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Home My WebLink About15-0519.09 HR710Florida Building Code Online Page 1 of 4 Aion aOW,�e,= nas_#usx� . courtAer. rNrNp jjp-,ad SCIS Home ; Log In User Registration Hot Topic Submit Surcharge . Stats & Facts . Publications FBC Staff BCIS Site Map i Links Search Uusillesrk'l Professil Product Approval USER: Public User 0 Regulation i I I Product Approval Menu > Protluct or Application Search > Application Lis[ > Application Detail -3ile C1. 1 . Oq `J ✓ FL # FL242-R19 Application Type Revision Code Version 2014 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 PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows 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 Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/05/2015 Date Validated 10/16/2015 Date Pending FBC Approval https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL... 11/3/2015 Florida Building Code Online Date Approved of 10/20/2015 FL # Model, Number or Name Description 242.1 HR - 210 (Non -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 R19 C CAC 15-0609.05.odf Quality Assurance Contract Expiration Date 04/05/2017 Installation Instructions FL242 R19 lI 15-0609.05.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Page 2 of 4 242.2 HR - 510 (Impact) WinGuard Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R19 C CAC 15-0612.14.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/17/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R19 II 15-0612.14.i)df 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 - 610 (Non -Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R19 C CAC 15-0519.10.1)df 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 R19 II 15-0519 SO.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 - 710 (Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R19 C CAC 15-0519.09.odf 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 R19 II 15-0519.09.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.5 HR - 810 (Large Missile Impact) Multi -Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R19 C CAC 14-0320.04 LM.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/01/2017 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R19 II 14-0320.04 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: 242.6 HR - 810 (Small Missile Impact) Multi -Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R19 C CAC 15-0609.04 SM2.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/01/2017 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R19 II 15-0609.04 SM2.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.7 1 HR -2710M (Impact) ( Vinyl Horizontal Roller Window https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3 DGCgL... 11/3/2015 Florida Building Code Online Page 3 of 4 Limits of Use Certification Agency Certificate Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL242 R19 C CAC 15-0528.23 M.odf Approved for use outside HVHZ: Yes 12/23/2020 Quality Assurance Contract Expiration Date Impact Resistant: Yes Other: Please see the Miami -Dade County Notice of 12/23/2020 Design Pressure: N/A Verified By: Miami -Dade BCCO - CER Installation Instructions Other: Please see the Miami -Dade County Notice of information. FL242 R19 II 15-0528.23 M.odf Acceptance (NOA) for product performance information, Created by Independent Third Party: Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 1242.8 1 HR-2710MI (Impact) I Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R19 C CAC 13 1125.03 MI.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/23/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R19 II 13-1125.03 MI.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: Created by Independent Third Party: 242.9 HR -5410 (Non -Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R19 C CAC 15-0903.11.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 R19 II 15-0903.11.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: Created by Independent Third Party: 242.10 HR -5510 (Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R19 C CAC 15-0903.10.odf 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 R19 II 15-0903.10.pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Evaluation Reports Created by Independent Third Party: 242.11 SGD-2500 Window (Non -Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R19 C CAC 15-0609.09 WDW.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2018 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R19 I1 15-0609.09 WD4V.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: 242.12 SGD-770 Window (Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R19 C CAC 14-0320.03 Window.odf 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 R19 II 14-0320.03 Wlndow.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: Bads Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EE0 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 https://floridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL... 11/3/2015 Florida Building Code Online Page 4 of 4 electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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: WOHN CrectitSArFE https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL... 11/3/2015 M A MIAMI-DADE COUNTY M11 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) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.gov/economy PGT Industries 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 "1IR-710" Aluminum Horizontal Rolling Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 1 I of 11, dated 02/28/06, with revision F dated 05/14/15, 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 and renews NOA# 11-1114.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MtarrFoane caurrrr NOA No. 15-0519.09 Z0 Expiration Date: December 21, 2021 777/1415 Approval Date: July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision F dated 05/14/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 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 NDA No. 07-0815.09) 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) 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) 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-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) v Manuel Pre , P.E. Product Control miner NOA No. 15-0519.09 Expiration Date: December 21, 2021 Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 05/14/15, 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. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS L Statement letter of conformance, complying with FBC-5`h Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. 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. (Submitted under NOA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No.. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-1114.04, issued to PGT Industries for their Series "HR -710" Aluminum Horizontal Sliding Window - L.M.I., approved on 02/16/12 and expiring on 12/21/16. Manuel P e , P.E. Product Control Wminer NOA No. 15-0519.09 Expiration Date: December 21, 2021 Approval Date: July 092015 E-2 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW Al PVB' _ 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT. GLASS TYPES G THRU L MUST HAVE A TEMPERED_ GLASS CAP. KURARAV eUTACITE PVBINTERLAYER A. 5116' LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A.090' •PVB" INTERLAYER. or SAFLEX PVB INTERLAYER BY B. 5/16" LAMI CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A.090" "PVB• INTERLAYER. EASTMAN CHEMICAL COMPANY C. 5116" LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH A .090"PJB' INTERLAYER. D. 7/18' LAMI CONSISTING OF (2) LITES OF 3116 -ANNEALED GLASS WITH A.090- "PVB" INTERLAYER. E. 7116" LAMI CONSISTING OF (1) LITE OF 3116• ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A.090- •PVB• INTERLAYER. NOA DRAWING MAP F. 7116' LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A.090- "PVB' INTERLAYER. SHEET G. 13!16• LAMI IG: (1) LITE OF i/6' OR 3116' ANNEALED (MIN.) GLASS, 5116' OR 3/8' AIR SPACE AND 5/16• LAMI GENERAL NOTES ............. 1 CONSISTING OF (2) LITES OF 118• ANNEALED GLASS WITH A.090- •PVB" INTERLAYER. GLAZING DETAILS ............ 2 DESIGN PRESSURES.......3 H. 13116" LAMI IG: LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 5116' OR 3/8' AIRSPACE AND 5116• LAMI CONSISTING OF (1) LTTE OF 1/8" ANNEALED GLASS AND 0) LITE ELEVATIONS ..................... 4 (1) OF 1/8' HEAT STRENGTHENED GLASS WITH A .090' •PVB' INTERLAYER. VERT. SECTIONS ............ 5 HORIZ. SECTIONS ............ 5 I. 13116" LAMI IG: (1) LITE OF ltS" OR 3116• ANNEALED (MIN.) GLASS. 5116" OR 3/8' AIR SPACE AND 5/16' LAMI PARTS LIST_... ......... _....... 6 CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A.090- PVB" INTERLAYER. EXTRUSIONS.. .................. 7 CORNER DETAIL .... _...... . 5 J. 13116' LAMI IG: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS. 3/16" OR ;'4" AIR SPACE AND 7/16" LAM! ANCHORAGE .................... 8-11 CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A.090- -PV8- INTERLAYER. K. 13/18' LAMI IG: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 316' OR 1/4' AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH A.099- -PVB- INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 118" OR 3116• ANNEALED (MIN.) GLASS, WIT OR 114" AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITE$ OF 3116" HEAT STRENGTHENED GLASS WITH A.090" "PVB• INTERLAYER. 2. CONFIGURATIONS. OX. XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. AFFA. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NO• REQUIRED. MIODUC9NBVIS6D canil�IYJW whh the Fbri4e B. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. nu�lenN cox 7. REFERENCES. TEST REPORTS FTL�858. FTL-4859 AND FTL.5330. ELCO TEXTRON NOA'S 0 M ie a roMcl Cenyot" QANSI/AFB,PAND$ FOR WOOD CONSTRUCTION F ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY QHURRICANE ZONE (HVHZ). D Y�1 LYNN 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TV PES G - L SHALL HAVE A TEMPERED 1. G. GLASS CAP. BOTH THE OP AND ANCHOR QUANTITY REMAIN UNCHANGED. ` SZO,•``aNSF.FR 1, No. 58706 — :.G' -7�� LM b1M}5 F 67H EDITION f1 FBC UPDATE lora recnRwocv oeNE KIENICE.-75 v0.9. 152A rg1(O $S.RJe2r4 V4Ibl7 Bertae GENERAL NOTES UM.HORIZONTALROLLER WINDOW,IMPACT '�O,c: •.,• Fi�LLD�.a(�': ��5'SIONAk-L��` ArLJIL11wtlL'ldlae ______ P.D•sems 1J. E FBG 1010 COOS CHANGE �1mmn J.R. 62MH1 O ADDED H7 CAPTCT BETEMPERED n70RNOIE. er aiwwr� HRno NTS t • 11 4127.10 �. F_ -_. aw ,.,— I • KURARAY BUTACIT PVSINTERLAYER • a SAFLEX PVB INTERLAYER BY 21 50 21 50 EASTMAN CHEMICAL COMPANY 53 LiA 1GLnASS BITE 55 GLW NON, ASS BITE a EMARBE IORTERJ) —__T VB' ANNEALED OR HEAT STRENGTHENED GLASS .090PV8 INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 6/18' NOM. 5/16" LAMINATED GLASS 112' NOM. GLASS SITE 86,67,68,69, [Z 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .098 PVBINTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 8118" LAMINATED 6118" OR 318' AR SPACE 118" OR 3/16' ANNEALED OR TEMPERED GLASS QD 13116' NOM. 13/16 LAMI IG GLASS W/ 5/16" LAM! HEAT STRENGTHENED GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 7/16" LAMINATED GLASS u NOM. GLASS BITE 72,73,74,75,76,77 3118"ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 3/18' ANNEALED OR HEAT STRENGTHENED GLASS 7/18' LAMINATED 3/18' OR 114' AIR SPACE 1/8' 0c 3/16' ANNEALED OR TEMPERED GLASS& 13/16' NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI ®FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G • L SHALL HAVE A TEMPERED 1.0. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. Pa eox INa ALUM. HORIZONTAL ROLLER WINDOW J NOR0M9, Ft JI])+ V4/Ay BeraT �rar r or"a. rano __ Ful! 1 + it 4127-10 PRODUCT REVISED u..o'I .hbBr FV+Id" A�eva"o" w 15-P-119 �q 1 ' la, Dae 2D1 ey LYNN M/tA'6 � 1•T . \�GENgB '. Pq �� Nu. 50705 A� .. S are r . ALYMI Ml A P.E. v.eI— TABLE 1. XOX (1/4,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) GLASS WINDOW HEIGHT TYPE 26" 38" 383/8" 48"506/8" 64" BO" 63"A,B,G,H 0 OR INSTALLATION IN +60.0 60.0 +60.0 1 -80.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 -60.0 +60.0 -60.0 EWIDTH A,B,G,H +60.0 60.0 +60.01 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +58.8 •58.8 +56.2 -56.2 A,B,G,H +80.0 60.0 +80.0 60.0 +60.0 , 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +55.2 •55.2 +52.3 -52.3 THE HVHZ ABOVE 30 A,B,G,H +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +600 60.0 +54.6 i -54.8 +51.7 ? -51.7 FT, GLASS TYPES G- 1 SHALL HAVE A A,B,G,H +60.0 60.0 +00.0 60.0 +60.0 60.0 +80.0 60.0 +60.0 60.0 +59.5 69.5 +53.6 ' -53.6 +50.9 -50.9 TEMPERED I.G. GLASS CAP, THE OP UP TO 111" C,1 +60.0 :. •80.0 BOTH AND ANCHOR DEF UP 70111" J K L +75.0 1 -75.0 QUANTITY REMAIN UNCHANGED. TABLE 2. XOX (1/3,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHIS UP TO 63" TO 88 7/18" q,B,C,G H I +60.0 i 60.0 88 7/16" D,ETO J,K'�' +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 36" 38 3/8" 48" 506181, 64" 80" 83" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 1 _75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.01 -75.0 +75.0 -75.0 MODUCi RNVtSID NY'"F .vi,h,M Fbride 86" A,B,G,H +75.0 -75.0 +75.0 ' -75.0 +75.01 -75.0 +75.0 -75.0 1 +75.0 i -75.0 +75.0 -75.0 +74.2 i -74.2 +70.2 •70.2 72" A,B,G,H +75.0 -75.0 +75.0 •75.0 +75.0 1 -75.0 +75.0-75.0 +75.0 , -75.0 +75.0 -75.0 +69.6 ! -69.6 +65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.01 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 68.1 +63.8 ; A�W.8 n"! p;,", ( W O" mNw, as 2 Ue Ynb"c, UP TO 74" C,D,E,F, +75.0 ! I,J,K, L GLASS TYPES: TEST REPORT FTL-4858 (ADX), FTL-4859 (OX 8 XO) AND FTL5330 A. 5/16" LAMI - (118" A,.090.1/&'A) B. 5/16" LAMI - (1/6' A,.090,1/8" HS) C. 5/18" LAMI -(118" HS, .090,1/8" HS) D. 7/16" LAMI -(3/16" A, .090, 3N6" A) E. 7116" LAMI - (3116" A. .090, 3116" HS) F. 7/16" LAMI -(3/16" HS, .090, 3/16" HS) G. 13116" LAMI IG-1/8" OR 3/16"A (MIN.), 5118" OR 3/8" AIR SPACE, 5/16" LAM[ - (1/8"A, .090,1/8"A) H. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5116" LAMI - (1/8"A, .090,118"HS) I. 13/18" LAMI IG-1/8" OR 3/16"A (MIN.), 5116" OR 3/8" AIR SPACE, 5/16" LAM[ - (1/8"HS, .090,1/8"HS) J. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116"A, .090, 3118"A).,, K. 13/16" LAMI IG-1/8" OR 3116"A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3116"A,.090, 3/16"HS) L. 13116" LAMI IG-1/8" OR 3/16"A (MIN.), 3116" OR 1/4" SPACE, 7/16' LAMI - (3/16"HS, .090, 3/16"HS) `W N Mi r LYNN Aq"\ ��1ZA�,, x ; ` "c.: No. 50705. K ./ STP,C 'Vo'- r•//�Ot�L�py1q rll6bae p£ L.M. Nf4fo F NO CNANOE 7NI99NEET o,o,ecNNwoereae N VENICE. f-a�n5 Pc.ao.,sm NORw.s. n �•n• wrrey a-Na�ro DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW IMPACT J.J. fG'17lit E NO CHANGETN188NEET ---- JJr. NAMi o AUCEGroCMroSETEUPEREo .9oFTN07E �,�,,,, _ -- NTS 3 " 11 1127-1G F FX. 1RQAo JJ. MM 27 30" 27 3V 27 US" MAX. DLO 6461lrMAX.DLO FIXED MAX. DLO MAX, OLD VENT VENT FIXED D D ............... ----------- IF 0 0 DL 71IX-EDDL 0 ........... 85 7115' MAX. WIDTH I.F. FRAME 110' MAX. WIDTH I.F. FRAME 7116- MAX MOTH FLANGE FRAME 111' MAX. MOTH FLANGE FRAME DETAIL B - X.Ox (1/4-1/2-1/4) DETAIL C - XOX (1/3-113-1/3) NOTE: 33WINI'MAX . 33 5115•MAX.1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED C DLO VENT . . .................. SEALANT OR GASKET FLANGEAT HEAD AND SILL FRAME FFALL 15 67 3V w CONFIG. 15 AX I.F. FRAME PRMUCTMVISED DLO ALL M DLO F VENTSALL IXED 62 MAX. UrES IFF.. . F. FRAME L( ALL BY CONFIG. Arodaet L 13 FLANGE FRAME 73' MAX. WIDTH I.F.FRAME VIEW D-D 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO (FRAME CORNER CONSTRUCTION) LLL r14n5 F OV" 7M SHEET 1070 MC�L� D" ELEVATIONS STAI E Or PADCMANGETW6NEET i I I P.o.wxl>zc jUM. HORZZOAMAL ROLLER IVINDOW, IMPACT ramp NTSJ 4 - ff 4127-10 1 F P"UX6 77 mm 1= r—maw I MAX HEIGHT FLANGE FRAME MAX. LJ SECTION C -C (VERTICAL SECTION, FLANGE FRAME) INTERIOR —� Fes— MAX. FIXED DLO -moi 1 - MAX. V410TH (FLANGE FRAME) 19 SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) �- MAX. FLXED DLO --� I-- MAX. VENTDLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL SECTION, I.F. FRAME) HEAD (VERTICAL SECTION, LF MAX. VIENT DLO PRODUCT REWSNJ m ..Ptyft wdh A. 111.1" oMidw4Ot6 Dm DP J.R. D �. 7M8 h0h0Ml4, FL Mtn VWbf7 Bt[M """ awr AlYlN Af121C P.E. F.K 2/1608 JJ. Y13UN NRlid f1e11 5 + 11 4127-10 F P.EIaNm MN DWGN DESCRIPMON MAILFAA nIM DWON REV DESCRIPTION MAIL PM 1 4102 A FLANGEFRAMEHPAD 6063-T6AL66 AS5 13116" LAMI IG1/8"A MLN. 3/8"AIRSPA 5116" LAM] 1/8"A .090PVB 1/8"A 2 4025 SASH STOP STD. ANTI LIFT (ISP 6063-T5 AL67 13/16" LAMI 10118"4 MIN. 3/8" AIR SPA 5116' LAMI 1/8"A .090INB I/8"13S 3 k8 X 3/4 PH. PAN HEAD 68 13/16" LAMI IGl/8"A (MIN.), 318" AIR SPACE, 5116" LAMI I/8"HS,.090PVB, I/8"HS 13116" LAMI IG -3116'A (M M.), 5/16" AIR SPACE, 5/16' LAMI (ll8"A, .090 PVB, Vs- A) 4 4053 SASH STOP COVER SASH STOP 6063-T5 AL69 13116" LAM] 103116"A IN.), 5/16"ABR SPACE. 5116"LAMI 1/8"A..7 6 4136 FIANCE FRAME SILL 6063 -TG AL70 13/16"LAMI 103116"A(MIN.). 5/16"ABR SPACE5,5/16"LAW(I/8"HS,.090 PVB, U8"HS8 4137 SILLADAPTOR 6063-T6 AL1 " 13/16"LAMIIGl/8"A IN. 1/4" AIR SPACE, 7116' LAM[(3/16-A,.090P 3116"A 4131 ROLIERTRACK 6063-T6 AL72 73 113116" LAMI 1Gl/8"A IN. 114' AIR SPAC$7/16"LAM I 116"4.090 3/16"HS 10 71298 WIiR HOLE -COVER POLYPROP. 71298 SPA�,7/16"LAMI O/16'HS, .090 PVB, 3/16"HS IN. 3/I6'ABR SPACE7116' LAMI 3/16"4,.030PVI, 3/16"A13/16"LAMI 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PADI626 13 4002 A FLANGE FRAME JAMB 6063 -TEAL 61222513!16^LAM11G3/16"A IG3/16"A IN.,3/16"AIRSPACE,7/16"LAMI 3116"A,.O%PVB, 3/16"H314 4134 CIASKEI'FOR MAMPRAMES1l]-JOIN( 74I34VJ/K13/16"LAMI 103116"A IN.), 3/16"AIRSPA 7/16"LAMI(3J16"HS,.090PVB,3/l6"HSl5 1155 M6X 1.000 UAD PN. SMS 781 A SCREEN FRAME OR&VER. 3105-H14AL16 4110 G SCREHJADAPTOR 6063-T5 AL 641100 %4,..13/]6"LAMIIG7/8"�MIN�1/4"AIR SCREEN CORNFRKEYWAUNCS POLYPROP. 17 4054 H FD03OMEErlNORAIL 6063HD-TEAL 64054A Sdti1•TICORNHRKEYW/OUTRIN(S POLYPROP. 19 4066 WSTP.. 187 X.230 FIN SEAL 64066G SORFEN SPRING ST.ST. 21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 612740 SCREEN SPLINE-.135DIA. FOAM EM PVC 22 1683 WSTP..250 X.2708AC FIN SEAL 616830 SCREEN SPLINE -.135 DIA. HARDFMPVC23 2251 ROLSERHOUSING&G=E 42112HD samN CLOTH 24 226 IBRASS ROLLER WHEELS BRASS ?BRW H1.2 2.710 2824 082 41 I.F. FRAME HEAD 94139, 606376 2.784 .062 3.t62 062— 1.988 43 I.F. FRAME JAMS M4141, 808376 L2.710 I.F. FRAME SILL O M4140, 6063-78 29 4128 JHORIZCNTALROLLER SASH TOP GUIDE POLYPROP. 44121N] 32 4006 D ISASHMEETTNORAIL 6063HS-TEAL 64" 33 1235 JWSTP.1.170XH708AC'K, FIN SEAL 771096 35 10% [SWEEP LATCH DlE-CAST 71096 36 1016 MSX .625 PH. FL SMS 7858 37 4126 JSASHS.IDERAIL 6063-T5 AL 64126 38 1683 WSTP..250 X.270 BACK, FIN SEAL 61683G 39 7070 JBULB WFATHERSTRIP.187 X.275 67070K 40 ILIFT RAI, COVER CAP 74078"C'LORR 41 4139 11T.FRAMEREAD 6063-T6 AL 64139 42 4140 1I.F.FRAMESILL 6063 -TEAL 64140 PURODUCI'RLNISGD glriywNhMPhIN ewml„ "'I ��" � *ety Peace 43 4141 IT.F. FRAMEIAMB 6063 -TEAL 64141 50 1 GLAZINGSW DOW 899 995 OR UIVALENT 51 1221 1 VINYL, CIA ZING BEA D BULB CIC 6TP247W 52 1225 VINYL CLAZINOB DBULBORM 6TP24SK 53 4039 B CEAZINGBEAD-S/l6" 6063-T5 AL 640398 54 4094 B (LAZING BEAD -5116" W/GULL KIT 6063-T5 AL 644703 55 4222 A (LAZING BEAD -7116" 6063-T5 AL 64222 56 965 C GLAZING BEAD -7/16" W/GRIL KIT 6063 -TS AL 6985 59 4067 (LAZING BEAD -13/16' 6063 -TS AL 64067 60 (LASS 5/16" IAMt 116" A .090PVB 1/8" A LYNN YN14!/ '1 ��^1y,OH ENSE'<lFq •' '"':• No. 58705 - !! _ "'4'• u- '' i -'(S 1 /!/ 61 5/16'LAMI I/8"A,.090PVB V8"H$ 62 5/l6" LAMI 1/S" HS .090PVB 1/8" HS 637/16"LAMI YI6'A .090PVB,3/16'A 64 7/16" LAMI (3/16" A,.090PVB 3/16" HS)42 65 7/16" LAMI 3116" HS .090 PVB, 3/16' HS fW4115 F NO LYNNOETNW &LEFT 7/11 E NO C}WK3ETFS68NEET to/o *EGxrgLOOY DIIi"E x. rExKE,n NnsPo xIszo B9 ILP.E.Ieefae PARTS LIST ALUM. HORIZONTAL ROLLER W/NDOW IMPACT RVANX5PM. �Llu, 621Yr1 O ADDED TO OURS TYPES 9!1608 J.J. Y13NM .052 1. 73 I �3 O FLANGE FRAME HEAD #4102k 8063M L —4-062 .490 O SASH STOP 94025.OW3-T5 L9012 21 SASH TOP &BOTTOM RAIL #N33,80653T5 .050 K .678 ,.D96-+—•-( -T 54 GLAZING BEAD, 5/16" #40448. 606345 (USED W/ GRILL KIT) 3,12 'L O FLANGE FRAME SILL #4136,8083 -TB .% .081 .437 x-1.46 O HORIZ. ROLLERT RACK #4131,805378 24 79 .0027 1.061 32 SASH MTG. RAIL #4006D, W63HS-T6 Lo -- .576 1.096-1�T 55 GLAZING BEAD 7/16" #4222A. 6063 -TS P.O.Fp%IbH MOKOM13, R 9x74 �•{ 1.187 .062 3.190 O FRAME SILL ADAPTER 94137,6083 -TB 1. 87 .082 I -X1.403' -I 17 FIXED MEETING RAIL #4054B. 8083RD -T6 2. ZB 1. 9 1.291 37 SASH SIDE RAIL #4126, W63 -T5 .050 _ IL 1.115 �----I T 56 GLAZING BEAD, 7/16" #9850,8063 -TS (USED W/ GRILL KIT) 1 bi*&,— P0O4 .1338 O SASH STOP COVER #4053.5003 -TS (r-2.784---1 .082 13 FLANGE FRAME JAMB #4002A. 6063Te .878 1.098+ -moi 53 GLAZING BEAD. 5/16" #40398. 6063T5 .583 .050 T-1.097 59 GLAZING BEAD, 13/16" #4067,8063-T5 7 -11 I 4127-10 PKOtKIcr KEVISIW pyim.db .vkna �J'ONy IVNN ,y,�'r. No. 58705 St Tr..w r �� ANCHOR QUANTITIES, XOX 1/44ZIA WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: GLASS TYPES A.S,C,G,KI GLASS TYPES D.E.F.JK,L 2.3. WOOD 2 GONG 1, CONC 2, 7, WOOD 2. CANC 1, CONIC ANCHOR M[ 1 -1/4' ELCO iAPCONS 2 -114' ELCO SS4 CRETE -FLEX 3 - 512 STEEL SCREWS (GS) a SUSSTRATO ES ZONES ZONES ZONES I ZONES ZONES Q 2. GLASS TYPES: FOR INSTALLATION IN TME HVHZ ABOVE 30 0.5118' LAMI - (116' A,.090. 1lB' A) WINDOW SR[ q qm w m I3 a 68.1 HEAD d SILL HEAD 8 SILL HEAD a SILL Y HEAD d SILL HEAD d edl HEAD FT, GLASS TYPES G - L SMALL NAVE A B. 5/18' UMI (1/C A,.090,118' NS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND C. 5/18" LAMI - (118' 115,.090, 1l8' HS) 53.125 x 38.375 I#M+I+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1; 2 0.7/18' LAMI • (3116' A,.O90, 3/16' A) ANCHOR QUANTITY REMAIN UNCHANGED. 46.000 1+C2.1+C2+1 3 1+C2+1.C2.113 14C2+1.C2+1 3 1.C2r1+C2+1 3 1.C2+1+02+1 3 14C2.1.C2+1t J E. 7118' LAW - (3110'A..090, 3117 HS) F. UMI • HS) 31-746'OR3118'-(6MN.),5118'OR 60.625 1+C2+1+C2+11 3 1.p41+C2+1 3 1.C2+1+C2+1I 3 i+p.1.C2+1 3 1+C2.1+C2+1 3 1+02+1.02+11 J A - i 8* OR 3116'0. 13/1 A 3A)'SPACE,5/18"LAMI-(1!B'A,.OBO, IVA) G. 116'LUMI 54.000 1+03+1+C2+1 3 1.p+1+C2+1 3 1+C2+1+C2+1 3 t+C2.1+02+11 3 1.1-2.1.C2+113 t+C2H+C2.I i H. 13/16" LAMI IG -1/6' OR 3118" A (MIN.), WIS' OR 3I6' SPACE, 5/16" LAMI - (116" 0..090. 110' HS) 60.000 1+C2+1+C2+1j 3 j 1rp+1.C2+1 J 002++102+17 J t+C2+t+C2.1 3 t+03+1+02+1 3 1+02+1+p+1! 3 J. 13/16' LAMI IG -11. 13116'LAMI IG - 118' OR 3116' A (MIN.), 3118' OR 111' SPACE, 6316' LAMI - (3/18' A.090, 3/18' A)) 63.000 14C2+14C2+1i 3 t+C2+1+C2+1 3 1402+1+02+1 J 1+C2.1+C2+1 3 1.C2.1+02+1 3 t+C3+1+C3+1 3 K. 13118' UMI IG -1/8' OR 3116"A (MIN.). 3118' OR 1!4' SPACE, 7/18' LAMI - (3/18' A,.0110, 311W HS) L. 13/16' LAMI IG • 1/8' OR 3/18' A (MIN.), 3/16" OR 114' SPACE, 7/18' LAMI - (3/18' HS..090, 3118' 113) SOA00 a 36.375 1+C2+1+02+/ 2 1+C2+14C2+1 2 I+C2+t+C2+1 2 14C2+1+C2+1 2 1+02+1+C2+1 2 1+02+2+02+1 2 48Cm 1+C2+1+C2+1 3 1+C2N+C1+1 3 1+02+1+02+1 3 1.02+1+C2+1 3 1+C2+1+C2.1 3 1+C2+2+p+1; 3 3. WINDOW ANCHOR OUANTRIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN. GO TO NEXT LARGER WINDOW IN TABLE. 1+02+1+02+1 3 1+02+1+03+1 9 1+C2+1+C2+1 d 1+C2+14C2+1 3 iK2+1+02+1 3 1+0+12+02+11 3 60.825 54A00 4.G2+1+C2+1 3 1.C2.1+C2+1 3 1+02+1.C2.1 J 1+C2+1+C2+1 3 NC2+1+C2+1 3 t+C2+2+C2+11 3 HEAD a SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 80.000 1+C2+1+C2+1! 3 t+C2+1+C2+1 3 1+C2+1+C2.11 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C3+2+GN11 3 26 MAX.MAX. FROM CORNERS. JAMBS: 9' MAFROM CORNERS AND 22 1/2' MAX. O.C. 83.000 14C2-1 - !.I 1+C241+C2+1 3 t+C2+1+C2+1' 3 1+C2+1+C2+1 3 1402+1+02.11 3 1.C342+p+1, 3 TABLE KEY: 74.000. 38.375 1+C2+2+02+1! 2 1+C2+1.C2+tj 2 1.p+2+C2+1� 2 1+C2+2402+1 2 14C2424C2+11 2 1+C2+2+02+1, 2 0( O 1.C3+4+C3+1 3 ANCHOR QUANTITY PER JAMB 46.000 1+0242+C2+1 3 1+C2.1+C2+1 3 1.02+2+C2+1 31+C242+C2+1 3 t4C2+2+C2+1;3 1+02+2+C2+i 3 50.825 t+C2+2+02+1 3/+C2+1+C2+1 3 1+C2+24C241 3 1+C2+2+12+1 3 1+C2+2+02+1 3 1+C2+2+02+1 3 HEC AND SILL ANCHOR QUANTITY. MGM t+C2+2+0241 3 1+p++1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+02+2+02+1 3 1.03+2rC01 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS 50.000 003+2+C2+1 3 1.C20.p.1 3 1+C2+2+C2+1 3 1+02+2+C241 3 1+C2+2+C2+1 3 1+C3+2+0+1 3 V ANCHOR AT EACH OPERABLE VENT 63.000 1+03.2+02+1! 3 1402+1.03.1 3 t+p+2+03+1 $ 1+03+2+C3+1 3 1+02+2+02+1 3,1+0 7+2+03+1 3 PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL 64.000x38.376 1+C2+2+C2+1 2 14C2+2+C2+1 2 1+C2+2+02+1 21+C2+2+02+1 2 1+C2+2+02+1 2 1.C2+3+C2+1 2 411.000 140342+C2+t J 1402+2+C2+1 311+ 02+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+CZ+1 3 I.C3+3+p+t 3 (3' MIN. O.C. ANCHOR SPACING) 50.625 t+C2+2+03+1;3 1+C242+C2+1 3 HC2+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+02+1 3 1+G3a3+C34113 54,000 t+C2+2+C2+1j3 t+C2+2+02+1 3 1+C2424C2+1 3 1+C2+24C2+1 J 14C2+2+C2+1 3 1+04+3+G+11J 23314'max. --�( �3' MIN. 50.000 83.000 t+p+2+C2+1 3 1+02+2+02+1 J 1+p+2+03+1 3 1+03+2+CJ+1 3 1402+2+02+1 3 1.043+0+11 J NC2.2+C2+1 3 1+02+2+CL+t 3 003+2+CJ+1 J 1+03.2+03+1 3 1+C2.2+C2+1 3 1+0+3.0+113 -- 4 --4---f- 1 9'REF. X o_ x - PNMtIC° KEVMED tOS.a7SX 38.376 1402+2+C2+112 1+C242+C2+1 2 1+C2+3+02+1 2 1+C2+3+02+1 2 1+C2+3402+1 2 1+C2+4.C2.1 21 `-�_ mmnplyirywnbtlrFMd4 46.000 14C2.34C2.1 3 i+C2+2+02.1 3 1+C3+3.03.1 3 1+C3+3+C3+1 a 1-024-02+113 1+C3+4+03+1! J Bnikin3 CbA MTG. RAIL. TYP. .15µm« N° -0Iq•OQ21 60.628 1+03+3.C2.1 3 1+C2.2+C2+1 31 1+CS.3.03+1 3 11+C3,UC3+1 3 1+C3+3+C3+1 3 1.03444C3+ti 3 EXAMPLE CLUSTER W/ QTY. OF (3} ANCHORS pnviian0ot- a.o00 1.p+3+ca.1 3 1+02+2+C2.113 1+C7+S+C3+1 3 1+03+3+03+1 3 Hp+J+W.1 J 1.CIN+G+1j 3 (SHOWN IN TABLE KEY ABOVE) °y 00.000 1+C3+3+03+1 3 1+C2+2+C2+1 3 140443404+1 3 1+C4+3+C4+1 4 1+C343.M l 3 1.C4+NG4.1. 3 63.000 1+03+3+C3+1 3 1+C2+2+02+1 3114C4+3+04+1 3 l4C413+C4+1 4 1+C443+CNl 3 1+C5+4+05+113 253/4'MAX. 711.0001 38.375 1+0243+C20 2 1+C2+2+C241 2 1+C2.3402.1 2 t+C2+3+C2+1 3 1+C2.7+C2+1 2 7+02+4+02+1 Z L 112' TYP. --il h-3'MIN. 46.000 1.C2+3+C2+1 3 1+C2+2+C2+1!3 1+03+3+CN1 3 1+03+34C3+1 3i1+C2+: C2., 3 1+03+1.0+1 LYNN/!/ 50.825 1402+34C2+1 3 t+C2+2+C2+1 3 1 1+03+3+03+1 3 1.C3.3+C3.1 b 1.C3+3+C3+1 3 14C344+C3+1 3 - A 1!0+150° '-EP 81.000 1+C3+3403+1 3 1+C2+2+02+1 3 1+03+3+03.7 3 1+C3+3403+1 3 1+03+3+C7+1 a 1+04+4+04+1 3 _ ~ 58705 •;! I'D OW 7+03+3+03.1 3 1+C2+2+C2N J 1+04+3.C4+1 3 1+C4+34C4+1 4 1+C3+3+0a.1 3 14C4+4+C4+11 a MTG. RAIL.. _ _ 63.000 1+C3+3+C3+1 3 1+02+2+C2+1 3 1.04++10+1 3 HG.J+CNf 4 1+04+3+0+17 3 1+ca+4+G+1! 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS _ z j7'.• 7 IS 'Iu r III ANCHOR4GESPACINC2 XOX(114-112-114)%nT-'•. _ '� �(�, ;..LOi1OP.-�(j ALUM HORIZONTAL ROLLER WINDOW IMPACT �q��Clt;" ~"� A PEA SSM P.E. 7wno NTS 8 + 11 ~�<}Y7.10 F a6J15Nos LM. df4H6 v NO CIUNGe7Hrem+EEr E NOOMW THIS SWET o AOOEDroCAPT011ETI91PERE0 .30F7NO7E. J.J. 3/15911 IoMTEC o1G,msn'E Po.5ox,52F NDxOMS, FL 34T1 VG/57l Beller JJ. 1q'17/if Now J.A. mrvn YIIY FK 1/1a06 ANCHORQUANIIIIES XOX111.113.1!3 WINDOWS ANCHOR Tyii GLASS TYPES A,S,O,H GLASS TYPES CID., 2,3, WOOD 2, CONIC 1, CONC 2,3. WOOD 2. CONC S, SLOSTRAT8 ZONES ZONES ZONES ZONES ZONES WINDOW SIZE V H HEAD 6 SILL, HEAD 6 SILL 1, ol HEAD 6 SILL HEAD 8 SILL HEAD 8 SILL 48.000x 38.376 1+C7+1+02+11 2 7.C2+1+01+1' 2 !!Cl+1+C2+1 2 1+C2+HC2+11 2 1+02.1+C2+ 18.000 HC241.C2+1,3 t.C2+14C2+1 3 1+02.7+02+1 3 1+C2+1+C2+1!3 t+C2+1402+ 60.826 1+C2+1+C2+1 3 1402+1.02+1 3 1+C2+1+C2.1 3 1+C2+1.C2+1 3 1+CZ+1.C3+ 64.000 1+C2+1+C2+1 3 7+C2.1+C2.113 I+C2.1.C2+1,3 1+C2.14C2+113 1+02.1.02. 60.000 HC2+1402.1 3 1+C2+1+C2+1:,3 1+C2+1+C2+1 3 1+C2+t+C241 3 1+02.1+C2+ 83.000 14C2♦1+C2+13 1+C2+1+C2413 1+C2+1+C2+1 3 1.C2.HC2+1 3 1+C2.1.C2+ 53,126x 38.376 1+C2+1+C2+1 2 1+C2+1.C2.1127+C2++1+C241j2 1+C2+t+C2+1'2 1+02.1+02+ 48.000 1+C2+1+C2+1' 3 1+C2.14C2+11 3 1+C2+14C2+1f 3 1+C2+1+C2+11 3 t+C2+1+C2+ 30,626 I.C2.1+C2+143 HC2+1+C2+11 3 1+C2+14C2+1 3 1+C2+1+03+1 3 1+C2.1+C2+ 64.000 1+52+1.C2+1 JS 1+C2+1+02+1; 3 14C2+1+C2+11 J 1+C2+1+C2+11 3 i+C241+C2+ 60.000 1+C2+1+C2+1 3 I.C2+I+C2+ti3I.C2+1+C2+1 7 1 1+C24/+C2-i 3 1+02.1.C2+ 83.000 HC2+1+02+1 13 1+C2+1+C2+1; 3 1+C2+1+C2+1i311+C2+1.02+113 1.02.1+C2+ 80.000x38.376 1+02.1+C2+1121 t+C2+1+33.1 2 14C2+1+C2+1!2t4C2+1+C2+112 1+C2+1+C2. 48.000 HC2+/.C2+1'3 1+C2.1.C2+1.3 1+C2+HC2+1 3 1+C2+1+C2+1 3 7402+1+C2+ 60.626 1+02+1.C2+113 1.C2.1+02+1 3 /+C2+1+C2+1 3 1+C2.14C2+1 3 1+C2+1+C2+ 64.000 i.C2+1+02+173 HC2+7+C2+113 t+C2.1+02+1 J 1.C2+1.C2+1 3 1+C2+1+C2. 60.000 81.000 t+C2.1+C2.1' 3 1+C2+1+C2+11 3 1.C2+1+C2+1 3 1+C2+HC2.11 3 7+C2.1.C2+ 1+C2+HC2+1' J 1+C2+1.02+t' 3 1+C2+1+0+11 3 1+C3+7+01+1 3 1.C2+14C2+ 66.000a 38.376 1+0241+C2+112 HC2+1+C2+1 2 HC2+1+C2+1 2 1+C2+1+C2+112 1402+1+C2+ 48.000 1+C2+t+C2.1.3 1.02+1+CS+1'3 t+C2+1+C2+1 3 1+C2+1+02+1'3 1+C2+1+C2+ 60.626 HC2+1+52+113 I+C2.1+C2.1 3 HC2.1+C2+1 311.02+1+C2+1!3 1+C2+1+C2+ 64.000 t+C20+02+113 1+02+1+C2+113 1+C2.1+C2+1 3 1+C2+1+C2+113 1+02.1+02+ 60.000 1.02+1+03+1, 3 1.C2.14C2+11 3 i+C2+1.C2+1 3 1+C3+1.0.11 3 1+C2+1+C2. 83.000 1+02+1+02+1 3 1+02+t.C2+1 3 1♦C3+I+C3+1' 311+03.1.C3+113 1+C2+t+C2. 74.000x 38.376 HC241+C2+1 2 1+C2+1+C7+1'2 1.C2+1.02+1 2 1+C2+1.C2+1 2 HC2+1+C2+ 46.000 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 7.C2+1+C2+1 3 1+CZ+1+C2+ 60.626 HC2.1+02.1 3 1+C2.1+C2+1 3 1+C2+1+C2+1 3 14C2+1+C2+1 3 I+C2+1+C24 64.000 1.C2.1+02.113 1+02+1+C2+1 3 t.C2+1+C2+1 J 1+C2+1+02+1'1 HC2+1.C24 60.000 HC2+1.C2+1 3 1+C2+1+C241131.C3+1+C3+1 3 1+03+1+03+113 1+02+1+C24 53.000 1.02+1.C2+1 3 HC2+1402+1 3 1+C3.I-C3+7+ J 1+C3+1403+1j 3 1+02+1+C24 84.000x 38.376 14C2+1+C2+1 2 1+C2+1+C2+1! 2 1+C2+1+C2+f 2 1+C2+1+C241; 3 HC2+1+C24 46.000 60.626 1+C2+1+C2+1 3 1+C2+1+C24113 7+C2+1+C2+1 3 1+C2+t+C2+1�3 1+C2+1.C24 t+C2+1.C2+1 3 1+C2+1+C2+1', 3 1+C2+1+02+1, 3 1+C2+1.C2+7; 3 14C2+1+C24 64.000 1+02+1.02.111 1+02+1.02+1; 3 1+C3+1+C3+1 3 HC3+I+C3+1 3 1+C2+1+C24 60.000 I+C2+1+C2+1, 3 7+C2+1.C2+1 3 1+C341-C3+1 3 HC3+1+C3+1' 4 1+C3+1+C34 63.000 HCJ+i+03+1 3 1+C2+1+C2+1 3 14C3+1+C3+13 1+C3+HC3+114 1+CS+1.C3+ 00.437x 36.376 48.000 1+C2.1+C2+1 2 HC2.14C2+1!2 HC2+14C2+11Z 1+C2+1+024113 1+C2+1+C2+ 1+C2+1+C2+1!.3 1+0241+C2+113 1.C2+1+C2+1 3 1+C2+1+C2+1'3 14C2+1+C2+ 60.826 1+C2+1.C2+1i, 3 HC2+1+C2.1' 3 1+C2+1+C2+13 1402+1+02+111 1+C2+1.C24 64.000 1+C2.1.02.113 7+C2+1.C2+1 3 1+C3+14C3+1 3 1+C34t+C3+1 S 1+02+1+C24 60.000 63.000 HC2+1+C2+13 t+C2+1+C2+1�3 1+C3+1.C3+1 3 HC3+1+03+1,4 HC3+1+C74 1+C3+1403+113 HC2+1+C2+113 1+CN1+03.1 11.0+1+0014 14C3+1+C34 L.M. NM/I6 1 F NOCHAAM N19 SHEET JJ.fOH7H1 E NO CNANOETHIS SHEET I0i0 TF(:NVOt? N.vcwtt.F1 J.R. .I O ADDED IO CAP TO OF TEMPERED a +SOFT NOTE. P.O. SOXt F.K. ZMW = 3?SOS NONUMI3. i� ANCHOR QUANTITIES, ........... XO & OX MOMS TABLE 6 NOTES: 1• ANCHOR TYPES: 1-1/4"ELCOTAPCONS 2-114•ELCOS64CRETE-FLEX 3-012STEEL SCREWS(GO) 2 GLASS TYPES: A 5116' LAMI - (1/8•A,.090, 116' A) & FOR INSTALLATION IN THE FIVFiZ ABOVE 30 8. 5118' LAMI - (1/8' A,.O60, 718- HS) FT, GLASS TYPES G • L SHALL HAVE A C. 5116' LAMI • (1/8' HS..080, 118' HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D.7/16'LAMI-(3118'A..090.3M8'A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7116' LAMI • (3/16' A,- 3118H3) F. 7116• LAMI • (3116' HS,.090. 3116' HS) G.13116'LAMI IG- 118' OR 3M6•A(MIN.). 5118' OR 3/8'SPACE. 5/16'LAMI-(118•A,.090. IVA) H. 1311W LAMI IO. 118' OR 3/16' A (MIN.I. S/18' OR 318' SPACE, 6178' LAMI • (116' &.090,116' HS) 1. 13/16' LAMI IG -1W OR 3116"A (MIN.). SMB' OR 3/d' SPACE, 5118' LAMI -(1/8' HS,.090, 11W HS) J.13M8'LAMI IG-118.OR3118'A(MIN.), 311W OR 1/4' SPACE. 7118'LAMI -(3118' A,.090, WOW A) K. 1311W LAIW IG -116' OR 3116' A (MIN.), 3/18.OR 114' SPACE, 7116' LAMI - (3118' AA90, 3116' HS) L. 13/16* LAMI 10-118'OR 311WA(MIN.). 3118.OR 1/4' SPACE, 7116 LAMI-(3/18' HS,DW, 3116' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. MEAD d SILL: 101/4 MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1931a•MAX FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 221/7 MAX, O.C. TABLE KEY: 0 X 2+q+2 3 -ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3' MIN. O.C. ANCHOR SPACING) f-��3•Mw. i- + ++, 9' REF. O T_'J(r.-'r'll " ��'1l vlecwucr uvlst�> "' <°"'dn"8 "xn Ne Flaido MTG. RAIL SuiW"'B Cede EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) Mico' P,o4u<I 18 314• MAX. VY TVP. L '3. IN.II III •REF. r1-~ Lw�Y(.141x'50.625 MTG. RAIL _ ' EXAMPLE CLUSTER W/ QTY. OF (4) ANCHsTAORS +.C= ANCHORAGE SPACING OXAND XO WINDOWS nr• hOFUDP.•'�G �`• _ •. . •••••-•-• \ ALUM HORIZONTAL ROLLER WINDOW IMPACTE;.. PE. NT5 t0 + 11 ��4127-10 F PEl IV9a ANCHOR TYPE 6 SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONIC 2,3, WOOD 1 2, CONIC 1, CONC ZONES ZONES 70NESv1 ZONESZONESy ZONESvJ WINDOW 9liE V v� pQ pa m j' m pQ m Q� m pd '' m IU y IM U) i D7 co W N IFI w It7 vl .+J 37.000x 38.375 48.000 50.825 54.000 60.000 63.000 t+C2+1 2 1+C2-1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2-11 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+52+1 3 1+52+1 9 1rC2+1 3 1+52*11 3 1rC2H 3 1rCt+1 3 1+02+1 3 1+C2+1 3 1+C2+1! 3 1+C2+1 3 t+C2+11 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 t+C3+1 3 1+52+1 3 1+C2+1 3 1+53+1 3 1+C2+1 3 1+C2+1 3 1+03+1 3 1+C2+1 3 1+C2+11 3 1+C3+1 3 48.000 x 38.375 48.000 50.625 54.000 60, DOD S3.D00 i+C2+1 2 1+C2+1 2 1+52+1 . 2 1+52+1 2 1+C2+1: 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+1 3 1+C2+11 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 i+C3+1; 3 1+C2+1; 3 1+C2+1I 3 1+q+1 3 1+52+7 3 1+C2+1 3 1+53+1 3 1+52+1 3 1+52+1! 3 1+q+t 3 1+q+1 3 1+C2+1 3 1+C3+1 3 1+q+1 3 1+C2+1' 3 1+q+1 3 1+q+t 3 1+C2+1 3 1+C3+1! 3 1+C3+1 3 1+C2+1) 3 1+C3+1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 83.000 1+C2+1 2 I+C2*1 2 1+C2+1 ; 2 t+C2+1 2 1+02+1 2 1+C2+1 2 1+C2+'1 3 1+C2+1 3 1+C3+1! 3 1+C2+1 3 1+C2+L 3 1+C3+1 3 1+52+1 3 1+C2+1 3 1+C3+1 ! 3 1+C2+1 3 1+C2+1 3 1+03+1 3 1+q+1 3 1+C2+1 3 1+C3+1'7 3 1+q+1 3 I-C2+1 3 1+q+1 3 1+C3+1 4 1+C2+1 3 1+03+13 1+C3+1 4 1+C2+1' 3 1+q+1 3 1+C3-1 4 1+C3+1 3 I-C4+1 3 1+C3+1 4 1+C3+11 3 7+04+1 3 60.000x 38.375 48,000 50.625 54.000 60.000 63.000 1+C2+1 3 1+C2+1 2 2+C2+21 2 1+C2+1I 3 1+C2+11 2 2+C2+2 2 1+C2+1 3 1+C2+1 3 2+C3+2' 3 1-C2+1i 3 1+C2+1 3 2+q+2 3 1+q+1 3 1+C2+1 3 2+C3+21 3 1+5371 3 1+C2+144. 3 2+C3+2 3 1+q*1 4 1+C2+t 3 2+C3r2 3 1+q+1! 4 1+C2+1, 3 2+q+2 3 1+53+t 4 1+53+7 3 2+54+21 4 1+53+1' 4 1+q+11 3 2x04+2 4 1 rq+1 4 1+53+1 3 2+04+2 j 4 1+q+1 4 1*C3+1 3 2+54+2 4 66.000 2 38.375 48.000 50.625 54.000 60.000 63.000 2+52+2 3 1+52+1 2 2+C2+23 2+C2+2 3 1+C2+1 2 2+02+2 3 2+C2+2 4 1+C2+1 3 2+C3+21 3 2+52+2 4 1+C2+1' 3 2+q+2 3 2+C3+2 4 1+C2+1 3 2+C3+2'1; 3 2+C3+2 4 1+02-1 3 2+C3+2 3 2+q+2 4 1+C2+1 3 2+03+2! 4 2+C3+2 4 C2+111 3 2+C3+2 4 2+C3+2 4 1+q+1 3 2+C4+21 4 2+C3+21 4 q+1 3 2+04+2 4 t+C3+t 4 1+C3+1 3 2+04+21 4 2+C3+2 4 q+11 3 2+C4+2 4 74.000x 38375 48000 63.000 2+C2+2 3 2+C2+2 2 2+C2+21 3 2+C2+2 3 C2+2i 2 2+52*2 3 [22.C2-21 2+q+2 4 2+C2+2 3 2+C3+2; 4 2+C3+2 4 3"2+C4+2 2+q+2 4 2+C2+2 3 2+q+2j 4 2+C3+2 4 C2+2!3�x;F54.000 2+q+2 4 2+53+2 3 2+C4+21 4 2+q+2 4 q+2; 3No.5870580.000 2+C3+2 4 1+q+1 3 2+C4+2 4 2+C3+2 5 q+21 3 2+C3+2 4 1+C3-1 3 2+54+2 4 2+C4+2 5 2+C3+2! 4 L.M. N741a F NOCM4NOETM-SKEET E NOCH4NWTMSNEET o AOOEOMG4Pro9ETELwEREO .a9F7NOTe !J. d290a INR7f0 +u/N,EE LrD, Mc[, F. M.e P.o. wx sxv N P+o. w I JA 1677111 JR d?6M+ FX. 7688 NOTES. MIN. 3.4 KSI 13W MIN. E.D. TYP. �_ 1 1' MIN. EDGE 2z WOOD BUCK, NOTE 3 1301' 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED V4' ELCO 1 MIN. OR SS4 CRETE EMBEDED 1 3/4' MIN.. MINIMUM DISTANCE FROM CONCRETE ` - .131 DIA MIN. z 2112' NAIL MIN. TAPCONS EMBEDED 3/S" 1/4' -FLEX ANCHOR TO CONCRETE EDGE IS 1 314'. FLATHEAD ANCHORS MUST BE 012 TRIMFIT HEAD. 1x WOOD NOTE 1 ' ' a -- �` j 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY. USE 012 STEEL SCREWS (GS) OR 1/4' SS4 CRETE -FLEX WITH BUCK, -`---=-_=� L 012 TRIMFIT HEAD. NOTE3 2=�• MIN. EDGE I 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1z ARE BUCKS WHOSE TOTAL THICKNESS IS LESS TO SOLID CONCRETE OR r I 2.112' MIN. id MAX SEE NAILING j/4. 1 MAX. JJ Q THAN 1 1/2'. IN WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 112' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE ANCHOR, WOOD ANCHOR. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF W63 -TS AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/B' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A S12E TO PROVIDE FULL SUPPORT TO THE --- WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL SE A TYPICAL FLANGE FRAME HEAD SECTIONS 012 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. AX S. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHERUI Sr WM 3� Il4- MAX. SHIM —+i F-- 1 1H' MIN. DISSIMILAR MATERIALS SHALL MEET THE REOREMENTS OF FLORIDA BUILDING CODE. I I MW. I I (1b KSI CMU) OR ki PER NOTEKSI CONCRETE) WOOD CONCRETEANCHOR. ANCHOR,NOTE2 NOTE1 1, C�E TX ERIOR INTERIOR'MIN. EDGE MW. EA (HEA -6 SILL DETAILS A, B, C, D, 6 H) TYP. 2x WOOD BUCK, NOTE 3 J Ix WOOD BUCK, NOT4 SEE NAILING INTERIOR DETAIL.E DETAIL F (JAMB DETAILS E. F 81) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR 15 CONCRETE r WOOD 'NOTE I � B fl Q / TE 2R. 1/4' 1/4' MAX. MAX SHIM $HIM l _T J_ SEE — 1 NAILING . NOTE 13N' MIN. 3.4 K3 E. D. TYP. 2z WOOD - 1.- IIA. EbGE CRETE DETAILC BUCK, DETAIL D 2.17 MIN. EMBED —._....__. NOTE3 mftooY PRNE . EMCE,RLT6 xax .n3 n1 2-1/2' MIN. EMBEDMENT 51W MIN. EDGE DETAIL I (JAMB) mylo I HBl1 111 + 11 1 4127.10 t'Rimcriinvlsm e"Ay6w.NieiM Fkxw. emvnea, cos n«<p.n�vNoiS-o Iq��l ' p��mron DMe !ly Mi DSA P.opKl �\\'�yT LYNN Mil rir� Nn S670ti p".E,MIN I &S' MIN. DETAIL IH (HEAD) NAILING .131 DIA MIN. z 2112' NAIL AT CORNERS AND 5' O.C. i r) TYPICAL DETAILS G, H iS I. L 2=�• MIN. EDGE I r I 2.112' MIN. id SEE NAILING DETAIL I (JAMB) mylo I HBl1 111 + 11 1 4127.10 t'Rimcriinvlsm e"Ay6w.NieiM Fkxw. emvnea, cos n«<p.n�vNoiS-o Iq��l ' p��mron DMe !ly Mi DSA P.opKl �\\'�yT LYNN Mil rir� Nn S670ti p".E,MIN