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Florida Building Code Online Page 1 of 3 m: MR= • BCIS Home Log In User Registration Hot Topics j Submit Surcharge ! Stats&Facts Publications Contact Us •BCIS Site Map ; Links Search � dbik'Product Approval RECEIVED.. : s '9{USER:Public User LAUG Product Approval Menu>Product or Application Search>Application List>Application Detail ® 20iFL# FL242-R23 Application Type Revision nty, Permitting Code Version 2017 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 L1 Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 342 (941)486-0100 ExE 8 druark@pgtindustrie ILE COP-,,- Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens 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 04/30/2018 Date Validated 06/01/2018 Date Pending FBC Approval Date Approved 06/06/2018 https://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3D... 7/16/2018 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 242.1 HR-210(Non-Impact) Aluminum Horizontal Roller Window Limits of Use- Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R23 C CAC 17-0411.05.0f 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 fI 17-0411.05.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.2 HR-610(Non-Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R23 C CAC 17-0411.07.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/27/2021 - Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R23 II 17-0411.07.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.3 HR-710 (Impact) Win Guard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R23 C CAC 17-0411.06.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 R23 II 17-0411.06.pdf. Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.4 HR-810(Large Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R23 C CAC 17-.0411.03 LM.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2022 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R23 II 17-0411.03 LM.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.5 HR-810(Small Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R23 C CAC 17-0411.04 SM.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2022 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R23 II 17-0411.04 SM.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.6 HR-5410 (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.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/24/2020 Design Pressure: N/A Installation Instructions Other:Please.see the Miami-Dade County Notice of FL242 R23 II 17-0411.09.odF Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.7 HR-5510(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R23 C CAC 17-0411.08.odf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3D... 7/16/2018 Florida Building Code Online Page 3 of 3 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R23 II 17-0411.08.1)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: 242.8 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 II 17-0420.17 Window.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.9 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 11 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: Rack Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement:;Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.`Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have,one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: CreditCard site ,��I�II1�M�il I�l�lll i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3 D... 7/16/2018 M IAM I-DADS MIAMI-DADE COUNTY 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.miamidade.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"HR-210"Aluminum Horizontal Rolling Window-N.I. APPROVAL DOCUMENT: Drawing No. MD-HR210-02 titled"Aluminum Horizontal Roller Window", sheets 1 through II of 11, dated 03/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0629.02 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. - The submitted documentation was reviewed by Jorge M.Plasencia,P.E. M1AMbDADE COUNTY � NOA No. 17-0411.05 e Expiration Date: April 05,2022 Approval Date: August 31,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-1201.04) 2. Drawing No. MD-HR210-02,titled"Aluminum Horizontal Roller Window", sheets 1 through 11 of 11,dated 03/15/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseale spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 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. 16-0629.02) 2. -Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc., Test Reports No. FTL-6657 and FTL-6658, dated 10/17/11 and 10/18/11 respectively, and addendum letters for each dated 03/22/12, all signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-1201.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014)and FBC-6th Edition (2017), dated 03/31/17 and revised on 08/02/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Prqduct Control Unit Supervisor NOA No. 17-0411.05 Expiration Date: April 05,2022 Approval Date: August 31,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"Edition (2014) and FSC-6" Edition(2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0629.02) 4. Laboratory compliance letter for Test Reports No.FTL-6657 and FTL-6658,issued by Fenestration Testing Laboratory, Inc., dated 10/17/11 and 10/18/11 respectively, both signed.and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. -11-1201.04) G. OTHERS 1. Notice of Acceptance No. 16-0629.02,issued to PGT Industries,Inc. for their Series "HR-210"Aluminum Horizontal Sliding Window-N.I., approved on 08/04/16 and expiring on 04/05/22. orge M.Plasencia,P.E. Pro#fict Control Unit Supervisor NOA No.•17-0411.05 Expiration Date: April 05,2022 Approval Date: August 31,2017 E-2 7473'I TM BUCK WIDTHS 8080'BUC WIDTIP DTH 12119'BTCKWID WIDTH H B SHEETS 88'BUCK WIDTH 118'BUCK WIDTH 788 B SHEETS. B SHEETS 788 7$8 SHEETS / FIXED 72' C I 7gg A ISIBLEA A A TIP-TO-TIP LIGHT I SHEETS I SHEETS 'HEIGHT / I / S3' 56-7/8'SASH FIXED 7&B 63" SASH 58-118• i 7&8 TIP TO TIP TP-TO TP FIXED 65-718' i HEIGHT rl� HEIGHT 71" 67-1/8' VISIBLE VISIBLE VISIBLE VISIBLE BUCK SASH FIXED LIGHT LIGHT LIGHT LIGHT HEIGHT VISIBLE VISIBLE 82" / 82' LIGHT I LIGHT BUCK I BUCK I i 33-9116" 33.9/16' HEIGHT 26-7/16' HEIGHT 26-8/16' SASH Li FIXED SASHI SASH 56.3/16"FIXED _f VISIBLE VISIBLE VISIBLE VISIBLE VISIBLE LIGHT LIGHT I LIGHTt LIGHTLLI LIGHT rY i _ ALWAYS 3" J B _ I+ ALWAYS SEE t 0&r A, B I�r 3-311G ALWAYS SEE NOTE A. B Imo— 33!16' REQUIRED ^^11 33116" REQUIRED SHEET 10 3' REQUIRED SHEET 10 SEE NOTES B 8 C, 3' CORNERS SEE NOTE D,SHEET 10 CORNERS SEE NOTES___ ®CORNERS SHEET 10 B&C,SHEET 10 TYP.XOX(114-1/2-1/4)ELEVATION TYP.XO ELEVATION(OX SIMILAR) TYP.XOX(1/3-1/3-1/3)ELEVATION CODES/STANDARDS USED: •2077 FLORIDA BUILDING CODE(FB%6TH EDITION GENERAL NOTES:SERIES 210 NON-IMPACT RESISTANT HORIZONTAL ROLLER •2014 FLORIDA BUILDING CODE(FBC),STH EDITION I 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLOPJDA13UILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). -ASTM E&PA N4 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. •ANSI/NUM DESIGN M FOR WOOD 2015CONUO;{70N 3)FOR MASONRY APPLICATIONS IN MIAMI-BADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM -ALUMINUM DESIGN MANUAL,ADM-2015 C90 CONCRETE MASONRY UNITS AND CONCRETE WITII MIN.KSI PER ANCHOR TYPE. •AISI 5100-12 4)ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS •AISC 360-10 DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.IX AND ZX BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY CFTHE ENGINEER,(EOR)OR ARCHITECT OF RECORD.(AOR}. GENERAL NOTES....._......................1 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ELEVATIONS..................................._.1 ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES,XO/OX_........2 6)714'MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS, DESIGN PRESSURES,XOX............3 7)DESIGN PRESSURES: ANCHOR QUANTITIES,XO/OX.......4 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. ANCHOR QUANTITIES,113 XOX....5 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. ANCHOR QUANTITIES,1/4 XO/OX.6 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD• - INSTALLATION,STD MR..................7 8)THEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN INSTALLATION,HD MR..................8 . USED IN THE DESIGN OF THIS PRODUCT.THE 1,6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR GLAZING COMPONENTS.................9 MATERIALS SHALL MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. CORNER ASSEMBLY_.....................10 ! 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. EXTRUSION PROFILES......._..........11 10)REFERENCES:TEST REPORTS FTL-6657&6658:ELCO ULTRACON NOA:ELCO CRETEFLEX NOA:NAT.DESIGN SPEC.FUR WOOD CONSTRUCTION,ANSIIAFBPANDS&ALUMINUM DESIGN MANUAL(ADM) PARTS LIST...............................4._.11 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL ANCHOR SPECIFICATIONS.........._11 12)THE 210 SERIES HORIZONTAL ROLLER WINDOW WAS FORMERLY KNOWN AS THE 201 SERIES. DESIGN PRESSURE RATING IMPACT RATING PRODUCT REVISED VARIES, NOT RATED FOR as complying with the Florida SEE SHEETS 283 IMPACT RESISTANCE Building Code NOA-No. 17-0411.05 USER INSTRUCTIONS: ""N'. LY / Revlsed By: Dom: Redslsn: E+p1r tI.n Date 04/05/2022 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD fl1Nyyi� By ASCE 7. �'S :'�CEN$F'•,C� i 2)KNOWING YOUR WINDOW CONFIGURATION(OX,XO.XOX),SIZE,GLASS TYPES(I°ROMTABLES20R5)AND MEETING Revised By: Dam: Rendon: MLaml-D roduet Control RAIL TYPE,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING TABLES 1, z* N0.G8705 3 OR 4.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN _ STEP 1. = //J` *- O DescrlpUcm Oronn By. 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLE 20 ACCORDING TO THE INSTALLATION CONDITIONS. Vl Q :Q: GENERAL NOTES&ELEVATION JR" 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6-16.VERIFY THAT THE ANCHOR/SUBSTRATE WILL MEET1 w 1070 TECHNOLOGY DRIVE REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLE 20,AND THAT ALL MIN.REQUIREMENTS FROM THIS �••. TE •F !(/: N.VENICE,FL 34275SH rdtM bete: 5)INSTALLAS PER SHEE7S70R8.ARE MET. � SS'll�.��R``L��D��M1LC\\/'�G�=� (g41).480-1600 ALUMINUM HORIZONTAL ROLLER WINDOW 03/15/17 vA LYNN MAiu,rx,P.E.` mrttaa uiwc rts nRtsrm7:°�+.uc. Serfe 1Vodd: Scale: Shec6 Orowfng No. Rev. RE.A 68706 CERT.OFAUTHI.0=96 HR-210, NTS 1 OF 11 Mm"' 10-02 i TABLE 1: Maximum Design Pressures(psf) XO&OX Tip-to-Tip Tip-to-Tip wl Standard Meeting Rail w/Heady-duty Meeting Rail Width Height Glass 1 Glass 2 Glass 3 Glass 4&6 Glass 1 Glass 2 Glass 3 Glass 4&5 26-1/2" +55,0/-90.0 +55-01-26-0 ;:69.0/-90.0 +55.01-90.0 +56.01-90.0 +55.0/-90.0 +55.0/•90.0 +55.0/-90.0 37" +55.0/-73.5 +55.0/-90.0 +55.01-90.0 +55.01-90,0 +55.0/-73.5 +55.01-90.0 +55.0/-90.0 +55.01-90.0 45" +55,0/-67.5 +55.01-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-67.5 +55.01-90.0 +55.01-90.0 +65.01-90.0 49" +55.0/-66.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55,0/-66.0 +55.01-90,0 +55.0/-90.0 +55.0/-90.0 PRODUCT REVISED 383/8" as complying with the Florida 53-1/8" +55.0/-63.7 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-63.7 +55.0/-90.0 +55.01-90.0 +55.01-90.0 Building Code 61" +55,0/-59.2 +55.01-89.2 +55,01-90.0 +55.01-90.0 +56.0/-59.2 +55.01-89.2 +55.01-90.0 +55.0/-90.0 NOA-No. 17-0411.05 " P68 +55.0/56.3 +55.0/-79.7 +55.0/-79.7 +55.0/-79,7 +55.0/-56.3 +55.0/-79.7 +55.01-79.7 +55.0/-79.7 TABLE 2: Expiration Date 04/05/2022 74^ +51.1/-51.11+55.0/-63.5 +55,0/-83.5 +55.01-63.5 +51.1/511 +55.0/-63.5 +55.0/-63.5 +55.01-63.5 Glass Types BY L. �I . 26-1/2" +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/•90.0 +55.0/-90.0 +55.01-90.0 Glass 1 1/8"Annealed Menu 0 jqdb Product Cant ro 37", +55.0/-61.2 +55.0/-90.0 +55,0/-90.0 +55.01-90.0 +55.0/-61.2 +55.01.90.0 +55.0/-90.0 +55.01-90.0 1/&'Tempered 45' +53,7/-63.7 +55.0/-90.0 +65,0/-90,0 +55.01-90.0 +53,7/-53.7 +55.0/-90,0 +65.0/-90.0 +55.01-90.0 3/18"Annealed +53,1/-53.1 +55.01-85,1 +55.0/-85.1 +55.01-90.0 +53.1/-53.1 +55.01-88.9 +65,0/-90.0 +55.01-90.0 Glass 2 " 49" �, 1/4"Annealed ' 53.1/8" +52.4/-52.4 +55.01-81.0 +55.0/-81.0 +55.0/-90.0 +52.4/52.4 +55.0/-85.0 +55.01-90.0 +55.01-90.0 1/8"Annealed-1/4"Airspace-1/8"Annealed 61" +50.4/-50.4 +55.0/-75.1 +55.01-75.1 +55.0/-90.0 +50.41-50.4 +55.0/-79.3 +55.0/-90.0 +55.0/-90.0 Glass 3 3/16"Annealed-3116"Airspace-118"Annealed r- 66" +48,5/48.5 +55.0/-72.5 +55,0/-72.5 +55.0/-79.7 +48.6/48.5 +55.01-77.1 +55.01-79.7 +55.01-79.7 w _ Y 7q" +44.21-44,2 +55.01-63.5 +65,0/-63.5 +55.0/-63.5 +44.21-44,2 +55,0/-63.5 +55,01-63.5 +55.01-63.5 Glass 4 3/16 Tempered 7 L r - '"aa 1/4"Tempered I ta c`T p N 26-1/2" +55.01-86.9 +55.01-90.0 +55,0/-90.0 +55.0%90.0 +65,0/•86.9 +55.01-90.0 +55.0/-90.0 +56.01-90.0 o g> Q y 9 3T' +55.0/-56.0 +55.0/-87.2 +55.0/-87.2 +55.01-90.0 +55.0/-56.0 +55.01-90.0 +55,01-90,0 +55.01-90.0Of 1/e"Tempered-1/4°Airspace-T/e•Tampered }ev g aloe Of Glass 5 2116'Tempered-3/16"Airspace-118"Tempered O N G� 45" +44.6/-44.6 +55.01-75.0 +55.0/-75.0 +55.0/-90.0 +44.61.44.6 +55.01-89.2 +55.0/-80.3 +55,01-90.0 chi rn 49' +43.6/-03.6 +56.01-70.5 +55,0/-70.5 +55.0/-88.1 +43.6/-03.6 +55.01-79.9 +55.0/-78.5 +55.0/-90.0 O LL o 8-5 �p w p I 50.5/8" z w m z 531/8" +43.5/-43.5 +55.01-66.7 +55,0/-68.7 +55.0/-83.4 +43,5/-43.6 +55.0/-73.8 +55.0/-78.3 +55.0/-90.0 V U ,ra 61" +42.8/42.8 +55.01-61.1 +55.0/-61.1 +55.0/-76.4 +42,81-42.8 +55.0/-67.2 +55.0/•77.0 +55,0/-82.9 F aMo 66" +41.6/-41.6 +55.0/-58.5 +55.01-58.5 +55.0/-73.1 +41.6/-31.6 +55.0/-65.2 +55.0/•74.9 +55.0/-79.3 - w 74" +38.91-38.9 +55.01-55.3 +55.0/-55.3 +55.0/-63.5 +38.91-38,9 +55.0/-62.0 +55.0/-63.5 +55.01.63.5 NOTES: C)Z $ O X of 26-1/2" +55.0/-67.9 +55.01-90.0 +55.0/-90.0 +55.0/-90,0 +55.01-67.9 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 1)USE THIS TABLE FOR ALL XO/OX WINDOWS PER THE ELEVATION ON 0 l'" 37" +49.7/-49.7 +55.0/-67.2 +55.0/-67.2 +55.0/-84.0 +49,7/-49.7 +65.0/-90.0 +55.0/-89.5 +55.01-90.0 SHEET I.DIMENSIONS SHOWNARETTP-TO-TIP. F X C4 45" +35.5/-35.5 +55.0%57.1 +55.0/-57.1 +55.01-71.4 +35.5/-35.5 +55.0/-77.2 +55.0/-63.9 +55.01-77.4 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR o W- 5-0 49" +32.3/-32.3 +53.41-53.4 +53A/-53.4 +55.0%66.7 +32,31-32.3 +55.0/-68.0 +55.0/58.1 +55.01-72.3 HEIGHT DIMENSION SHOWN ON THE TABLE. ® i it N �. y 53.1/9, 63" +31.2/-31.2 +50.2/-50.2 +60,21-50,2 +55.0/-62.7 +31,21-31.2 +55.0/-59.4 +55.0156.2 +55.01-68.0 3)DESIGN PRESSURES MAY BE INTERPOLATED BETWEEN SIZES. ? z W z 61" +31.8/=31.8 +46.41-45.4 +45.4/-45.4 +55.0/-66.7 +31.8/-31.8 +51.0/51.0 +55.0/57.2 +55.01-61.5 3S 66.1 +32.0%32.0 +43.0/-43.0 +43.01.43.0 +53.81-53.8 +32.0/•32.0 +49.3/-49.3 +55.0/-67.6 +55.01-58.3 0 d o 74" +30.01-30.0 +40.01-40.0 +40,01.40.0 +50.0/50.0 +30.0/•30.0 +47.91-47.9 +54,1/-54.1 +54.21-54.2 z05 N 26-1/2" - +55,01-90.0 +55,01-90.0 +55.0/-90.0 � cc 1X +55,0/-77.9 +55.0/-77.9 +55.01-78.1 ¢o = 46' _ - +55.0/-65.8 +55.0/-57.1 +55.0/-66.0 CONFIGURATIONS APPLICABLE TO THIS SHEET: "l1 'xaa aY"S 53118" 72" - +54.0/54.0 +46.8148.8 +55.01 57.4 ��� YILYN/y4 61" - +44.0/-44.0 +46.4146.4 +51,8/-51.8 ;��< ''�1cENSF•!l��:; 66" - - +41.2/41.2 +47.1147.0 +48,9/•48.9 a Q *: No.58705 74" - +39.81-39.8 +45,0/45.0 +45.11-45.1 _ Tt XO DX F --}} Nfill ALtE�.�. A.LYNN MILLER.P.E. N 68 T P.E. TABLE 3: TABLE 4: Maximum Design Pressures(psf) XOX,1/3-113-1/3 Configuratlon Maximum Design Pressures(psf) XOX,1M-112-114 Configuration Tip-to-Tip Tip-to-Tip wl Standard Meeting Rall I w/He -duty Meeting Rail Tip-to-Tip Tip-to-Tip W'Standard Meeting Rall w/Heavy-duty Meeting Rail Width Height Glass 2 Glass 3 Glass 4&5 Glass 2 Glass 3 Glass.4&5 Width Height Glass 2 Glass 3 11 Glass 4&5 Glass 2 Glass 3 1 Glass 4&5 49" +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.0%90.0 +55.01-90.6 53-118' +55.0/-90.0 + .0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0-90.0 +55.0/-90.0 53-1/8" +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +56.0%90.0 74" +55.0/-80.4 +55.01-80.4 +55.01-90.0 +55.0/-83.1 +55.0/-90.0 +55.0/-90.0 61" +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.01-90.0 85" +55.01-74.7 +55.01-77.2 +55.01-90.0 +55.0/-74.7 +55.0/-81.9 +55.0/-90.0 38-&8" 38-3/8" PRODUCT REVISED 74" +55.0/$1.0 +55.0/$1.0 +55.01-90.0 +55.01-90.0 +55.01-90.0 +55.01-90.0 97" +55.0/-65.3 +55.0/-72.5 +55.0/-87.0 +55.01.65.3 +55.0/-72.5 +55.0/-90.0 as comp)yIng with the Florida 85" +55.01-75.6 +65.0/-75.6 +55.01.88.2 +55.0/-90.0 +55.01-90.0 +55.0%90.0 109" +55.0/56.7 +55.1)/-64.8 +55.0/-84.7 +55.01-56.7 +55.0/-54.8 +55.0/-90.0 Building Code 80" +55.01.73.8 +55.01-73.8 +55.0/-86.1 +55.01-90.0 +55.0/-90.0 +56.0%90.0 120" +49.7/-49.7 +55.0/-57.6 +55.0/-83.2 +49.7/-49.7 +55.0/57.6 +55.0/-90.0 NDA No. 17-0411.08 49" +55.0/•90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55. /-90.0 53-1/8" +55.0/-79.5 +55.01-79.6 +65.0/-90.0 +55.0/-85.0 +55.0/-90.0 +55.0/-90.0 Expiration Date 041o5/2022 53-118" +55.0/-84.7 +55.01-84.7 +55.01-90.0 +65.01-90.0 +55.0/-90.0 +56.01-9D.0 74" +55.0/-64.9 +55.0/-64.9 +55,01-75.8 +55.0/-72.8 +55.01-79.6 +65.0/-90.0 ay 61" MiamF a Product Control +55.0/-76.3 +55.01-76.3 +55.01-89.0 +55.01-90.0 +55.01.90.0 +55.0%90.0 85" +55.01-61.2 +55.0/-61.2 +55.0/-71.4 +55.0/•67.2 +55.0/-71.1 +55.0/-90.0 9 74" 44' +55.0/-66.8 +55.01-66.8 +55,01-77.9 +65.01-88.9 +65.0/59.0 +55.01-90.0 97" 44" +55.0/-58.8 +55.0/-58.8 +55.0/-68.6 +55.01-60.0 +55.01.63.7 +55,0/-90.0 85" +55.0/-61.5 +55.01-61.5 +55.01.71.7 +55.01-81.8 +55.01.82.0 +55.0%90.0 109" +53.41-53.4 +55.0155.8 +55.01-66.5 +53.4/53.4 +55.0/-55.8 +55.0/-90.0 90" +55.0/59.6 +55.0/-59.6 +55,01-69.6 +55.0/-79.5 +55.01.79.5 +55.0%90.0 120" +47.91.47.9 +61.1/-61.1 +65.01-65.0 +47.91-47.9 +51.1/-51.1 +65.0/-90.0 49^ +55.0/-76.3 +55.0/-76.3 +55.0/-89.1 +55.01-90.0 +55.01-90.0 +55.01.90.0 WAX' +55.01-66.4 +55.0/-66.4 +55.D1-77.5 +55.01-73.6 +55.0/-78.3 +56.01-90.0 e 53-1/8" +55.0/-71.4 +55.0/-71.4 +55.01.83.2 +55.0/-90.0 +55.0150.0 +55.0/-90.0 74" +52.9/-52.9 +52.9/-52.9 +55.01-61.8 +55.01-62.0 +55.0/-70.0 +55.0%90.0 r` 61" +55.0%63.9 +55.0/-63.9 +55.0/-74.5 +55.01-85.1 +55.0/-85.1 +55.0/-90.0 85" +49.1/-49.1 +49.1/-49.1 +55.01-57.3 +55.01.58.9 +55.01-62.8 +55.01-84.6 w 74" 50518" +55.0/55.3 +55.0/-55.3 +55.01-64.5 +55.01-73.7 +55.0/-73.7 +65.0/-90.0 97" 60 518^ +46.3/136.3 +46.3/-46.3 +64.11-54.1 +53.71.53.7 +54.7/-54.7 +55.0/-79.9 8 m ?: ^N 85" +50.41-50.4 +50.4/-50.4 +55.01-58.6 +55.0/-87.2 +55,0/-67.2 +55.01-86.9 109" +44.7/144.7 +44.7/-44.7 +62.21-62.2 +48.4/-48.4 +46.2/48.2 +55,0/-77.1 0 - 4 90" +48.6/•48.6 +48.61138.6 +55.01-56.7 +55.0/-64.8 +55.0/•64.8 +55.01-83.9 120" +43.6/-43.6 +43.6/133.6 +50.9/-50.9 +44.31-44.3 +44.1/-44.1 +55.0/-76.2 >-C9 n w °rte O o N s� N 49" +65,0/•59.2 +55.0/59.2 +55.0/-69.1 +55.01-78.9 +55.0/-78.9 +55.01-90.0 53-1/8" +50.8/-50.8 +50.8/-50.8 +55.01-59.2 +55.0159.4 +55.0/-56.2 +55.0/-87.5 0 m = 53-118" +55.0/-56.1 +65.01-55.1 +65.0%64.3 +55.0/-73.5 +55,01-73.5 +55.01-90.0 74" +39.31-39.3 +39.31-39.3 +45.91-45.9 +47.91-47.9 +52.5/-52.5 +55.01-67.8 0 LL o o W O 61" 83" +49.0/-09.0 +49.0/139.0 +55.01-57.1 +65.0/-65.3 +55,0/-65.3 +55.0/-84.6 85" 63" +35.81-35.8 +35.81-35.6 +41.81-41.8 +46.8!46.8 +47.8/137.8 +55.0%61.8 U U ^fie 74" +41.9/41.9 +41.91-41.9 +48.8/48.8 +55.0/55.8 +55.0/55.8 +55.01-72.2 97" +33.11-33.1 +33.1/-33.1 +38.7/-38.7 +43.9/43.8 +44.2/44.2 +55.0/-57.1 Lu Z z Lil SM a 85" +37.71-37.7 +37.7/-37.7 +44.0%44.0 +50.3/50.3 +50.3/50.3 +55.0/-65.0 109' +31.21-31.2 +31.2/-31.2 +36.41-36.4 +40.5/-40,5 +39.6/-39.6 +53.8/-53.6 o w r 90" +36.2156.2 +36.21-36.2 +42.21-42.2 +48.21-48.2 +48.21.48.2 +55.01-62.4 120 +30.01-30.0 +30.0/50.0 +35.0/-35.0 +37.5/-37.5 +35.8/-35.8 +51.7/-51.7 z $ W XO f X O. z En WLu1a°vs O ( Z W TABLE 5: - O Glass Types NOTES: CONFIGURATIONS APPLICABI:E TO THIS SHEET: N 3116"Annealed 1)USE THIS TABLE FOR ALL XOX WINDOWS PER O Q Q = Glass 2 THE ELEVATIONS ON SHEET 1.DIMENSIONS 1/4'Annealed SHOWN ARE TIP-TO-TIP. apll -�saD sauas 1/8'Annealed-114"Alrspace-118°Annealed Glass 2)FOR SIZES NOT SHOWN,ROUND UP TO THE 3116"Annealed-3116"Airspace-1/8"Annealed NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION 3116"Tempered SHOWN ON THE TABLE. `� �'�• 1,tOENgF'•,`�t��' Glass 4 1/4"Tampered 3)DESIGN PRESSURES MAY BE INTERPOLATED _ 1/ 4"8•Tempered-1/ Airspace-1/e"Tempered BETWEEN SIZES. * No.68705 xCX(114-1n-11441 *= XOX(173-113-1/3)113-1/3) ^� = Glass 5 = 3116"Tempered-3116"Airspace-1/e-Tempered SO� S ATE OF�:./!/4& �'�iis!�NAL 1�N•`` A.LYNN MILLER P.E. P.E.#56705 N m 1 - - _ - W 115077 �� 0 3 ;o Anchor s c y N N N N N N N P N N A a u a w Group A 0O N.1e1 P AAT PPRPaA PAA AA A Ww.Ww W.Ww WWGroup 13 0Anchor W WW W WGMWC mtcp o m I aAaPa APPP W ww w w Anchor ro m � v Ilk Z a Anchor 0 o m' _� NaN NUN��NNA aN NNNPaAw,+PP AawwWWAW WWWW Group A xo° z D l_______- N O= p O N Iz ^______ __-�____ _ -mm'I O P A A A A A A A a W W A W W W W W w W W w W W W W MchOr X P Papa Group 9 co po r , m W A A P A P A a P a A P a A A AAA W W W W W W w W W W W W W W W w Grog O O I I I m P W w w w W WWW w Anchor z GIUP D m i \ I I -rl \ O j1 XO �a•J,J°III� Eow-'_$$Y���DmW4•��A" dcAzmA Ao:yWNY-"�'IVnN�8SnmNg84S0-No88)`,�+NYm2L'@ Aae44t$883yWw44N��•+r5411'VANp8wmaN8.mS°N1 o4„!!YN��!!•a8AmN,nSA.+;4yW RW-.�aVN�OoN;,m;NNwyy�'Nr}}g'AWN aP'+7Wy _ViNnnNJIN+NW,YN°a,Nti�Py+� WylYN��' Grux9•�pp,QIr. �axs mPN.m—y�Xa' 1�.IW n OX 2. aO In A AnchorSS'SS288S212 2 S'212922 220QGropAG7 S2 a °eo� m oPla0000000R00000020000002222222222 J® � z �a�P°o10 201a011RAa02aaaaa1011aaapaa0la00A 5 Anchor cr. In 22 222222222222222222222005222222GupA 0 pam °222224122>2222l,2N N 2222200225000rou09 06 Oro000Ancho �6O, nN nnNNN� NN (� n20nn22NNN ff h. LNN NN 3NAnchor 212,212 2 2 22 A GroupDmE ;m m NN RIn W Anchor go pA�mpr Group W Anchor V jj • N+ .+NNN+ +NNNN+ +NNNN+ + G.jpB a. �vj rr=fin UUzll � <S w Anchor 3 9 Nm m X Group C D a m F a Anchor' () Grourp.D Anchor N m mmN N++++++NNN+++++NNNNN+++NNNNN+++NNNNN++ f C + Group A m p p C)O N+ -+N N++++ +N N N N+ +NN NNN N+ -up b, 0 3 + Group B x x22229 i m g Anchor x Group D - W m Revision \'i'�d I I7F2j���,i 1070 TECHNOLOGY DRIVE �•. 9y 'i� N.VENICE,FL 34275 a n'$O ? NO (941)-48D-1600 C °' COPYWGHT®2017 P071NDUTIRI:9. TH9 ° m o1 y CERi.OFAU .2129296 INC.ALLRIGIMMERVED mrF =r:v„� e c RX ^m•, N �;_; ALUMINUM HORIZONTAL ROLLER WINDOW a 03/15/17 r `�c m " '•.. ^�; o ANCHOR QUANTITIES,XO/OX em' JENS ROSOWSKI h11111111�1� -m HR-210 NTS 40F11 0? MD-HR210-02 a N ° N m .ml m ~ yy yy N y y� �wu f�a 9 9 Anchor :01 pm + Anchor ^ Grp A WGroup AN Er �up0 Anchor GmuDB d0 21L IN N- -- Anchor Anchor PC y a sa A a A a Group C Grau m Anchor Anchor A GmpD Group D P 1ySS1Qc m Anchor � � i AaWAGroup A oGroup AO x !C W aAAa as a a a a as awWWww WW WwWW G�ahB + APor B Ip aaaaaa aaaaaa wwww ww w Anchor Ailehtd Grotp C + Group C w w An�lor Anchor a +aA aaaAaa ww uw wwww G D Group D �. mlP P � m 2 9Y j x Sm mp v o Mp �Zg + Anchorn N mb 222222222222222222222222 Group m o -r----------- ------- ----, �c�$ NnArawr m n nRRoRRRR0NRRR00NRNw NR R Roo D ' ----------------- ---- m AnchQ D n ]-� 1 r 1� RRRRRRRRRRRR RRRR 2 2222222 A= I ei ,�c�am,tYC�I a'4'S dnJa m�CA�ioOIm.,.Ja m+yY„1 ao onm 'Anchor O RRRRRo nRvRRRR000RNRRaN apDJ S1r t=FN�amm hor ' o 22222222222222222222229pA r z O 22222222292R222RRR2RRRRR oB X �° X mRRRRRRRRRRRRGc mp R3RRRRRRRR �o r L-4: Nm mg mpAoi< Po Z @y Zq Qm m Group A cNX3=d`aNxa 0a Anchor ml I I +N N m: 0Group z Anch CroupCa Anchor Ah QX G. t ' �m � o,. N+ +N N+ +N +NN+ Anchor / Grcup A — Pe .S-I. Anchor 4 —-II!+ NN+ +N BGr01Ph �, 0 Anchor i Gip C ¢ rr r.P 3 G r'.. W m Revision �,0 1070 TECHNOLOGY DRIVE m c mtlu * / N.VENICE,FL 34275 9 o o F ` � .... (941)-480-1600 cPor .cCi p �O:am Z _ mZ_-Z_0 ~ O �;.�_ COPYRIGHT02017 POTMDUnMES. mmi m r- CERT.GF AUiH.#29296 INC. ALL RIGHTS RESERVED p SeG $gym $9 m2?T.� N :_` ALUMINUM HORIZONTAL ROLLER WINDOW o 03/15/17 N ANCHOR QUANTITIES,XOX,1/3 m JENS ROSOWSKI o 0 0 /�' RI I I ISI�"��`` HR-210 NTS � 5 OF 11z MD-HR210 02 p — N N mN ym m y y tmi,A—�im V NA+ �i,A..++�tnn a+ 3 �N-'mmtiE�•'1 o �'� •�"3 . .q o�`m! m cN sa ��tilNam "Ey�m9?'o�o`lea pp = m m `.. x� rs . Sq- cr O a D D _ Anchor m 7=� aaAaa AAAAw w SpA GSA f m N aAa AAAAA A AAAA ww w www w w Anchor �, p Anchor p B a ; +N N+ + Grarp b a n A a A>a w w w w Anchv c Anchor o Group D m Group C A o w Abohm X N aAa>aaA AAAA w W ww w w _ O Anchw e 7 do Group D X — Group D — ZA A A A A a A A a A A A A A A P W W A W W W W. A +N N++++NNN++—NNN+-++ MchW E O N ' GrCUPAAnGt x X P A A A A A A A a a a A A w W W w W W w w w W W Q _ GmupB F A Ancho r Group A Z AA AAAA AAAA>a Www w W W ww www wnl�lC ili m AnCI10r `"'`•''`•'YY' TGroup C R .. a A A A A A a A A a A A A W W w W w w w W w w w w Allen D A n C h a a Group _ Otoup D w. a z y m -mom 4w_���frn•r+,�',n'7N�1.�'o :r�na�±o �umja4 m a 4c ' aJ �yyyy Imm\J_Z�_ � Anchor �NN+S.aN++i'��+-+S+'o+ANWS'—rwWNLa'mWNNS°N�ZmNNN+L'ANN+8•m+m+++L^QNaw�i oNAWN4-$AWNi�i$wN4]nN+8•aYN+8r+9mW8+'WI54n���aN4nm°i��aNALwNY+oN—+R.fi lr SS2S'88s88S449S2S292R88S8S'RGru_nS-3p. oa4,$aADi 1 �amFmpp_m`° I(o rZNr upGro9 RRRRRArchofRRRRRRRRRRGroup > Jcz NNNNN12 2 1 NGroup D opGruAO :j c: X 883 �Rro i LL LiL�98 25252Anchor RRo.4,B ro m= reheGroup C rOO RNNrohor� � GW D O mm x TD Wml 1 Z1 1 II� RI L J'm'=0 R. 0;0 p=nQz Anchor Group A b=mmq 'C Anchor^ Group B _ Anchor Group RFEW 1z + +NAnchor Z' Group DN0 �yD 7777-F �r0m' ym m f2r-1 011 S�xJ�xjx.iJ. J A >W wN+Na aw NN—mmAawwNN+rGmup AnchJ W w wN N—Nn + _ KXO+ AnchAnch Ara b a 1070 TECHNOLOGY DRIVE d a e H N.VENICE,FL 342753 >a$O 30 (941)-480-1600 e •[o z=�-0 't� ? n•,-G ® COPYRMFfr®2on PGTINDUSfWES u° 2521 CERT.OF AUTH.#282880 INC, ALL RIGHTS RESERVED r CL� ,?'� "y`= ALUMINUM HORIZONTAL ROLLER WINDOW o 03!15/17 I c 5C ,Z •. 'yam o a srn In ANCHOR QUANTITIES,XOX,114 em JENS ROSOWSKI � o + o 0 �r rlrllll�11\ HR-210 y NTSI'l 60F11 oz° MD-HR210-02 I INSTALLATION OPTION 1 CONCRETEfCMU STANDARD MEETING RAIL(D ix WOOD INSTALLATION ANCHORS INTOWOOD. PER ANCHOR TYP:ANCHOR TYPE, SUCKSTRIP, . •CONCRETE REQUIREMENT EMBEDMENT AND EDGE SEE NOIE 2, OPTIONAL 2XWOOD EDGE DISTANCE PER EMBEDMENT �� DISTANCE PER SUBSTRATE, THIS SHEET. y PER CMU 80 AODON 11 SEE TABLE 20,SHEET 11. ° ° ANCHOR FLANGE 1!4'MAX �� REQUIRE- HEAO, EDGE SHIM �� O 90 MENT SILL&JAMDISTANCE 23 X 93 BS © --- 30 �\ X 1D , +• u EPoIBED- MENT SASH SASH I O -!jl VISIBLE TYP.ANCHOR TYPE, • VISIBLE I _ i �� LIGHT EDGE 1 EMBEDMENTAND 57 LIGHT III��� WIDTH DISTANCE EDGE DISTANCE WIDTH i 1 ` II I PER SUBSTRATE, 74 SEE TABLE 20, 76 I III I i yil VISIBLE �I I) SHEET 11. 25 24 LIGHT / 70 5 EMBED- `' 21 INSTALLATION 80 EXTERIOR WIDTH - MENT 1 I OPTION 2 INSTALLATION I B II li INSTALLATION _ BUCK WIDTH OPTION 3 VISIBLE LIj ANCHORS DIRECTLY LIGHT Ij it II TIP•TO-TIP WIDTH INSTALLATIONANCHORS HEIGHT II II INTO MASONRY. THROUGH IX BUGKSTRIP SASH HORIZONTAL SECTION A-A INTO MASONRY. 1 II VISIBLE Tx HEIGI I I LIGHT 114'MAX SHIM HEIGHT /-y 5) 4 ANCHOR TYPE, BUCK 1 EMB 1 II II 412 STEEL �/ v �W�D EMBEDMENT AND EDGE HEIGHT oil I II II X SELF-DRILLING 10 X 11 DISTANCE PER SUBSTRATE, IIII II SMS(G5).SEE TABLE SEE TABLE 20,SHEET 11. I II 20,SHEET II. 24 II II II DADE APPROVED - ----- 32 — --- - j (� I 32 MULLION,ALUMINUM, O II I 31 STEEL FRAMING OR STEEL SASH VISIBLE II STUD,SEE SUBSTRATE LIGHT WIDTH 57 11 PROPERTIES,TABLE 20. N CUT LENGTH SHEET 11. 12 Q EACH 3 MEETINGRAIL EXTERIOR 25 FIXED VISIBLE INSTALLATION �i I7 STANDARD LIGHTWIDTH INSTALLATION TYP.ANCHORTYPE, OPTIOI MEETING RAIL 7 - OPTION 1 EMBEDMENT AND EDGE INSTALLATION DISTANCE PER BUCK WIDTH INSTALLATION 2 ANCHORS TIP-TO-TIP WIDTH ANCHORS INTO 2X G TABLE 20.SHEET DIRECTLYINTO WOOD. ze TABLE ao,SHEET 11. METAL HORIZONTAL SECTION C-C I NOTES: PRODUCT REVISED 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 20 OF SHEET 11.FOLLOW EMBEDMENT AND ae complying with tho Florida 17.0411.05 EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OFTHE WINDOW. BDA-Nm Code NA No. 1i4'MAX SHIM 2)ALL WOOD BUCKS LESS THAN 1-1/2° —111111" Expiration Date 04/05/2022 1XWO0D THICK ARE TO BE CONSIDERED IX \��I� NY LYNN ///// Revised By: Dote: R.vW-. BUCKSTRIP, INSTALLATIONS.IX WOOD BUCKS ARE `1 ,�aa.•"""••.Mi / By SEE NOTE 2. . CONCRETE PER OPTIONAL.UNIT MAY BE INSTALLED I,tCENgF C� Mloml-D a Protlttet Gontro THIS SHEET. .. 'q ANCHOR DIRECTLY TO SUBSTRATE.WOOD BUCKS = Q', •;��'i Revised Dy: Oaf. RevMion: I • REQUIREMENT DEPICTEDAS 2XARE 1-1/YTHICKOR _*i No.58705 I EXTERIOR - '° ••' GREATER.IX AND 2X BUCKS(WHEN Orovn USED)SHALL BE DESIGNED TO PROPERLY iyt 7- oesMptiore INSTALLATION TRANSFER LOADS TO THE STRUCTURE. ��p (�/ra INSTALLATION DETAILS,STD MR J ROSOWSKI I WOOD BUCK DESIGN AND INSTALLATION O A E F 1070 TECHNOLOGY DRIVE OPTION 3 IS THE RESPONSIBILITY OF THE ' F N.VENICE,FL 34275 TDe- Oato. VERTICAL SECTION B-B INSTALLATION ANCHORS ENGINEER ORARCHITECT OFRECORD. i/C�s'•°......,.'G\?,' (941)480-1600 ALUMINUM HORIZONTAL ROLLER WINDOW 03/15/17 THROUGH 1X BUCKSTRIP MAXIMUM SHIM THICKNESS TO BE 1/4". /i SI N�V �//ONA" �1� Sades/a/odet: Smro: Sheat: pox9ng No. Rav: INTO MASONRY. A Ll(NII/maim+,P.E. �Pomrte�cErnm F.ED 50705 CERT.OF AUTH.t'20200 HR-210 NTS 7 OF 11 MD-HR210-02 INSTALLATION OPTION 1 CONCRETE(CMU HEAVY DUTY MEETING RAIL 1X WOOD INSTALLATION ANCHORS INTO 2X WOOD. PER ANCHOR TYP.ANCHOR TYPE, 13UCKSTRIP, REQUIREMENT �- EMBEDMENT AND EDGE SEE NOTE 2, "CONCRETE OPT EDGE EMBEDMENT DISTANCE PER SUBSTRATE, 'THIS SHEEP. - PERCMU 80 A. 2X WOOD DISTANCE T� 7 7��\ SEE TABLE 20,SHEEP 11. ° ANCHOR FLANGE @ Ij 1/4"MAX : HEAD. SHIM REQUIRE- . SILL&JAM88 EDGE i'DISTANCE .A. �+' 23 x 93 30 \�� 54 X 10 .a•'. MENT EMBED- 1 M EM' •�' -- — — 11 ---- -- Itt r — — 44 ``� I SASH SASH © _ I 1 SIB 1 TPP.ANCHOR TYPE, 1 VISIBLE :� ��.� ---""""iii LIGHT EDGE EMBEDMENTANO 57 — LIGHT DISTANCE EDGE DISTANCE 1MOTH �— IPER SUBSTRATE, I SEE TABLE 20, 76 VISIBLE I 7d �� If SHEET 11. 25 2A I,•.'� f•�— 70 21 80 EXTERIOR W1 5 EMBED- t II li iy MENT INSTALLATION FIXED f! it OPTION 2 INSTALLATION vISIBLE II 1� INSTALLATION OPTION 3 II II II ANCHORS DIRECTLY — DUCK WIDTH' _____ LIGHT I I M TTP-TO-TIP WIDTH INSTALLATION ANCHORS HEIGHT II 11 11 INTO MASONRY. THROUGH 1X SUCKSTRIP) ! 11 (1 SASH HORIZONTAL SECTION A-A INTO MASONRY. TIP-TO-TIF 11 ! VISIBLE HEIGHT I I I LIGHT 1/4"MAX.SHIM i HEIGHT 912 11 �I. II S TYP.ANCHORTYPE, BUCK II II 11 -DRILU G 4 2X WOOD EMBEDMENTAND EDGE HEIGHT II II II SELF-DRILLING 10 (11 II II I� SMS(G5)-,SEE TABLE X `�-� DISTANCE PER SUBSTRATE, iiII Ii 20,SHEET 1i. __ SEE TABLE 20,SHEET it. i _ 13 I ------ ----- 24 I I I DADS APPROVED --'— — — — 11 !I 32 MULLION,ALUMINUM, — 0 Il 31 STEELFPAMINGORSIEEL SASH VISIBLE II STUD.SEE SUBSTRATE SHEEP 11. LIGHT WIDTH i I PROPERTIES,TABLE 20, j 57 4"CUTLENGTH 12 @EACH 3 MEETING RAIL EXTE OR 25FIXED VISIBLE I INSTALLATION ���^^lil LIGHTWIDTH IINSTALLATION TPP.ANCHOR TYPE, OPTION HEAVY DUTY EMBEDMENT AND EDGE INSTALLATION MEETINGRAL B - OPTION 2 DISTANCEPER ANCHORS INSTALLATION BSTRATEANCHORS INTO 2X TA 29 TABLE 20 S ,SHEET 11. DIRECTLY INTO WOOD. METAL.. BUCK WIDTH NOTES: TIP-TO-TIP WIDTH 1)USE ONLY SUBSTRATE-APPROPRIATE PRODUCT REVISED ANCHORS LISTED ON TABLE 20 OF SHEET 11. - as complyfig with the Florida T} FOLLOW EMBEDMENT AND EDGE DISTANCE HORIZONTAL SECTION C-C amtairty coda L ild"MAX SHIM LIMITS,ANY INSTALLATION OPTION SHOWN MLI 7//ttr NOA-NI 17-0411.05 MAY BE USED ON ANY SIDE OF THE WINDOW. 1Rovtoad s. Data". Ex Iratlort Date !05!2022 1X WOOD aO•,....-„- � i� J” Rertaton: P _ BUCKSTRIP. ...•,• .'• �� '�,:'C%CENS�: SEE NOTE 2, .: '• J 2)ALL WOOD BUCKS LESS THAN 1-112"THICK PER ARE TO BE CONSIDERED 1X INSTALLATIONS.IX '.�•-Kr 6Y i 4;' THIS SHEET. CON �y ReWsad liY: Dofa RevisiRiiamt-Da raduat coMroi ANCHOR " WOOD BUCKS ARE OPTIONAL.UNIT MAY BE =�• No,88705 on: , REQUIREMENT '" -• INSTALLED DIRECTLYTO SUBSTRATE.WOOD •;*= EXTERIOR +1 BUCKS DEPICTED AS 2X ARE 1.1/2'THICK OR —-O'. "- Deaaripaon: Drawn By- BUCKS EPICTED2XBUCKS(WHENUSED} INSTALLATION SHALL BE DESIGNED TO PROPERLY TRANSFER �0,A•, sTn O �� 1070 TECHNOLOGY DRIVE INSTALLATION DETAILS,HD MR J ROSOWSKI OPTION LOADS TO THE STRUCTURE.WOOD BUCK •.-A(OR10P,-: S� N VENICE FL 34278 Atta Date VERTICAL SECTION 13-B INSTALLATION ANCHORS DESIGN AND INSTALLATION IS THE S RI THROUGH 1XBUCKSTRIP RESPONSIS UTY OF THE ENGINEER OR �'.`CONAL�?�` (941}4aalelw ALUMINUM HORIZONTAL ROLLER WINDOW 03/15/17 INTO MASONRY. ARCHITECTOF RECORD.MAXIMUM SHIM ftftt 1111111}1 anvrawrmm�r wrsax�smies,Inc. Seriea/Modeh. Saate: sheat Drawing No. star. THICKNESS TO BE 114". A LYNN MILLER,P.E, P.Eg a8T09 DEBT,OF AUTRo2ms HR-210 NTS 8 01=1'1 MD-HR210-02 I/8"ANNFALED CR 1/2'MIN.GLASS STACK 112*MIN.GLASS STACK TEMPERED GLASS 3/16'ANNEALED CLASS I14"ANNEALF0,GLASS ANNEALED 1/4'AIRSPACE EXTERIOR EXTERIOR EXTERIOR 1/8"AN 44 3(16'ANNEALED 311WAIRSPACE 64 11 EXTERIOR GLASS 1WANNEALE GLA I ASS 1/8"ANNEALED GLASS II 55 �3 i 9 � EXTERIOR SMrIN D SS .IT.?1!I'l _I I rMIN AZ S ,TE .382'M!IN, "N 382"MN. 382'MIN. GLASS BITE II GLASS BITE GLASS .38T MIN. .382'MIN. II at at GLASS 57 III 81 GLASS BITE 81 0-63 60.63 GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 112"MIN. MIN. TABLE 18: GLASS STACK GLASS STACK Glass Types 1 -3 TEMPERED 0 118"TEMPERED 114'AIRSPACE 3116'TEMPERED 3116'AIRSPACS I/B'Annealed 16 LASS ---I I 114'TEMPERED GLASS E)(TERIOR GLASS 1/8"TEMPERED GLASS GLASS 118'TEMPERED GLASS Glass 1 118"Tempered EXTERIOR EXTERIOR 56 67 Glass 2 3/16"Annealed lilt (58 1 67 114*Annealed .3er MIR .302-MIN. .382"MIN. 3W MIN. M GLASS BITE 1/8'Annealed-114'Airspace-1/$"Annealed GLASS BITE GLASS SITE GLAS4SBITE ! I Glass 3 — at 0 81 3/15"Annealed-3/16"AIrspa6c-1/6"Annealed 3116"Tempered 60-63 Glass 4 114-Tempered GLASS TYPE 5 GLASS TYPE 5 GFass 5 1 118"Tempered-1/4"Airspace-118"Tempered 13/16"Tempered-3116"Airspace-118"Tempered ALUMINUM SILICONE HOT-MELT BUTYL REINFORCEMENT POLNISO- DESICCANT FILL AREA STRUCTURAL AL REINFORCEMENT 'NF' N- 1�a �L& STRUUGrMURAL SILICONE 5116'NOM BUTYLFNE 5116"NOM, POLMOBLITYLE146- 114"NOM. FOAM 3116"NOM. SEAL wn'H SILVEP,METALI C SILICONE SEAL wn-H DESICCANT DESICCANT BUTYL ROLL-FORM LC \6 DC CIANIT D A L .r STAINLESS STEEL EL EXT'.GLASS EXT.GLASS M GLASS EXT.GLASS INT. INT.GLASS -INT.CLASS INT.GLASS 11,117.GLASS KODISPACE SUPER er s2DURASEAL5 ea EDGE' PRODUCT REVISED 4SIIII G TPS SPACER UR N)(TTm SPACER SPACER as complil with th.FI.,id. BulldJag 0 NOA-N.. 17-0411.05 TABLE 17: Wad W. Dqw. Rfti-fow Explrauan Daft 04/05/2022 Part# Description material Ly 13Y 60 Karnme4ing 4SG TPS Spacer System • miaml-EWb Product Conlaol .. I ftd-d By. Dfm RWafo. 61 Quenex Super Spacer NO Hot Meft Balyl See this S Sheet for NO.58705 62 Quanex Ouras;al Spacer Materials 63 Cardinal)L Edge Spacer GLAZING COMPONENTS J ROSOWSKI REFERENCE TEST RE FTL-671 7,8908 8970 STA 11070 TECHNOLOGY DRIVE PkC N.VENICE,FL 34275 TRW D. . ... .... .. (941)480-1 ODD ALUMINUM HORIZONTAL ROLLER WINDOW 08/15/17 'ON $.d.Nadal: 9 D-Wag No RmA.Ltm .4'r PX,46POS CERTXFAM.4"296 OF II MD-Hk21002 40 a 40 27 I ® ' 40 0 8 PRODUCT withhfSE th.Florida 28 Bulidin 10 NOA-No. 17.0411.05 Expimtlon DateO4/05/2022 By 3 �8 Bllaml-O roduet Control 28 3 12 W O 11 o O o 2 40 2 > N a w aIF N rIm e FRAME s 40 o J o Z;129 o z = j 26 CORNERS SASH STD.MEETING RAIL z LL ® z w CORNERS (HD SIMILAR) Uv 0 6 o-Q � As o ~W r� W DMO ASSEMBLYDETAILS > a 8 o Z.6 O W • � O Q o I h � Z � laaps OSILL ADAPTER N Q dF x O a Z � aloas 3 o z m _o 3 2 W N w U Q Q = lI+ z 1 WEEPHOLE NOTES: 'z5P apt -asap sauas t '330^ A.REQUIRED IF WINDOW WIDTH IS OVER 67^, VIII �+— B.REQUIRED IF WINDOW WIDTH IS OVER 45'/WD UP TO6 .G MQUIRED IF WINDOW WIDTH IS OVER 89". LyNV ��ttIIIIII//// 101 •190^ .415' D.REQUIRED IF WINDOW WIDTH IS OVER 45". ;Q�,`aON�GENSE I+- 1.200• 1200" ' No.58705 WEEPHOLES WEEPHOLE DETAILSST TE 01 SHOWN WITHOUT WEEPHOLE COVERS. 'O�(t`•'•.F GRID F \ 01 SILL SEE SHEET 1 FOR QUANTITY AND SPACING i P' �'%Ss�ONAI-ENG`• IInIL"ER, A.LYNN MILLER,P.E. P.EJI 58705 • I TABLE 19: Item Part# Description Material ''77���-°'000• 1 6215W Frame Head 6063-T6 T .eTs' ?i 2 6264W Frame Sill 6063-T5 2.w°• I I 3 62659W Sill Adapter 6063-76 4 6218W Frame Jamb{Fixed) 606976 zeza• 5 61086W Frame Jamb(Operable) 6063-T5 - 050• 0 0207W Heavy Duty Fixed Meeting Rail 0003-TB '062• zaxe• TABLE 20: - 7 6220W Fixed Maeting Roll 6083-T6 1.4x7• e All EdgMin. O.C. 6 8223W Sash Top&Bottom Rail 6083-T6 Anchor Type Anchor Frame Substrata Min. Embedment or 10 6221BW Sash Side Rall 6063-76 M. rex Group Member� Distance Olsio.anm Metal Thickness 11 6222W Sash Meeting Rall 6063-T6 •oto'-'-'fl-•^ #12 SFAS,410 or 18-e S5, Southern Pine(SG=QW) 9/18" 7!8" 136" 12 6270W Dogbone Reinforcement 6003-TB A (min°i3 threads beyond Ai 646375 Aluminum ata" W16" 118" 13 62785W Sash Stop 6083-T5 O FRAME HF1,0 O FT+AMESILL O3 9LL ADAPicri me.91 substrate) A35 Sleet or Gr.33 Steel Stud 318' 416• 0.045"(1B Ga) 20 74080BK Meeting Rail Sweep Latch Plug Rigid PVC #t 2,Steel SMS(Gr.5), Smthern Pine(Sr.=0.5.5) 9116" 718, 1-318" 1.54x' 1.442 21 42105W Sash Tap Gldde(Anti-tack) Rigid PVC � 1.662' B (Ran o(3threads bey and AD 806375 Aluminum 318' 418" 1!6" 22 42114W End Cap Rigid PVC --7722 motel substrate) A3B Sleel or Gr.33 Steel Stud 3t8" 418" 0.045"(18 Ga) 23 00200K .180'X.200"Q-Ion Wslp.(Frame) Flex PVC 70 - A Hollow Block(ASTM C90) 2-112" V, 24 e4066G .187"X.230"Fin Wslp. %Ades .002• I Filed Block(ASTM C90) 2-112" 4" 1-94" 25 66601K Bulb Vinyl Ws .062• -�- C 114°Elco URreCon® Ip.(Sash) Flex PVC 70 2124• z mo• AI Concrete(mm.285 list) 2.112" 4" 1378" 26 70275CK Frame Sill Gasket Polyethylene 2.2D9' A9 Southern Pine(SG=0.55) 1-1118" 1-1116" 1318" 27 70273AK Frame Head Gasket Polyethylene 093, D 114"410 55 Elco Aamb Hollow or Filled Block,(ASTM C50) 1�ra" 8^ 1-114" 28 7 RVJT K Sash Gaskets Polyethylene torte I CreteFlexO At Concrete(Min.a35 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM ail 7liAN10NE OFTHE" 13'4 29 7 1096 W Sweep la Cater Plastic 30 71096W Sweep Latch Cast Zinc ANCHOR GROUPS ABOVE,CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL 31 42112N Roller Housing&Guide Vinyl Od FRAME JAMA(F0(ED) O FRAAIEJAMB CQPERABLF I O HD FIXED MEETING RAIL TABLES IN THIS APPROVAL.. 32 7BRWHL2 Roller Brass 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. 40 781PQA #8 X V QUAD Pn SMS Steel _ 41 781PQX 98 X 1"Sq.Pn.SMS 41088 I•• 1.815^ 42 781 PSTX 98 X V Sq.Pn.Twin Fast SMS 410 SS .05092 050 '. 43 78X38PSA 98X.375"Sq.Pit.SMS 'Steel Imo-1.662 'mss I °s°' •O6z' 44 7858W W 108 X.625"Ph.FI.SMS Steel I - TABLE 21: 50 712653K Setting Block 3r32"X 1/4"X1" EPDM 7.605• Material Min.Fr Min.F" 61 71267N SeBin Block 1./8"X1/2"X1" EPDM 1.010• 1.as2• 9 Steel Screw 92 ksi 120 kel 54 61625W 1/e"Bead Aluminum .062 _I___ 18.8 Screw 60 ksi 95 ksl i 55 65016W 3/18"Bead Aluminum 410 Screw 90 Rai 110 ksl 56 65133W 114"Bead Aluminum O sro FbrEO MEETmcIUJL O SASH TOP E BOTTOM RAIL ISSASH SIDE RAIL Elco Ultreoon® 155 k51 177 ksi 57 6vT48W I.G.Bead Rigid PVC 410 SS Eloo Creten.xO 127.4 ksi 189.7 kal 70 61014FW Screen Frame Aluminum 6063-T5 Aluminum 18 ksi 22 ksi 71 47041W Screen Comer Key No Ring Vinyl 1.745 6061-76 Aluminum 25 list 30 ksl i 72 47042W Screen Comer Key with Ring vinyl I'-+•++a•«-i A3s steal 36 ksi Sa ksi ' 73 7320SPNG Screen Spring Spring Step 1.115 I tr.33 sleet siW 33 ksi 45 ksi T t.lar-�{ 74 61624K . Screen Spline-.135"Dia.Foam Rubber 1.457^ 781• D47• I 050^ 75 61635K Screen Spline-.135"Dia Hard Rubber .042•- i i 76 Screen Cloth Fiberglass 1 ,0a, .ose• 80 66615W Add-on Flange(Optional) '6063.76 DOGUONE PRODUCT REVISED 81 Dow Coming099SIitcone Glazing Sealant it SASH MEETING RAIL 12 13 SASHSIOP OADOON FLA!-Y`E 9 REINFORCEMENT as comprying with the Florida Building Bode NOA-No. 17-0411.05 Revise ey Dote: Revhf.. Expiration Date 04/05/2022 1 oN. GEN'"s2fi i 'l1)` )GENS By- ` 1• F '`f,P% Rawsetl Dy: Dote: Revision: DI Produef Contro No.58705 Drawn By: •3 BOM&PART DETAILS,ANCHOR TYPES J ROSOWSKI 1070 TECHNOLOGY DRIVE •Q STATE F ' r R.F( P„•' �� N.VENICE, 34275 Vile: OR1DDore: . s''• �p � (841)480.1600 ALUMINUM HORIZONTAL ROLLER WINDOW 03/15/17 NAooPTwtere]°1r Parra!--A- �das/Medal stole• seeeL• Dowing No. Rer. I A.LS'I•M A4LL1Ef�P.E """ON191�`"m HR-210 NTS 11 OF 11 MD-HR210-02 P.E6687135 CERT.OFADTH.62g29s S