C2+1 3 1+CZ+1+q+1 3 1+C2+1+02+1 3 1+CZ4/fC2+1 3 I+C2+1+C2+t 3 1+C2+t+C2+1 3 1+C2+14C2+1 3 48' 53�1/5• SoW 1+pt1+C2+1 3 1+C2M+p+1 3 1+p+14C2+1 3 14C2+1+C2+1 3 1+02+1+02+1 3 1+C2+14C2+1 3 80' 86' 1+CZ+itC2+1 3 1+C2+1+02+1 3 1+G2+14CZ+1 3 I+CZMt02+i 3 1+02+1+02♦I 3 1+C2+1+C2+1 3 74' 84• 8&7118• 1+C241+Mi 3 1+C2H4C2+1 3 1+pM+02+1 3 I+C2+i+C2+1 3 1+p+i+C2+1 3 i+C2+1402+1 3 1+q+1+C2+1 3 1+02+1+C2+1 3 1+p+HCZM 3 48' 63-11W 64. 14p41+C2+1 a i+C2+1+q+1 3 I+Carl+02+1 3 1+C2+1+C2+1 3 1+C2+1+p+1 3 M2+1+CZ41 3 BP 88' 1ip4 —1 3 1+gM4C2+1 3 I+C2+1+C2+1 3 14C2+1+C2+1 3 1+02+1+CZ+1 3 i+G2+14C2+1 3 74' IW 684116' 1+C2M+CZ+1 3 1+C2+1+C2+1 3 1+C2+1tCZ+1 3 14C2M+C2+1 9 1+C2M+C2+1 3 1+p+1+02+1 3 1+C2f1tC2+1 9 1+02+1+p+1 3 1+C2+1+C21 3 4V 63-W 6a' I+C2+1+CZ+1 3 1+C2+1+q+1 3 1+C2+1+C2+1 3 I+C2M+CZ+1 3 1+02+l+C2+1 1 3 1+C2+1+C2+1 3 6P SB' I+CZ+1+C2+1 3 1t4:Z+i+C2+1 3 I+C2+1+0241 3 1+CB+I+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2♦1 3 74' W W7/16' 14p+1+p0 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t4a- +C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t +1+C2M 3 1+C2+1+C2+1 3 ItC2+1+CZ+1 9 4M 531/5' 63' 1402+1+C2+1 3 1+C2+1+02+1 3 1+q+1+02+1 3 1+pit+p41 S 1+C2M+p+1 3 1+C2+1+C2+1 9 BO• 66` I+C2+1+C2M 3 14C2+14p+1 3 1+C2+1+CZ+1 3 1+C2+t+C2+1 9 i+C2Miq+1 3 1tC2+1*Girt 3 74' et' 1+02t1+C2+7 3 1+C2+14C2M 3 1+02+l+C2+1 3 1+C2+Hp+Y 3 1<241+C2+1 3 1+C2+14C2+1 3 li&7/18• t+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 TABLE 11: Anchor Quas110es, XOX,113-1/3 -1/3 wHh Glass Types D, E, F. J, K & L oam6 Wdlh Overall Haight Anchor Gmupa I Amho Cl B I AnetcromupC Heal & SIR Jamb Heed & SRI Jambi Hand & Glll Jamb 4s• 53-11W 29' 1+C2+1+C2+1 2 14C2+1+C2+1 2 1+C2+1+p+1 2 1+C2+1+C2+1 2 14q+1+C2+1 2 I.C2+1+C241 2 60' 68' 1+02+1+C2+1 2 1+C2+1+CZtl 2 14C2+1+CZ41 2 1+C2+1+C2+1 2 1402f1I+C2+1 2 1+C2+1+C211 2 74• 1+02+14C2+1 2 t+C1+1+p+1 2 1+C2+1+p+1 2 84' 88.7/18' 1+02+1+p+1 2 14p414C241 2 I+C2+1+C2+1 2 1+C2+1+C2+1 2 14C2+1+C2+1 2 1+C2+14C2+1 2 48' 89-tfd' 38' G2+i 2 Mp+ttg41 2 1fpM+gM 2 C2+1 2 HC2+1rC2+1 2 1+C2r1+C2+1 2 80' C2+1 2 14C2+1+C2+1 2 1+C2N+C2+1 2 Be- 74' C2+1 2 14p+1+C2+t 2 NC2+1+C2+1 2 CZ+1 2 1+C2tt+q+1 2 1+C2+1+C2+1 2 W 65.7/tlr C2+1 JJ+C2+14C-2+1 2 1+O2M+C2+1 2 i+CZM+C2+1 2 C2+1 2 1+CZ+1+02+1 2 I4O2+1+C2+1 2 48' 5318' 3e.1/6• C241 2 I+p+1+C2+1 2 1+C2+1+C2+1 2 c2+1 2 1402+1+C2+1 2 i+C2+1+C2+1 2C2t1 5&' 2 1+CZ+1+q+1 2 HC2+1+C2+1 2 1+C2+I+q+7 2 1+C2+1+p+1 2 1+C2+14C2+1 2 74' 84• m7fi ' 1+C2+14C2+1 2 1+02+t4p+1 2 f+q+I4pM 2 1+C2+14q+1 2 t+C2+1+q+1 2 1+C2+14C2+1 2 I+C2+1+q+1 2 1+CL+1+C7+1 2 Nq+t+ Z+t 2 48' 531113' 48• I+C2+1+02+1 3 1+0241+CZM 3 1+02+1+02+1 3 1+02+1+pti - 3 1+02+1+C2M 3 1+C2+1+p+1 3 So' 66' 1+C2+14p+1 3 1+0241+C2+1 9 1.02+1+02+1 9 1+C2+1+02+1 3 1+C2+1+G1+1 3 I+C2+1+C2+1 3 7P 1. 06.7119 1+C2+1+C2+1 9 1+02+1+C2+1 3 i+C2+4+C2M 3 I+C2+t+C2+1 3 1+C2+1+02+1 3 14C2+1+C2+1 3 1+02+14q+1 3 1+C2+1+02+1 3 14p+1+122+1 3 46' tit it 605/4' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+l+C2+l 3 1+q+1+C2+1 3 1+p+1+p+1 3 1+q+1+C2+1 3 60" Ga. I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 WOM.I. 2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74' 84- M711W i+C2+l+pf1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+14CZ+1 3 I+pM+C2+1 3 1+C2+1fq+1 3 1+C2+i+C2+1 3 1+C2+I+CZM 3 48• 631/B• S4• 1+C2+1+C2+i 3 1+C2+14q+1 3 14C2+1+C2+1 3 1+p+l+pat 3 1+p414p+1 3 14C241+C2+1 9 80' 68' 1+C2+1+pM 3 1+C2+1402+1 3 1+02+1+CZ+1 3 1+qrt+p+1 3 1+C2+14p+1 3 1+02+1+a+l 3 74" 64' 88.7/18' 1rgM+p+1 3 1+C2+t4c2+1 3 14C241+C2+1 3 14C3+1+p+i 3 1+pM+p+1 3 14C2+1+p+1 3 3 1+02+1+C2+1 3 1+0241+C2M 3 1W 53.1/5, So- 1+p+1+020 3 1+C2+14L2+1 3 1402+1+C2+1 3 1*pt1+0241 3 1+C2+1+CZ+1 3 1+gMtc2r1 0 or 1+C2+1+CZ+1 3 1+02+14C2+1 3 1+02+1+C2+1 3 so. 74- 1+C2+1+p+1 3 t+C2+14q+1 3 1+C2+1+pM 3 i+C3+1+03+1 3 1+C2+14CL+I 3 1+02+1+L2+1 a OP 66-7110' 1403r1+p41 3 i+C2+1+CZ+1 3 1+02+1+C2+1 3 14C3*4+C3+1 8 1+C2+14C2+1 3 1+02+1+C2+1 3 411• 531l8' 83' 14C2+1+C1+1 3 1 1+C2+14C241 3 I+C2+1+C2+1 3 14C2+1+C2+1 3 1+pM4q+1 3 1+C2+1+p+1 3 80' 65• 14p+1+C2M 3 1+C2+1+02+1 3 1+C2+1+¢+1 3 NC3t1+63+1 3 1+C2+1+02+1 3 1+02+1+p+1 3 74• 1+C3+1+p+1 3 ll+CZ+l+cZ+l 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Bl• 5&7178' t+c3+l+c3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 14C3+1+p+t 9 9 1+p+i+cz+1 3 TABLE KEY: X O X H1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB EAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHORAT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION: (0) ANCHORS TOTAL AT HEAD AND SILL. (4" MIN. O.C. ANCHOR SPACING) 25 3/4" MAX f+-4" MiN., 10.1/2" MAX 9' TMAX. X O X I — _ _ MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 101/2" MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 8" MAX FROM CORNERS AND 221/2' MAX. O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN_ FOR FIN WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED as Comptying with the Florida Building Code NOA No. 17-0411.06 Expiration oat 12/21/2021 By '� Miami-DaJ a Product Control ` 31241177; UPDATED TABLE& r ELEVATION. 8 2 _ 7_ K " O 0 0 O MV 0 '•h J m t IM CM z" z W d = UJ •� d� U .tS a Eriw C3 Wm -j O E2 IL O o � ® m J � Reepg z N X z "-aO O = Cf o ti ego. �c .�roa ,1 )1III III//� LYYv . `4,� _ LIGENgF • ;���� � No.58703 ,:� �''�S,��NAL 1ENG`♦♦ .& LYNN MILLER. P.E. P.E.958705 AnchorQuantitias,XOX, 114.111-1/4 whb Glass Typsa A, B, C, O, H A I O+ewS vVldh Cramp Wahl Amh.GmWA A,mh rOmupB Amber ftupC Bead 6831 Jamb dead & BN Ihmb Hood & 501 Jamb °a• 7'r �, +cz+1 z 2 + +1 2 t+[/Z+H + 1+CZ+1+02+1 2 t+C Z+ +CZ+1 2 74C2+1+C2N 2 1402+1+C2+1 2 1+C2+1+C2+1 2 1+C2+Z+f2+1 2 t+C2+ +LZ+1 2 1+C2N+c +1 2 w 1+f2+2+C2N a t+@+1402+1 2 1+C2+1+C2+1 2 2 1+@+1+CZ+1 2 1+(2+UC2+1 2 1051w14C242+C2+ to°• III, 1.[2.2.@+1 1 1+@+1+C2+1 2 1+C2.1+C2.1 2 1+C2+2fC2.1 2 1+C2+7+CL+1 2 1+C2+t+C2+1 2 6XW T4' aa• 10"Ir lDT 111• 30' 1+C2+14C20 a 14C2+1+C2+1 2 1+C241+C2.1 a i+C1+t4C2+t 2 1+GZ+1402+1 2 1+C2+t+C2+1 2 t.@+Ia12+1 2 taC2a1+C2+1 2 1+C2+1+C2+1 2 i+ 2 +@+1 2 1+@+1+@+I 2 1rC211+C2M 2 l+@+2+@+1 2 1+(2+1t@+1 2 taC it- 1+G2+Z+CTr1 2 1+Cri2+C2+1 2 1+C2+1+C2+1- 2 I+@+24C2+1 2 1+CZ+2+C2�I 2 1+CW+C20 2 1+C2+2+@ti 2 1+CZ+2+C2+1 2 1+C2*1+C Zt1 2 531ar Sr , It@i14@+1 2 1+@+14@+1 2 1+C2+1+C2+1 2 14@+I4CZ+1 2 1+02+1+C2+t 2 14C 2+1K2+1 2 TS 14• la• 1063'a• laI' 111• 1+@af+QN 2 I+C2+14C2+1 2 1+C241+12241 2 1+CZt2+@+1 lacar2+4ZN 2 2 14@tt+@+1 I4C2+14C2+1 2 2 14wf1K2f1 1+C2a1.02+1 2 2 t+C2+2+@+1 2 1+@.2.@+1 2 1+C2+i+C Z+1 2 1+c2,Z+@+1 2 1+02t2.C2+I 2 ItC211+@+1 2 1+@+2+C2.1 2 1+C2+2+@+1 2 I 1+02+1+C2+1 2 53118' or 74' °4• w• 10"r low III, 41r 1+C2+t+02+1 3 UC2+14@+1 3 UC2+1+C2+t 3 1+02+1+@+1 3 1+C2+7402+1 3 1+C2.1+C2+1 a 1+@+1+C2+1 3 1.C2+1+C1+1 •3 1402+1+C2+1 3 1+G2.2+C2+i 3 ltC2+1+C2+1 3 1+C2.t+C2+1 3 t.C7 24C2+t 3 14C Z42+02+1 3 14@+1+C2+1 3 1+C2+3+C2+1 3 1+C2+2.@+1 3 UC241+C2+1 3 1rC2r7rC2.1 3 1+CZ+2+C2+1 3 1+C2+1+C2+1 3 1+C2.3+C2N 3 1+@.2.C2+1 1 3 1+@+t+C2+t 3 3317a' t0' 74' a4' w• lan'r 1w Ill. ��. I.C2+1+C2+1 3 @+1 3 14@+1+CZ+1 3 1+C2+1+C2+1 3 +CZ.i 3 14C2+1+C2+1 3 1+02+7+C2+1 3 C2+1 3 1+CZa7+C2a1 3 I+C2t2+@+1 3 C2+1 3 1+C2+1+@+1 3 iaC2+2+@+1 3 +@+1 3 taC2+t+C2.1 3 t+@+3+C2+1 3 +@+1 K1402++C2+1 3 UCZ+UCZ+1 3 1+CN3+C2+1 3 Md+1 3 1.C2+UO2+1 3 f+C2+3+2+1 3 C20 3 1+@+24C2.1 3 537AT a0' 7a' W or 10"Ir tea' 111' (V f+@+if02+1 3 C Z+1 3 I.13DUC2+t 3 14CZ+1+C2+1 3 @N 3 UCZ+itC2N 3 I+C2+14M+1 -3 C2+1 3 1+C2+1+02+1 3 1+02+2+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 a 1.C2s1aC2+1 3 t+@+3+C2+1 3 1+C2+2+@N a 14C2+UC2+1 3 1+02+3+C2+1 3 1+t2+2402N 3 1+02+1+C2.1 3 1+C2f34C241 3 1+C2r24@+1 3 i+C2+2+C2+1 3 67.1/6r Sr Ile 05• 70a319' for 11r 1+C2+iK2.1 3 1+C2+1+C2fl 3 1402+1+C Z+f 3 1+CZ+1+C2+1 3 1+C2+1.C2+1 3 1+02+1+GZ.1 3 1+C2+1+C2+1 3 1+C2+1+C2a1 3 1+C2+1+C2a1 3 1+C2+2t02f1 3 1+C2+1rC2+i 3 1+CZ+14C2+7 3 UC3.2+C l 3 t+CZ+2+C2N 3 1+02+"0241 3 1+03f3+C3+1 3 ta@+24C2+} 3 1+CZ+14@+1 3 1fC3+3+C3+1 3 14CZ+2+02f1 3 1+C2+14=+1 3 I+C3t3, 3+1 3 14C2.21@+1 3 1.02+24C2+t 3 SM7lr ar I or1+GW+C3+1 1+C2+1+02+1 3 1+CZ I+23+1 3 i+C2+UC2+1 3 i+C2+1+C2+1 3 14CZ+1+C2+1 3 I+C2+14C2f1 3 UC2+1+C2+1 3 1+C2+1+@tt 3 1+@+1413+1 3 3 1+C2+t.C2+l 3 t+(2+1+C2+t 3 1+C3+2+03r1 3 1+@+2+C2+1 3 1+@+1+Cg+l 3 1+P3+3t0+1 3 1+@+a.C2N 3 14C2+14C2+1 3 1+03+3403+1 3 1+C2f2+C2+t 3 1+C2+t+@+1 3 1+C3+3.C3.1 3 l.C2-2-C2+11 3 1 TABLE 13: Anchor Quantities, XOX, 1/4 -112 -114 whh Glass Typos D, I~ F, J, K & L OwTwl Wdlh (madi Hefphl An hs G.13A I Amlw GmtyB Amhn GmupC Headset° Jamb Heed&33 Jamb Head&alit Jamb 1) er 28 4C2a i +1 2 + +14C2+1 2 U@+ + + 2 1+C2+1+@+1 2 1+CS+1+@+1 2 1+CZ+1+@ft 2 74• fW 1+C2+2+C2.1 2 I+C2+1+@+1 2 1+a241+@+l a 1+C2+1+03t1 2 l"G2r1+C2t1 2 1+CZ+7rC2+1 2 w 1C1331a' 10 11' +C2.2+@M 2 1+C2+2+C2+1 2 1+C2+1.@+ 2 rC2r2+C2N 2 1+C Z+Z+c2+1 2 1+C2N+CZ+1 z I+C2+2+@+1 2 1+C2+2+C2+1 2 14C2+1+@+1 2 1+@+2+@11 2 UC2r2r@rt 2 i+C241+G2N 2 3a' 1+C2+1+@41 2 I+@+1+@+1 2 I+@tt+@t1 2 1+@+1+C2+1 2 I+CZ+1+02+1 2 1+CZ+t+C2+1 2 i+C2+2+@+1 2 t+C2+1+@+1 2 1+@+ +CZ+1 2 i+CZ+2+@+1 2 1+02+1+G2+1 2 1+C2+U@+1 2 M63-1/8' + 2+C2+1 2 +C2+2+@4 +C2+ +@+1 2 1+@+3+@+1 2 UC2f2+C241 2 1+@+2+@+1 2 1+C2+3+@+1 2 1+C2+2+@+1 2 14CZ+2+C2a1 2 1+C2+3+C2+1 2 I+CZ+2+CZ+1 2 1+C2f2rC2t1 2 m1w Sir 1+C2t14C2+1 2 1+C2+1+C2+1 1 2 t+t2+1+C2+1 1 2 1+CZ+1.C2+1 2 1.CZ+1+02+1 1 2 14f2+t+@+1 Z 74' ar 1+C2+2+C2a1 if@t2.C2•1 2 2 1+C20+02+1 t+GZ+U@+7 2 2 1+@+1+CN1 14CZ41+C Z41 2 2 115- 1083la• tOB' i 11• za-w 1.C2ra+C2+1 2 1+62+2+C2+1 2 t+@+1+@+1 2 1+C2+3+C#+1 2 1+C2+2+C2+1 2 1+CN2+Mfl 2 it@.3+C2+7 2 1+C2+2+CZ+1 2 1+C2+2+C2+1 2 1tC2.3f@+1 2 14C2+2+C2+1 2 14C2.2+(2+1 2 93.1lS. 87 �• 1+[2+1+C2*1 3 UO2f1+02+1 3 I+CZ+I+CZ+1 a 1+C1+1+C2+1 3 1+C2+I+C2+1 3 14@.14C Ul 3 7a• or er 10- a3B 1w• fit* i+C2+2+C2rt 3 14C2+7+C2+1 3 1+02.UCZ+t 3 t+C2a2+C7.+1 3 14C1+1+C'2+1 3 1+@+14C4tl 3 1+CZ+3+C20 3 UC2+2+@+1 3 144NtCZ+1 3 1+C2+3+C a l 3 1+42.2+52+1 3 1+@+2+C2+1 3 1+C2.3.C2.1 3 14CZ424C2.1 3 1+@.2+CZ+1 3 t+@r3+C2+1 3 14C2+2+C2+1 3 t+C2+2+@+1 3 63•1/80 er 74• li?6!8• 1+CZ+t+C2+1 3 14C241+@+1 3 1+C2N+CZ+1 3 1+C2+1+@+t 3 1+Q+1.C2+1 2 1+@.14C2+t 3 t+C42+C2+1 3 14C2+1+02+1 3 1K2+1+Ct+1 3 04' 1+C2+2+C2+1 3 i+C2-UC2+1 3 !�GM402+1 3 aC 10631a• 10a' 111• 1+C243+C2+1 3 UC 2+2+@N 3 I+W+14M+l 3 I+C3+3+C3tl 3 1+@+Z+C2+1 3 1+@+2+@+1 3 1+CC+3+C13+1 3 1+C2+2•C32+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1.C2+2+C2+1 - 3 t+C2+24@+1 3 63-Im 90' 74 a4' air 10ma' for lit, 64, 74@+1+C2+1 3 UQ+7+CZ+7 3 1+C2+1+CZ+1 3 1+@.1+C2+1 3 1.C2+1+CZ+t 3 1+C2+1+02+t 3 7.M42+C2+1 3 14C2+1+C2+1 3 1+02+1+@+1 2 1+C3+2+C3+1 3 14C2+1+02+1 3 I+C2+1+CM 3 1.C343+C3+1 3 1+C2+2t@41 3 1+C2+1+02+1 3 14C3+34C3+1 3 i+C2+2402+1 3 1+@+2+C2+1 3 1+C3+3K3+1 3 t+@42+C241 4 1+C2+I+C2+t 3 1+02+34C341 1 3 1 14C2+24C241 a t+C2+2+@+1 3 51.115• 60' T4• 34' w 10a315• 1w' 111• 60" 1+C2+1.@fi 3 1 1+02+1+C2+1 3 I+C2+1+1;2+1 3 I+C,YNtC2+1 3 I+C2+I+CZ+1 3 1.CZtl+02+1 3 14C3.24C3.1 3 1♦02+14=41 3 UC2+1+02+1 3 1+C3+2+C3+1 3 1+C241+CZ+l 3 1+C2+1+(2+1 3 1+C3f3.C3+1 3 1.02.2+02+1 3 1+C12+1+02+1 3 1+C3+34C341 3 t4@+2+02+1 3 1+C2+24C2+1 3 I4C3+3+C3+1 3 1+@+2+M+1 3 1+C2+1+C2+1 3 1+C3+3.C3+1 3 1+@+2+C2+1 I 3 1.C2+1+02.1 3 53-06• am or 1t@+1+@a1 3 1+C Z+1+C2+1 3 1 1+C2+1+@+1 1 3. I+C3r14C3+1 3 1+@+1+C Z+1 3 lt@+1+C2+1 3 74' 9a' ar 1o"v 10a' Itt• 1+C3.24C3.1 3 UCI+I+C2t1 3 1+C2+1+Cx+1 3 I+f3+24C3+1 3 1+C2+1+@+1 3 t+@.1+@+l a - 3 t+C2tx+C2+1 3 1.@.t+C2+t a 3 1a02+2+@+1 a 1+C2+2+C2.1 3 All 3 1+C2+2+C2+1 3 1+C2+2+@+t 3 3 1+@.2+@.1 3 1+C2+2+C2+11 3 TABLE KEY. X O x 1+C2+2+C2+1 3 -ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHORAT EACH OPERABLE VENT PLUS (2) ANCHORS AT FIXED SECTION. (8)ANCHORS TOTAL AT HEAD AND SILL (4" MIN. O.C. ANCHOR SPACING) 25 3/4' MAX. ----I F-4" MIN., 10-1/2" MAX. 9" MAX. X O X MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP /ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL• 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4' MAX. FROM CORNERS. JAMBS; W MAX. FROM CORNERS AND221/2". MAX. O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS. SUBTRACT 1' FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED_ 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED as camplying with the Florida Building Code NOANo. 17-0411.06 Expiration Got.12/21/2021 By Mlaml-0od rotlucl Control 3124M. UPDATED TABLE & ELEVATION. �1I m = [> 61 m O O wo A m f0 N Z 1,,• (m� rs W 7 w V W b R a V U 4B btCG 2 r col K d' 0 LL O X O in Z N X o O = Of z � ' Clil a1C1G tI7t 111111111/1j' �� �•��\ ONY•L.YNN ''�• ` T��� .• L10ENgF M'`�F NO.5B7Q5 ' t ��O�LI STATE O 1 " •.��� �i���l •'•�ORIDA,. •'' ��� il��G`` k A. LYNN MILLER, P.E. f P.E.059705 I