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HomeMy WebLinkAboutProduct Approval-Windows, fixed Florida Building Code Online Page 1 of 3 i� �' ��i � Yti 4 �"'''''''7144;7',i'4,4",, t; <,,,,,,,„,,,,,,;4" wy i 4// IV' *' ° 'rM' '" µtime �j y�� � �y/,,i,''';',--,,,-- 9/,,,,- / "�:1:11%01111i4, 144;iii,/ G ^,6 .4. c,:,‘„-,,,k, -• � y f „F.,,, w »�.; tw mares BCIS Home Log In User Registration t Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links ; Search Florida i lr dII Product Approval -: )USER:Public User I Product Approval Menu>Product or Application Search> •pplication List>Application Detail ref� •� FL# FL243-R21. Application TypeRevision Code Version 2017 Application Status - e *Approvedand/orthe by DBPR.Commission Approvalsifnecessary.by DBPR shall be reviewed and ratified by the POC I i I Comments Archivedq �, ,,��tR,,t,tifluct Manufacturer PGT Industries J1i� ��,/Ydd���drree•••ss/Phone/Email 1070 Technology! !ye CFI(/FD North Ven 34275 pp�� ,PO'' •' 486-0100 Ext 22318 r%/�j' OD.!A ', druark@pgtindustries.com Pei-Mitt-1.17n v v�208 i eS ittin9 J '4N�y Authorized Signature ]ens Rosowski I AUC epd/7m jrosowski@pgtindustries.com County ent Technical Representative Lynn Miller,P.E. Address/Phone/Email 1070 Technology Dr N Venice,FL 34275 I (941)486-0100 Ext 21142 (miller@pgtlndustries.com i Quality Assurance Representative Address/Phone/Email 1 Category Windows Subcategory Fixed 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 III Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A 09/25/2016 Date Submitted Date Validated 10/15/2018 Date Pending FBC Approval Date Approved 10/22/2018 I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ3 SVD... 5/3/2019 • Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 243.1 CA-640 Fixed(Non-Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 17061413.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/11/2023 Design Pressure:N/A Installation Instructions. Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R21 II 17061413.pdf . for product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER � . size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: I 243.2 ICA-740 Fixed(Large Missile Impact) Aluminum Fixed Window used with Casement/Awning , Limits of Use Certification Agency Certificate i Approved for use in HVHZ:Yes FL243 R21 C CAC 17061415.odf ' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j Impact Resistant:Yes 04/11/2023 I Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R21 II 17061415.pdf for product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: I 243.3 IPW-220(Non-Impact) Aluminum Fixed Window I Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 17061405.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/18/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R21 II 17061405.pdf for product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: I Evaluation Reports I Created by Independent Third Party: , 243.4 IPW-620(Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 17061410.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/19/2019 I • Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R21 II 17061410.pdf for product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: I 243.5 ,IPW-720(Large Missile Impact) Aluminum Fixed Window • Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 17061411.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/19/2019 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R21 II 17061411.pdf for product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports I Created by Independent Third Party: 243.6 IPW-820(Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 17061411.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/19/2019 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R21 II 17061411.pdf for product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER I size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: I 243.7 IPW-5420(Non-Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate � Approved for use in HVHZ:Yes FL243 R21 C CAC 17061408.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date • Impact Resistant:No 04/30/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R21 II 17061408.pdf , for product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.8 IPW-5440(Non-Impact) Vinyl Fixed Window used with Casement/Awning I Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 17061407.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/24/2020 Design Pressure:N/A Installation Instructions I Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R21 II 17061407.pdf for product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.9 IPW-5520(Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 17061409.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 VD... 5/3/2019 } Florida Building Code Online Page 3 f 3 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R21 H 17061409.pdf for product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.10 IPW-5540(Large Missile Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate 1 Approved for use in HVHZ:Yes FL243 R21 C CAC 17061406.pdf 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 Acceptance(NOA) FL243 R21 II 17061406.pdf for product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.11 IPW-7620A(Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 18-0430.04.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/19/2024 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade Coun .' -of Acceptance(NOA) FL243 R21 II 18-0430.04.pdf for product performance•• .rmat•-,•nchorage detai ,•nd anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing inf. ation Created by Independent Third Party: Evaluation Reports - Created by Independent Third Party: 243.12 IPW-7720A(Impact) AluminumFixed Window Limits of Use rtification Age "" ate Approved for use' HVHZ:Yes FL243 R21 AC 18-0430.05.5 Approved for use ou '•e HVHZ:Yes Quality Assurance Contract Expir tion Date Impact Resistant:Yes 02/19/2024 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptant OA) FL243 R21 II 18-0430.05. for product performance information,anchorage details,and anchor Verified By:Miami- CO-CER size,and spacing information. Created by ndependent Third Party: Evaluation Reports Created by Independent Third Party: I:24;ktiiaENI 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 i Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic • mall to this entity.Instead,contact the office by phone or by traditional 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: IM 6151 qLgii eChetk SecurityMehics Credit Card Safe • i I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 VD... 5/3/2019 MIAMI•DADE MIAMI-DADE COUNTY 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/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). 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 approve. . descr'•-' erein, and has been designed to comply with the Florida Building Code, including the Hi y Velo Hurric.i e Zone.- DESCRIPTION: Se ies"P7720A"A /minum Fixed Window—L.M.I. APPROVAL DOC 41 NT: Drawi.: No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, :_ 12/13,with revision D dated 03/16/18, 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 numbe .•• - _ _ .• • - Miami-Dade County Product Control Section. MISSILE IMPACT RAI ING: Large and Small Missile Impact Resistant LABELING: Each unit sha .-. : . ••_•-• .•- • • .• . . . . er'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#17-0614.11 and consists of this page 1 and evidence pages E-1,E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 18-0430.05 MIAMI-DADE COUNTY Expiration Date: February 19,2024 APPROVED Approval Date: August 23,2018 8/13)18 ' PGT Industries,Inc. ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared i by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Aix Pressure Test, Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16%15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0629.14) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 1 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, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 13-0502.03) 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 along with marked-up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) L7 ant.ePt 1 ' . Per Manuel .E. Product Control jfill ner NOA No. 18-: 30.05 Expiration Date: February 19,2024 Approval Date: August 23,2018 E-1 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5th Edition (2014) and FBC 6th Edition(2017), dated 09/15/17,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. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White) Glass Interlayer"dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers -Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property- Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. CUU . 1110 mo i Manuel Pere '.E. Product Control E iR ner NOA No.18-i 30.05 Expiration Date: February 19,2024 Approval Date: August 23,2018 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez,P.E 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda,P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820"Aluminum Fixed Window—L.M.I." approved on 08/04/16 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7720A.1,titled"Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13,with revision D dated 03/16/18,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. L't24/1,40-0, / Manuel 'ere �i 1 . Product Control Ex. 'er NOA No. 18-0430.05 Expiration Date: February 19,2024 Approval Date: August 23,2018 E-3 • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. 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, and TAS 202-94 7)Drop Load Test,per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked-up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017),prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated April 20,2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20,2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia,P.E.,Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820"Aluminum Fixed Window—L.M.I., approved on 10/1 and expiring on 02/19/19. / , Manuel Perez* roduct Control Exa NOA No. 18-0430.05 Expiration Date: February 19,2024 Approval Date: August 23,2018 E 4 • GENERAL NOTES:SERIES PW7720A IMPACT-RESISTANT FIXED WINDOW DESIGN PRESSURE RATING IMPACT RATING VARIES, LARGE&SMALL MISSILE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH 'SEE SHEETS 2-5 IMPACT RESISTANCE THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). -+ 49"TIP-TO-TIP WIDTH +-- 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE -..-- 48"BUCK WIDTH -.- --.-- 48"BUCK WIDTH -iii- + 48"BUCK WIDTH -.- DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABO '30' 45-1/4"VISIBLE 45-1/4"VISIBLE 45-114"VISIBLE IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. LIGHT WIDTH pRUDUCT REVISED LIGHT WIDTH LIGHT WIDTH as complying with the;1w ida 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE•NLY •�— 6-12" • . �- 6"MAX. F,SHEET 82"MAX. building Code B,SHEET 6 D,SHEET 7 [•'*--- ,yam,ice 18'O4'30,6� MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATE-IALS H,SHEET 9 N I�, USED FOR-ANCHOR EVALUATIONS WERE SOUTHERN PINE,A' M C90 4 -- - -- 1 - -- t Expiration Das /� CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI R ---I i I i II I I -__ ANCHOR TYPE. BY bn�d�.( Miami ade Product Corttf 4)ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE CON-IDERED A I 96' C I C E,SHEET 8 I E,G 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT I SHEET 6 A BUCK SHEET 7 G,SHEET 9 JR-03/16/18-UPDATED INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPIC :D AS 2X 96' VALUES AND SIZES FOR HEIGHT I BUCK ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN US •)SHALL _,_-_-_-_ I _!__—_—_-il� HEIGHT I -------- S. GLASS TYPES 5-8. BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRU TURE. t I 93_7/4^ SERIES NAME CHANGE TO WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBIL OF -- i / 93"1/4' i / / VISIBLE 7720A FROM 720. THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 12"MAX. VISIBL i 2"MAX. ll g3_1/q^ O.C. / LIGHT O.C. / VISIBLE f '' LIGHT 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL HEIGHT �{}- LIGHT _ii HEIGHT DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBED NT. I / 97• I / HEIGHT I / 96" W i Cr� Y 0 NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OFT IP-0 BUCK 7 w Ea (A nayFRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL I . TI• I 5"MAX. HEIGHTSEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF hhIIEl HT O.C. Lo NOrINSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE — I II >- aO o I SCOPE OF THESE INSTRUCTIONS. 1 !/ (�ry z w ry � I M Hw Cl) 7 6)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION 1 —� I 1 ;1.-- --11I I I _ J J O it y Z �B r WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS I I ` OZ U.O o.a, Z u.uo�p 6 CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY L i--B�I ' Imo- 12"MAX C 6„ T �+-D�I Imo-- 12"MAX.O.C. F,H I [.._ 2 LijU. 5 0 OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-1/2" . MAX. 2"MAX. -y'll O 0 0 O c IMPOSED ON THEM BY THE WINDOW. 5"MAX.O.C. H Z ,:t _< j •oN 7)DESIGN PRESSURES: P.FLANGED FR:, TYP.EQUAL-LEG FRAME TYP.FIN FRAME o> ,a 5 z po A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST ELEVATION ELEVATION 0 z p O 0 PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM El 300. - I- LL B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, O STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS FIGURE 1: - W `- J PER ASTM E1300. 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK W GUIDE TO SHEETS: rn taay5 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ® m (n oi3 GENERAL NOTES 1 ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME a. M Z Cl) 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS 1 / MEMBERS,SEE FIGURE 1,THIS SHEET. Cn RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN GLAZING DETAILS 2-5 r 0 O z PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES 2-5 12"O.C. T ——— T WIDTH ---I [ Q 0 Z arna5 ��--WIDTH -{ I+WIDTH --I -WIDTH�� I-- THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION,FLANGE 6 MAX. _ _ - , r .-__-\.� r ,. , tL -J Q USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS INSTALLATION,EQUAL-LEG.. 7 TT L Ce N THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS INSTALLATION,INT.FIN A 8 / �- r- �/ Ir ❑ W rei- SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INSTALLATION,INT.FIN B 9 'Ii W_ r ._ _ _1 .1, W j \ I W W 1 r' •I' O X W S FOR CORROSION RESISTANCE. CORNER ASSEMBLY 10 , EXTRUSION PROFILES 10 6" I' tI _ i 1I _` l ' I _` I I_ I L• a0 d 9)REFERENCES:TEST REPORTS FTL-3835,3850,7212&18-7763;ELCO PARTS LIST 10 MAX. I 1 - ' 1 L' - -/J i 12L'-:-,' J arta 0 SauaS ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS \\III I 1 I 1 i FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. f F WIDTH--I I—WIDTH-H I—WIDTH--- �-WIDTH-H �0\\\I LIII,YNN 77'x., TAB T�-- --� T TI - T� s.„,x„............. 2� , 10)THE 7720A SERIES WAS FORMERLY CALLED THE 720/820 SE . Tyke zcnption Sheet __ _ = I/ �I = �'�,.•''�tCENSF'•�����- CODES/STANDARDS USED: 7116'Lami(3116"MI- 'HS) 2 w '' w i' w I. w No.58705 •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 2 7l16PLam1l3l16"HS-.090'PVB-3116"HS) 3 = _ _ '�1 _ =*•1 1 •ASTM E1300-09 3 1-1/16'Lami.IG(3/16"T-7/16"Air-3/16"An-.090'PVB-3/16"HS) 2 1 1 L_- .-i_ 1L J _-O• / 4 1-1/16"Lami.IG(3/16'7-7176"Air-3/16"HO-.090'PVB-3116"HS) 3 LLV//lll... q �/ .(r� •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTIONO p 5 7/16°Lami(3/16"An-.090'SG-3118"An) 4 I WIDTH -I H- WIDTH+{ H-WIDTH--{ WIDTH--I �1l� •ALUMINUM DESIGN MANUAL,ADM-2015 _—— ——— — ___ %O ST TE F • (V\ •AISI 5100.12 6 7/16"Lami(3/16"HE-.090"SG-3/18'HS) 5 T r TE- 1 TrAl •AISC 360-10 8 1-1116'Lauri.IG(3/16'T-7/16"Air-3/16"HS-.090'SG-3116°HS) 5 �/ O I. O I)i I6/ I ' /'S;S70NAL EAG' THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT-LB "SG"_"KURARAY SENTRYGLAS®INTERLAYER"BY KURARAY AMERICA,INC. = 9/ = I �v = I - 9� I = ///I I 1 1 1 11 t• KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF "PVB"="KURARAY TROSIFOL®PVB INTERLAYER"BY KURARAY AMERICA,INC. 1 11 A LYNN MILLER,P.E. ANSI Z97.1 WHEN USING GLASS TYPES 6 OR 8. i --------- - - '—' ---- - p.E.#58705 37 Zat e - 50, ci l't3 X LS , -El- SD.cJ - TABLE 2: Window Design Pressure(+/-,psf)for Glass Type 1 Long Side,lip to Tip(In) 7/16"LAMINATED .�.�J 1116617P- 73 77 81 85 89 93 97 101 105 110.112 GLASS STACK I I- Alri -Bo +1-80 +1-80 +/-80 +/-80 0-80 +1-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 +1-80 +1-80 */-8I */-80 +/-80 +/-80 +1-80 +/-80 -.090"PV INTERLAYER 35 +/-80 +/-80 */-80 +1-80 +/-80 +1-80 */-80 +/-80 +/-80 +1-79.8 +1-79.4 5�,�3116"H T STRENGTHENED GLASS 37 +/-80 +/-80 +/-80 +1-80 +1-80 +1-80 +/-79.7 +1-77.2 +/-75.1 +1-73.4 +/-72.2 3/16"ANNEALED GLASS 39 +/.80 +/-80 +1-80 +1-80 +1-80 */-78.1 +/-75.2 +1-72.5 +1-70.3 +1-68.5 */-66.3 PRODUCT REVISED 41 +1-80 +/-80 +1-80 +1-79.8 +1-77.2 +1-74.3 +/-71.3 +4-67.9 +/-65.1 +/-63.4 +1-61.6 0 r a'complying with(Sc Florida (10 S 43 ♦1.80 +/-80 +/-89 +/-77.4 +/-74.3 +1-71.3 _ +/-68.2 _ +1-64.7 +/-61.6 */-59.8 +1-58.2 i Building Code F_-45 -+/-80 +-80 - *1-78.9 +1-75.4 +1-72.1 +1-68.9 +/-65.6 */-62.2 +/-59.7 +/-57.5 i E4xscunrN '"d7�••: D 4 */-BO *I-77.2 +/-73.6 +l-70.1 *l-66.8 +1-63.5 +1.60.3 +/-57.7 1 -8" Imo- LONG SIDE -+ - --- '(' F +/-80 +/-79.3 *I-75.6 +/-71.9 +/•66.3 *l-64.9 +/-61.5 +1-56.2 GLAS.BITE By ..11�.-r,A ! t is 51 +l-77.5 +1-74.1 +1-711.3 +1-66.7 +1-63.1 +/-59.7 ® 7#7./ ' $ A.4i:mi. ado Product Control t 53 */-77.4 +/-73.8 */-70.5 */-67.3 +l-63.1 +1-81.5 J 55 *1-77.4 +/-73.8 *1-70.5 +/-67.3 +/-63.5 SHORT NO CHANGES THIS SHEET. DE is 57 *1-75.8 +1-72 +/-68.6 +1.65.3 EXTERIOR ® SI� 59 +/-74.2 +/-70,3 +1-66.8 61 */-72.7 0-68.7 +/-65 _ - 63 */-71.2 *1-67.1 GLASS TYPE 1 65 +1.69.7 +/-65.5 f+- LONG SIDE --I 67 +/-68.3 68-7/8 +1-67 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN SHORT /,/ W Li co co 2 O THE TABLE TO DETERMINE THE WINDOW SIZE. SIDE %/ - N ?> -nay 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 2 "� 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS Qo V O r COMPLETELY FIT WITHIN. ?•co o¢ *1a5 0 O O Nzm W N • TABLE DIMENSIONS MAY BE OJ M a W -' TABLE 3: ORIENTED VERTICALLY OR O LL o 0-en Z u xe0 O HORIZONTALLY AS SHOWN. Z rD b W o m Window Design Pressure(+/-,psf)for Glass Type 3 U U d ®T, O Long Side,Tip to lip(in) H Z v =¢ D 1-1/16"NOM. W o C7 OMO 6&718 73 77 81 85 89 93 97 101 105 110-1/2 7/16"LAMINATED O GLASS STACK GLASS STACK r Z p O `co o 31 +/-80 H-80 +1-60 +/-80 +/-80 *1-80 +1-80 +1-80 +/-80 *L80 +1-80 -^I O 33 +1-80 +/-80 +1-80 +1.80 +/-80 +1-80 +1-80 +/-80 +1-80 +/-80 +1-80 3/16"HEAT o F w u- 35 +1-80 +/-80 0-80 +/-80 +/-80 +/-53 +4-80 */-80 +/-80 +/-80 +/-80 Y STRENGTHENED GLASS J J O 311 fi"TEMPERED GLASS 0� Q N 37 +/-80 +/-80 +/-80 */•80 +/-80 +1.80 +4-80 +1.80 +1-80 +1-80 +1-80 J 39 +1-80 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +1-80 +/-79.4 +1-78.4 +/-74.3 d 3116"ANNEALED GLASS 1- _ 7/16"AIR SPACE 7 SHORT I W laay5 41 +1-80 */-80 +/-80 +/-80 +/-80 +1-60 +1�0 */-76.7 +1-73.5 +/-70.9 +1-69 O' ,090"PVB SIDE f Ilio �® et Z reW 43 +/-80 +/-80 +!-8D +1-80 +/-80 +1-80 +/-77 +/-73.1 +/-69.6 +1-66.9 +/-65.2 INTERLAYER 12- 45 +/-80 +/.80 +l-8D +/-80 +l-80 +1-77.8 +/-74.1 +/-70.3 +/-67.5 +/-83.9 T rn I- 47 +/-80 +/-80 +/-80 */-80 */-79.2 */-75.4 */-71.7 +/-68.1' +/-65.1 }I p g Z F_ 49 +1-60 *1.80 +!-BD +l-80 +l-77.2 *l-73.3 *l-69.5 . */-65.8 0 Ityks I (1, 4 O w aioa5 ai 51 +l-80 +f-80 *1-80 +/-79.4 +/-75.3 +l-71.3 *l-67.5 f 518" Z_ CL Q w53 _ +1-80 *1-80 +1-80 +/-77.7 +/-73.5 */-69.5 I GLASS BITE LONG OF Z N 55 _ *1-80 *!-80 +1-79.6 *l-76 +1-71.8 SIDE w OW ti 57 */-80 +1.80 +1-77.5 +/-73.8 EXTERIOR ,f-"� O w W _ 59 */-80 +1-79.4 +/-75.4 61 *l-80 +1-77.6 +1-73.5 ® ® 11 0 + 83 +/-80 +/•75.8 a1/!1 '�0 sada. 67 */-77.2 +1-74 GLASS TYPE 3 l_.__ ,�\\t11/1L1/I//, /�. 68-718 +1-74.9 _`I SHORT f \,,' pN•,,,,,.!. 7Zj/, /i, 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN SIDE `-4..`,••••LICENSE'•.,(� THE TABLE TO DETERMINE THE WINDOW SIZE. Q. •.13 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. _* No.58705 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS - COMPLETELY FIT WITHIN. - I - II ��Q ST TE`O :11<l` �,'s`,1ONA. ?N /1/11111\01 A.LYNN MILLER,P.E. P.E.#58705 • • TABLE 4: Window Design Pressure(+/-,psf)for Glass Types 2 8 4 Long Side,Tip to lip(in) 68-7/8 73 77 - 81 85 69 93 97 101 105 110.112 113 117 121 125 129 133 137 141 145 31 +/-85 +1.80 +1-80 N-80 +1-80 +/-60 +1-80 +1.80 +1-80 +/-80 +1.80 41-80 +1-80 +/-80 41-60 +1-80 +1-80 +1-80 +1-80 +1-80 33 +1.80 +1.80 +1-80 +1-80 +/-90 */-80 +/-80 +1-00 +/-80 +1.80 +/.80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-90 +/.80 +1-80 +1-80 " 35 +/•80 +/-80 */.80 +1-80 +1-60 +/-80 +1-80 +7-80 +/-80 +/-80 +1.80 +/-80 +1-80 +1-80 +/.85 +1-85 +l-SD PRODUCT REVISED 37 +1.80 +1.80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/410 +/-80 +/-80 +/-80 +/-80 +/-80 Is cmnplyi+5 with the Florkb 39 +1.80 +680 41-80 +/-80 */-80 +/-80 +1-80 +/-8D +/-60 +1.80 +/-80 +1.80 _ N-80 */-80 Building Coda ---41-" +/-80 +/-80 */80 +1-80 +1-80 +/-eD +/-80 r!-90 +/-80 +1.80 +1-80 +/-80 E*ration 24......7". O' -f�_ Ci, 'a 43 +/•BO +1.60 +!•80 +1-80 +1-80 +/-80 +1-80 +l-80 +/-80 +1.60 +l-80 EP•vatioa Ocic ��i i 45 +1.80 +l-80 +/-80 +/-80 +/.80 +/-80 +/-80 +/-80 +1-80 +1.60 - 4..,+,,i4..�I1 _. 2 47 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 E;;;?"y-s,'r'•'r 9DnL�aa01A�, F 49 */-80 +1.80 +/-80 +680 +/-80 +/-80 +/-80 +1-80 u 51 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-00 1 53 +/•e0 +1.80 +/-80 , 41-80 +/AO +/-79.1 NO CHANGES THIS SHEET. 55 +1-80 +/-80 +1.80 - +/-80 , +/-78.6 - 0 w 57 +/-80 +1.80 +1-80 , +/-79.I _ 59 41.60 +1-80 +1-80 61 +1.80 +/-80 +/.79.3 63 +/-80 +/-80 ' 65 *1.80 */-80 ' 67 +660 i 68-7/8 +1.80 W . Y ❑ „a 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. EC w 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 0 o C O 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. >-Lo o¢ QM- 0O Oa CD esj rf Cs, O a "' Ln J Cr) W r F O J O a Z 49 ❑' z ll x J u -,0 2oc7 W UU o a''2, O_ FW-Z CO =< 0 ".PI 1.1/16"NOM. _ _ TABLE DIMENSIONS MAY BE p W .c2= U 0M0 GLASS STACK ORIENTED VERTICALLY OR N O 7/16"LAMINATED L� �J 7/16"LAMINATED o GLASS STACK I I �- GLASS STACK HORIZONTALLY AS SHOWN. Z v 0 H W LL �, .090"PVB INTERLAYER 3/16"TEMPERED GLASS �� 3/16"HEAT STRENGTHENED GLASS ALSIDE - m co O % 3/16"HEAT I, 3116"NEAT STRENGTHENED GLASS H- LONG SIDE -.- F¢ I- 3/16"HEAT STRENGTHENED GLASS $ STRENGTHENED GLASS 7/16"AIR SPACE ,1 .090°PVB INTERLAYER m Cn W I++oS SHORT ?0 co op i SIDE W Z ilij 518" • )'.lid i1 5M' SSIOET f (Iik Z �IwS ft GLASS BITE j I" GLASS BITE O OEXTERIOR (75 ' EXTERIOR } 1-4 LONG SIDE O X W GI- <=I I �-I LL ❑ a 0 a 44) ® ® 1- +11 '(sap sa*a5, GLASS TYPE 2 GLASS TYPE 4 SHORT /0 LONG SIDE /J/ SIDE ,.\`1�NytLYNN1''//,� 'L.�•O'•1GEN E SC i *: No.50705 SHORT - SIDE la •, IS Z_ Oma,'.. AT OF - Co. +' •'. ZORIDP,•''• ?, , S' .. „, /'',,ONALIEN'` A LYNN)AILLER,P.E. --- -- ---- -_ __ P.E.#50705 TABLE 5: Window Design Pressure(+1-,psf)for Glass Type 5 Long_Side,lip to lip(In) 7/16"LAMINATED L_ 68-7/8 73 77 78-3/4 81 85 8B 93 97 101 105 109 110-1/2 GLASS STACK I , 37 +901-130 +901-127.5 +90/-123.5 +904121.7 +90/-119.8 +90/-116.5 +90/-113.5 +901-111 +901-108.5 +901-106.3 +901-104.5 +90/-104.5 +90/-104.5 �, 39 +90/- 126.1 +901-120 +901-114.5 +901-112.9 +901-111 +90/-107.5 +801-104.5 +90/-101.7 +90/-99.5 +90/-97.7 +907-96.1 +90/-94.6 +901-94.1 .090"SG INTERLAYER 41 +901-120.1 +90/-113.5 +901-107.3 +901-105.2 +901-103 +90/-100.5 +90/-97.8 +90/-94.9 +901-92 +I-89.6 +1-88 +1-86.5 *I-86 I 3/16"ANNEALED GLASS 43 +901-114.4 +901-107.5 +90/-102.5 *901-100.7 +90498.6 *901-95.2 +901-92.2 .-89.1 +!•85.8 +/-83 +1.81.4 +/-80.4 +-80.1 3116"ANNEALED GLASS 45 +901-108.7 +90/-102.5 +90/-98.8 +90/-97.1 +90/-94.9 +901-91 +/-87.3 +-84.1 +/-81.7 H-79.7 +1-77.8 .-76.1 .475.8 PRODUCE REVISED a 47 *901-109,4 +90/-99.8 +90!-95.7 +90483.9 •90/-91.8 .-87.5 */-83.6 +/-81 +l-78.9 +•70.7 +1.74.7 .-72.7 +1-72 0 0, nsot>rnf/CT VISE41 49 +90/-101.1 +90/-87 +901-92.8 +90/-90.9 */-86.5 .-84.3 +/-81.2 +/-78 5 +/-78.1 +7-73.9 +l-71.7 +/-69.6 .•58.9 0 % + as com l Cade lorida F 51 +901.98.1 +901-94.1 +90/-90.1 H-98.2 0I-85.7 +1-92 .-79.1 +•76.3 N-73.6 +/-71.2 +1-88.9 .-66.8 +-85.9 1 1 Acceptance �S1D� O 53 +90/-95.3 +801-81.1 +-87.4 *f-85.6 +/-83.3 +/-80 +7-77 +/-74.1 +/-71.3 +/-68.7 *1.66.3 +1-64 +463.2 .� % Expiration Dale :a;71L1 .•Q4.. 55-'-*90/-92.5- '*L99,2 +-04:3----*1-82.9-- -+1-81.4 +/-78.1 +-74.9 *I-71.9 */-89.1 +/•66.4 +/-63.9 +/-61.8 a/-61.2 5/8"57 +-89.8 +4415.3 +/-81.8 +480.6 .-79 +-78.2 +473 +469.9 +-66.9 +/-64.1 +1-61.9 .-60.1 GLASSBITE f-•- LONG SIDE -� R `/�,1 _ ,0, /. y59 +1-87.1 +-82.8 +(-79.7 +(-78.4 +-76.8 +l-74 +1-71.1 +/-67.9 +I-64.8 +-62.2 +1.60.3 ® el ♦ y _c 61 +1-84.6 +/-80.8 +1-77.6 *I-76.2 +1-74.6 +/-71.7 .-69 .-65.9 +1-62.8 +1-60.8 ��/A• A1i0T iad0 Product Cos ter,2 83 +/-82.5 +/-78.9 +-74.6 +!•73.2 +1-71.4 +/-68.4 +l-65.5 +/-62.9 *1-60.9 s f° 85 */.80.7 *477 +473.6 +7-72.2 +470.4 +/-67.3 +1-64.4 +1-62 EXTERIOR SHORT �i �R-03116118-UPDATED 67 /-IT, +/-75.3 +1-71.7 +1-78.5 +1-68.4 +l-63.3 +/-81.4 co ® SIDE Y/ JR-VAL031S AND SIZES. PDA 68-7/8 N-77,3 +/-73.6 +-70 +-68.5 +1-66.6 +/-83.3 +l-87.1 73 +/-73.6 +1-70.2 +1.86.5 +/-64.8 +/-62.9 +/-60.5 77 +-70 +1.66.5 +463.2 .-61.9 GLASS TYPE 5 78-314 .-66.5 +-64.8 +481.9 +460.9 a 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE F- LONG SIDE --••••-1TABLE TO DETERMINE THE WINDOW SIZE. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS 0 COMPLETELY FIT WITHIN. SHORT LU vi a �?� ^aa L. 0 `v O J___- }ti o *100 0 • (0 N 2*' R N TABLE DIMENSIONS MAY BE _I Sir w TABLE 6: ORIENTED VERTICALLY OR Q Ja o 8.vi Z la HORIZONTALLY AS SHOWN. Z co o= W °a0 Window Design Pressure(+1-,psf)For Glass Type 7 D-W r E 00 6 ®' ❑ Long Side(In) W 2" a0 'E-+ 7 °N 68-718 73 77 78-314 B7 85 89 93 97 101 105 109 110-1/2 7-1/1fi"NOM. p W 'E a Q SMO 31 +907-130 +90/-130 +90/-130 +90/-130 +90/-130 +90'-130 +90/.130 *804130 +907-130 +90/-130 +80/-130 +90/-130 +90/-130 GLASS STACK ,( t` a Z O 33 +904130 +904130 +90/-130 +90/-130 +90/-130 +90/-130 +904130 +90/-130 +904130 +904130 +90/-130 +90/-130 +90/-130 7/16"LAMINATED v Z Q ( '.• 35 +901-130 +90/-130 +90/-130 +90/•130 +90/-130 +904130 *901-130 *904130 +904130 +901.130 +90/-130 +90/-130 +90/-130 GLASS STACK u a 37 +901-130 +901-130 +901-130 +90/•130 +90/-130 +901-130 +90/-128.3 +901-125.4.+90/-122.6 +90/420.1 +90!•119.1 +901-118.1 +901-118.1 J Q 39 +90/-130 +901-130 *90/-129.4 +901-727.5 +90/•125.4 *901-127.5 +901-718.1 *B0/-114.8 +901-112.5 +901.170.4 *90/-708.6 +901-108.9 +901-706.3 I 3/16'ANNEALED GLASS Tr 41 +90/-130 +901-128.3 +90/-121.2 +90/-1189 0901-116.4 +901-113.6 +901.110.5 *90/-107.2 +90/-103.9 +90/-101.3 +90/-99.4 +90/-97.7 +90/-97.1 3/16"TEMPERED GLASS �� J CO /, 3/16"ANNEALED GLASS Q 43 +907-128.3 +901.121.5 480/-115.8 +90/-173.8 +90/-111.4 *901-107.5 +904104.2 *801-100.8 490/-97 *901-83.8 +90/-92 *90/-90.9 +90/-90.5 I 45 +90/-122.9 +904-115.8 +90/-111.8 +90/-109.7 +90/-107.3 *90!-102.8 +90498.7 +90/-95 +90/-923 +90/-90.1 +/-87.9 +801-85.9 +807-85.4 7/16"AIR SPACE .090"SG INTERLAYER -I SHORT (ry W 7'.y5 47 +90/-178 +901-112.7 +901-108.1 +901-106.1 +90/-103.5 +901-98.8 +90/-94.4 +90/-91.5 +1-89.1 +1-86.7 +60/-84.4 +801-82.1 +60/-81.3 ___...1 111 SIDE a. -® co Z Ce ▪ 49 *901-114.2 +901-109.6 +90/-104.8 +90/.102.7 +90/•100 +907-95.3 +90/-91.8 +1-88.7 +/•89 +80483.5 +80581 +-78.7 +477.8 % c'x At; 51 +90!•110.9 +90/-108.3 +90/-101.8 +901-99,6 +90/-96.9 +90/-92.7 +/.89.3 +/-86.2 +60/-83.2 +80/-80.5 +1-77.9 *1.75.4 +-74.5 / Z y 53 +901-107.7 4801-702.9 +BO/-98.7 •90/-96.7 +801-84.1 +90(-80.4 *I-87 +ed-83.7 +80/-80.6 *1-77.7 +1-74.9 +-72.3 .-71.4 0 �� < W 5 55 +901-104.5 +90/-99.6 +90/-95.3 *901-93.7 +90/-91,8 H-88.3 +801-84.8 +80/-81.3 +-78.1 +-75.1 +-72.2 +/-69.8 +-89.1 F' .-.-4 5/8" Q Z a' ai°a5 5 57 +901-101.5 +90/-96.4 +901-92.5 0901-91 +-89.3 +801-86.1 +801-82.4 */-78.9 +-75.6 +!•72.5 +-89.8 H-87.6 :: / LL a 59 +90/-98.5 +90!•93.5 .-90 *I-88.5 +80/•88.8 4804-83.6 +80/-80.3 +l-78.7 +!•73.3 +/•70.3 +l-68.2 n % GLASS BITE O O 61 +901-95.8 +901-91.3 +/-87.7 +50/-96.2 +80/-84.3 +801-81 +/-77.9 +-74,5 +1-71 +-68.7 - ® •a� ti (DE. ! LONG IV63 +90/-92.2 +/-88.1 +80/-84.3 +80/-82.7 +80/-80.7 +7-77.3 +474 +/-71 +468.8 Z-Imir� SIDE 0* 5 ^ 65 +901.91.2 +(-87 +801-63.2 +80/•81.8 +/-79.6 +/-76.1 */-72.8 +1-70 r} X W 67 +(-89.3 +80/-85 *801-81 +1-79.4 +-77.3 +/-73.7 +-70.5 EXTERIOR LL 0 a 68-7/8 */-87.3 +80/-83.2 +479.1 +477.4 +1-75.2 +1-71.8 +-69 0 0 ® 4171 'asap*+**S 73 +80/-03.2 +478.4 +475.1 +7-73.2 +-71 +468.4 77 +479.1 +475.1 +471.4 +-69.9 GLASS TYPE 7 78.314 +/-77.4 */-73.2 +469.0 +-68.8 0,9511111/o,, 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO•TIP DIMENSION IN THE SHORT I- \� NY LYNN I% TABLE TO DETERMINE THE WINDOW SIZE. SIDE I� `.•• v\i,: .......,. /��` i�; 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION, .•4'�,•• oCENSgF••.•�� i 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS F-;' -•,� COMPLETELY FIT WITHIN. - _*j No.58705 - ::-.z1:1:I‘lInte...-• 'cc:7- ' '•.'PLORIDP,.-••\_, ',FS+ •••. G. �'/7SIO 1NA�LL. \`� A.LYN14IMILLER,P.E. - _ P.8,6 58705 • TABLE 7: Window Design Pressure(+/-,psf)for Glass Types 6&8 Long Side,lip to lip(in) 68-7/8 73 77 78-314 81 85 89 93 97 101 105 109 110-1/2 113 117 121 125 129 137 145 31 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 *90/-130 33 +90/-130 +90/-130 +90/-130 +901.130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 35 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 PRODUCT REVISED 37 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +801-110 +801-110 as complying with the Florida 39 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 *90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +80/-110 +80/-110 +801-110 +80/-110 Building Coda 41 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 Acceptmso No 10* _ _ __ 43 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +9W-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 *80/-110 Enpdtnhca Date • /Or 4. 45 +90/-130 *90/-130 +90/-130 +90/-130 +901.130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 �/� e1�/'/V/ _n 47 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130_ +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 .A.• L'rorK& --- - ~ 49 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 4-90/-130 +90/-130 +90/-130 *901-130 +801-110 +80/-110 +80/-110 +8D/-110 +80/-110 +80/-110 +801-110 *80/-110iip 0 51 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +89.41-128.9 *80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 . I- 53 +901-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +88.81-128.1 +80/-110 +90/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 JR-03/16/18-UPDATED v 55 +901-130 +90/-130 +901-130 +901-130 +90/-130 +88.8/-128.1 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 *60/-110 +80/-110 +801-110 VALUES AND SIZES. V1 57 *90/-139 +991-130 +90/-130 +90/-130 +89.4/-129 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 *80/-110 +80/-110 ., o 59 +90/-130 +90/-130 +90/-130 +89.5/-129.1 +801-110 +801-110 +80/-110 +80/-110 4801.110 +80/-110 +601-110 in 61 +901-130 +90/-130 +89.6/-129.3 +801-110 *80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 z°' 83 +90/-130 +90/-130 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 65 +90/-130 +90/-130 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 67 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 `— 68-7/8 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 73 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 WK cq Y 77 +801-110 +801-110 +801-110 +80/-110 9 °i a ..ts 78-3/4 +80/-110 +801-110 +801-110 +80/-110 w 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE, to 0 in W to 4 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ›-N z w .J.0 O o 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O 3 F w !n n 00.J oo a:.; Z xB - aLii Z LL tD ^ _l um°�0• = oWU0W) d G oz °N TABLE DIMORIENT DEVERT VERTICALLY MAY p D• rn 0- Z 00 1-1/16"NOM. 1 HORIZONTALLY AS SHOWN. Z o R. W LL GLASS STACK 7/16"LAMINATED -- g m 0 7116"LAMINATED - LONG GLASS STACK I GLASS STACK SIDE Q F 1, /: 3116"HEAT STRENGTHENED GLASS �— LONG SIDE -w ,° .090"SG INTERLAYER 3/tfi"TEMPERED GLASS / co W IaeyS / 3/16"HEAT 3116"HEAT STRENGTHENED GLASS ® m ru Z Ct STRENGTHENED GLASS 7/16"AIR SPACE 7 I- 3/16"HEAT STRENGTHENED GLASS / I .090"SG INTERLAYER SHORT a z % II SIDE I = O W O m % 11111hSHORT 4 0_' ai°'s© SIDELL5/B" FI %iiiII, 518" GLASSBITE 111 GLASS BITEvWW ii:.as:® �.Ui� ® nte_���4 T�. — LONG SIDE —►-j liO/ '1r 1 .11!1 '°sa0 sS EXTERIOR EXTERIOR 1 �j a0 0 a 0 0 SHORTSIDE �' / LONG SIDE .�`�NY�LYNN '%, GLASS TYPE 6 GLASS TYPE 8 L '�1GENgF'•�((0 i_ = Q. _ �,,.� No.58705 '•. —� f LC_ 'fi SHORT I �zu SIDE f ��0.. SAT OF .FC ORID?'.•'• ?. A.LYNN MILLER,P.E. .. __ --—- - P.E.#58705 • • ( Z `` 0 C • - TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EDGE EMBEDMENT AND EDGE INSTALLATION INSTALLATION OR FRAMING,SEE DISTANCE DISTANCE PER SUBSTRATE, TYPE C TYPE B I~.--- EMBEDMENT NOTE 2,THIS SHEET SEE TABLE 8,THIS SHEET - EMBEDMENT 1X WOOD BUC -• INSTALLATION •�� r 114"MAX SEE NOTE 2,THIS SHEET ' . ', 7 TYPE A �" E EMBEDMENT _� SHIM ��....�� TYP.ANCHOR TYPE,EMBEDMENT AN I,DGE i 1 1 • e �� EDGE DISTANCE PER SUBSTRATE, ANCE PRODUCT REVISED EDGE • O SEE TABLE 8,THIS SHEET ns wmplyiu9 with the Florida DISTANCE ' 'Building Code ___. — - L L_L-L__I [1/4"M• ' '+.Air I. Aptmli.ce at l" O:4 IV � 0 uExpinsn' Datc A:4 IV 1 SHIM �111011puAl"AA''4 Y�11- O .It/➢'1'ikA`1Pi 'B �tti. op.LMiamI r&de Prodret ta^"'� LIi, 1" USED FOR ALL I NO CHANGES THIS SHEET. 116 SIDES OF ` '.'jti —SHAPE @ 11-7/8 N STV HAPES P MAX. 11-7/8" n • 0 EXTERIOR CONCRETE/CMU • PER ANCHOR • I r 0 VISIBLE LIGHT WIDTH= 00] • REQUIREMENT WINDOW BUCK WIDTH•2.3/4" WINDOW BUCK WIDTH CONCRETE/CMU id co . _ y 0 W WINDOW PER ANCHOR EXTERIOR TIP-TO-TIP WINDOW WIDTH a Baa BUCK HEIGHT c] REQUIREMENT F w INSTALLATION HORIZONTAL SECTION A-A °ti ; 7.-i•toa c°n hQ TIP-TO-TIP k METHOD D t TABLE B: Q e aW Ce 2 Tr WINDOW 1 1I 1/4' Min.Ede Max O.C. -J a HEIGHT VISIBLE ` P� ' MAX. Anchor SubsUafe Distance Mn.Embedment Spacing a s UM ro HEIGHT= \\`�_�_•t 4 _�_�_LIGHT ' et �� SHIM Southern Pine(SG=0.55) 9116" 1-3/8" 12" =Uj 2`q UJ WINDOW mo #12 or414410 SS Screw Aluminum,6063-T5 min. 3/8" 0.063"' 12" 0 0 m ®! 0 'ON BUCK 0 ` A36 Steel 3l8" 0.063"• 12" F-Z V i< O Sora HEIGHT- I Steal Stud,Gr.33 min. 318" 0.045"(18 Ga)' 12" 0 j a Z 2.314' rill �� Southern Pine(SG=0.55) 9116" 1.3/8" 12" j o EXT OR Aluminum,6063-TS min. 3!B" 0.063"' 12" Z�' I- tL 'i'.FI #12 or#14 Steel Screw GS III STEEL SELF-DRILLING { ) A36 Steel 318" D.063"' 12" g 0 EMS{G5),SEE TABLE �„ Steel Stud,Gr.33 min. 3/8" 0.045"{18 Ga)' 12" —I z a3 8,THIS SHEETQ 1/4"410 SS CreteFlex SJppmWed CMU 2-1/2" 1-1/4" F O MIAMI-DADE APPROVED MULLION(SEE Concrete(min.3.35 ksi) 1" 1-3/4" 12•' ® ,� to .- /anus SEPERATE NOA,ALUMINUM,STEEL FRAMING ' O1 Z 'oncrete(mm.z:esxsnT 1" 1-3/4" 1T a. <0 ® Ai OR STEEL STUD.SEE SUBSTRATE 1/4"Steel Ultracon Concrete(min.2.85 ksi) 2-117' 1-3/6" 12" ¢ Z PROPERTIES,TABLE B,THIS SHEET Unqrouted CMU,(ASTM C•90I 2-11T' 1-1/4" 12" O F- / Concrete(min.3.5 ksi) 1-1/4" 1-3/4' • 17' - 0 Z °�°'S II 5l16"Seel UI ra000 Zs, Grouted CMU,(ASTTA C-90) 2-1/T 1-314" 1T-;.11 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.© u� -� 1/4"MAX SHIM "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. • w W Z Irlr ALL HEAD TYPES APPLICABLE. 0 X ' 'd' I LL LI Q. \\��:e \\\ I 1X WOOD BUCKSTRIP, INSTALLATION NOTES: a0i1 rosap saua5 SEE NOTE 2,THIS SHEET h .5 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND ,,,,•\,A,‘,•(IYNNI/,'�.,, EDGE DISTANCE LIMITS. .,.,...,..� • � CONCRETE PER �‘\ 'r � /( EMBEDMENT a ANCHOR 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL Material Mn.Fr Mn.Fu , .....• L.3GENSF '-c • • U " • REQUIREMENT THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN ••� t• ' Steel Screw 92 ksi 120 ksi No.58705 BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 410 Screw 90 ksi 110 ksi -*'1 t _ "2X"ARE 1-1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF _ WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY Elco UlraCon® 155 ksi 177 tai EDGE • • •TYP,ANCHOR TYPE,EMBEDMENT AUTHORITY HAVING JURISDICTION. 410 SS Elco CreteFleXO 127.4 ksi 189.7 ksi '' l ••�1 INSTALLATION DISTANCE (!/` AND EDGE DISTANCE PER 6063-T5 Aluminum 16 ksi 22 ksi O 57 TE TYPE B • SUBSTRATE,SEE TABLE 8,THIS SHEET 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A A36 Steel 36 ksi 58 ksi •• FCORIOP.• r•\� SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. Gr.33 Steel Stud 33 ksi 45 ksi VERTICAL SECTION B-B ,�'1s/11//111110‘ ,ONAL "\\\ 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR ////1111111 MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 • TYP.ANCHOR TYPE, INSTALLATION INSTALLATION EDGE �J EMBEDMENT AND EDGE 2X WOOD BUCKSTRIP DISTANCE I DISTANCE PER SUBSTRATE, TYPE G TYPE F F EMBEDMENT OR FRAMING,SEE I SEE TABLE 9,THIS SHEET NOTE 2,THIS SHEET 1N TE 2,THIS SHEET a —/- #...-.,.. .....,,,,.. ... I EMBEDMENT • SEE NOTE 2,THIS SHEET r� 1/4"MAX INSTALLATION 7��� 44111"qiii------L7, EMBEDMENT _� I� SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE TYPE E _ 1 l — EDGE DISTANCE PER SUBSTRATE, PRODUCT REVISED .--�—~ 1 _1 EDGE �„ 0 SEE TABLE 9,THIS SHEET • DISTANCE as complying with the Florida •; I "� r .ANCHOR BuildingTYPlJol$'�'3�p _-- - - - --- .R)L —11/4"MAX uIQllfdKUdtON!:1)t♦1I _ 0 f I\1\11t,'181'\illgll\1Si\t ulakm Expiration Date 1� �• 0,---,r_,.1. SHIM • '• ' _ Mi /��:�. •�( /�� I • Miami t•••'1Rou'bc! • USED FOR ALL - •�•f "' • \ '••'! ) NO CHANGES THIS SHEET. \\ ®SIDES OF • E%TER10R ' O ARCHITECTURAL .� 1 EXTERIOR SHAPES MAX@ 11-7/8" °• •e , I \"' s 0 VISIBLE LIGHT WIDTH= 0 I --II © ° a CONCRETE/CMU rr WINDOW BUCK WIDTH-2-3/4" PER ANCHOR I I • ' REQUIREMENT f WINDOW BUCK WIDTH -j a WINDOW HORIZONTAL SECTION C-C CONCRE PER HCMUOR > y a ^� • BUCK INSTALLATION w REQUIREMENT 0 o ' 0 HEIGHT ` TYPE H TABLE 9: T ON. o atop CD O O 1 1 i/4" Min.Edge Max O.C. 0 cN z w IY P4 'I� 1 MAX. Anchor Substrate Min.Embedment 0 a w CO n SHIM Distance _ Spacing J m are W -a c- VISIBLE \ s_�_�_�''i�_1_�• Southern Pine(SG=0.55) 9/16" 1-3/B" 12" 0 o ^i - u�[@u 0 LIGHT S #12 or#14 410 SS Screw Aluminum,6063.75 min. 3/8" 0.063"" 12" Z ED S z WO m 2 I_l A36 Steel 3/8" 5"(18• 12" 0 U1 O o J HEIGHT= L -fi7 Steel Stud Gr.33 min. 3!8" 0.045"(18 Ga)' 12" - .oN WINDOW 0 h�� • Southern Pine(SG=0.551 9/16" 1-3/8" 17' I-W s .a fr DMO BUCK Aluminum,6063-T5 min. 3/8" 0.063"• 12" n> a Z rm HEIGHT- EXTERIOR 11111 i STEEL SELF-DRILLING #12 or#14 Steel Screw(GS) A36 Steel 318" 0.063"' 12' o Z m o O r 2-3/4" SMS(G5),SEE TABLE ° Hli O 9,THIS SHEET Steel Stud.Gr.33 min. 3/8" 0.045"(18 Ga)' 12" z Ungrouted CMU,(ASTM 0-90) 2-1/2" 1-1/4" 12" O 0 1/4"410 SS CreteFtex ._I F MIAMI-DADE APPROVED MULLION(SEE Concrete(min.3.35 ksi) 1" 1-3/4" 12" 4 SEPERATE NOA),ALUMINUM,STEEL FRAMING Concrete(min.2.85 ksi) 1" 1-3/4" 12" OR STEEL STUD.SEE SUBSTRATE Z Q IDRUS 114°Steel lJltracpn Concrete(min.2.85 ksi) 2-1/2" 1-3/8" 12" PROPERTIES,TABLE 9,THIS SHEET Ungrouted CMU,(ASTM 0-90) 2-1/7' 1-1/4" 17' - III a — N F . ® 5/16"Steel Ultracon Concrete(min.3.5 ksi) 1-1/4" 1-3/4" 12" Z z o 0 Grouted CMU,(ASTM C-90) 2-1/T 1-3/4" 12' p 0 agog it 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL Z W '_:' "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. O S -/ ¢p © _!� 1.--&E, ALL HEAD TYPES APPLICABLE. L cc 0 G rr - 1/4"MAX SHIM cwi W 0 I 'V! ` INSTALLATION NOTES: IT W 0. \\\ \\�TT 1X WOOD BUCKSTRIP, 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND aIi!1 ',sap saua5 %\\'\''''' \\\\� \\ SEE NOTE 2,THIS SHEET EDGE DISTANCE LIMITS. Material Min.Fy Min.Fu ���111 rYI LYNN/,/'% T— • . 1 ' • \\\���\\\\\\\.• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1 X",ARE BUCKS WHOSE TOTAL Steel Screw 92 ksi 120 ksi \�. �oN.••••••N/l s „ CONCRETE PER THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN 410 Screw 9D ksi 110 ksi ` . .... L1GENg6' ..� EMBEDMENT ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS Elco UtraCon® 155 its) 177 ksi - T.' •'. % 1 ° ,. ,• , ' REQUIREMENT "2%"ARE 1-1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF 410 SS Elco CfeteFlexfl 127.4 ksi 189.7 ksi _* No.58705 Y WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION. 606375 Aluminum 16 ksi 22 ksi _ - . A36 Steel 36 6$) 56 ksi INSTALLATION EDGE �� a. TB a. TYPE F AND ANCHOR TYPE,EMBEDMENT 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFA SIZE q,33 Steel Stud • 33 ksi 45 ksi13...,.• ST TE C(�` DISTANCE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. , VERTICAL SECTION D-D SUBSTRATE,SEE TABLE 9,THIS SHEET 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR ��'s`S�ONAI ENG MULLION NOA APPLIES TO WHOLE SYSTEM. //1//I I 1 t 1 I\'\ A LYNN MILLER.P.E. P.E.#58705 • i FIN FRAMES ARE ONLY TO BE USED TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP INSTALLATION WITH GLASS TYPES 1.4(PVB INSTALLATION EMBEDMENT AND EDGE _1 EMBEDMENT ~— OR FRAMING,SEE • TYPE J INTERLAYER),NOT TO BE USED WITH TYPE K DISTANCE PER SUBSTRATE, f NOTE 2,THIS SHEET EDGE (�.. GLASS TYPES 5-8,(SG INTERLAYER). SEE TABLE 10,THIS SHEET DISTANCE —� I (.' 1/4"MAX 1 �-- r EDGE I 1 SHIM EDGE DISTANCE — •^I INSTALLATION 1 DISTANCE 2X WOOD BUCKSTRIP �� C I� WOOD ,BUCKSTRIPSEE TYPE I 'I'" x '.••' OR FRAMING, OR FRAMING,SEE , PRODUCT REVISED NOTE 2,THIS SHEET NOTE 2,THIS SHEET nt o rnplyiv8"spry the FEatida TYP.ANCHOR TYPE,EMBEDMENT AND Building Code • •.�. EDGE DISTANCE PER SUBSTRATE, Acceptance No 16-0 •a Expiration Parc B'MAW• • 0 1/4"MAX SEE TABLE 10,THIS SHEET SHIM �„ O - By ,O'... EMBEDMENT o Miami.adc product - © u \ EMBEDMENT . ®USED FOR ALL � NO CHANGES THIS SHEET. SIDESTE Au, NO ARCHITECTURAL SHAPES©11-7/8" ... S'i Ih EXTERIOR K O.C.MAX. L'•'• de G It= EXTERIOR I O VISIBLE LIGHT WIDTH= I © w i Y 0 WINDOW INSTALLATION LIII--- WINDOW BUCK WIDTH-2-3/4" ---III > _ `N co '"aa BUCK -HEIGHT S TYPE L 1 WINDOW BUCK WIDTH CC 61 .- EXTERIOR II \ 1/4" 0>- » Q a it m 0%0t MAX. HORIZONTAL SECTION E-E N z w Ia0 °� N % \ ��m�\_m��_.����� rSHIM _I Cr)ama� W r-- VISIBLE VISIBLE -� Z IL 0 r_)5 Z L"".0 A06 LIGHT O I =it (2 W HEIGHT= L 0 U O © 0 WINDOW •jjlWWI STEEL SELF-DRILLING W z a BUCK jjjl SMS(GS).SEE TABLE TABLE 10: W ° 0 cmo 'HEIGHT- kl I 10,THIS SHEET Min.Edge Max.O.C. O^> V 2 Z p Anchor Substrate o m o 0 2.3/4" _ Distance Spacing Z V Il.. MIAMI-DADE APPROVED MULLION(SEE 2-1/2"x.113"Box Nall Southern Pine(SG=0.55) 5/16" 5" SEPERATE BOA),ALUMINUM,STEEL FRAMING 2-1/2"x.131"Common Nall Southern Pine(SG=0.55) 3/8" 5" co OR STEEL STUD.SEE SUBSTRATE 2-1/2"0.145"Roofing Nail Southern Pine(SG=0.55) 3/8" 5" F i.PROPERTIES,TABLE 10,THIS SHEET Southern Pine(SG=0.55) 1/2" 5" ® ry Z Z )0005 #10 x 1"Steel Screw(G5)` 0.093"Aluminum 6063-T5 min. 5/16" 5" J003 1/1fi" Ste Steel 5116" 5"O 2XWOOD BUCKSTRIP 0.045"(18 Ga)Steel Stud,Gr.33 5/16" 5' O _,. 2 ORFRAMING,SEEMIN.OF3THREADSBEYONDTHEMETALSUBSTRATE.NOTE 2,THIS SHEETf'1 '11!4"MAX SHIM W Z e U X Z 5 LT. u, N- INSTALLATION NOTES: ,till -.xag sa 1. INSTALLATION _ —I 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW I �— It EMBEDMENT AND EDGE DISTANCE LIMITS. \\t1111111 I///� • TYPE J EDGE DISTANCE Material Mn.F, Mn.F" \\\,\,,\••(LYNN,�o% - 2.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL •.. '••'-' /( : t Steel Screw 92 ksi 120 ksi �`...• )GENS .. BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. v P F� 6063-75 Aluminum 16 ksi 22 ksi T.;'• TYP.ANCHOR TYPE,EMBEDMENT A36 Steel 36 ksi 58 ksi �— EMBEDMENT AND EDGE DISTANCE PER 3.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER Gr.33 Steel Stud 33 ksi 45 Ed -. No.58705 WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. SUBSTRATE,SEE TABLE 10,THIS SHEET = Q'7. VERTICAL SECTION F-F -0 '""' OF '`'?�`u;' ��'/SS�1NAL W .\'\ A LYNN MILLER,P.E. P.E./t 58705 • 4 EDGE DISTANCE TYP.ANCHOR TYPE, FIN FRAMES ARE ONLY TO BE USED 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE WITH GLASS TYPES 1-4(PVB FRAMING,SEE DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INTERLAYER),NOT TO BE USED WITH INSTALLATION EMBEDMENT OR FR NOTE F,AMTHIS SHEET SEE TABLE 11,THIS SHEET GLASS TYPES 5.8,(SG INTERLAYER). TYPE N r -- - EMBEDMENT INSTALLATION I • • -+1 114"MAX SHIM TYPE M w EMBEDMENT 1X WOOD BUCKSTRIP,SEE C O PRODUCTREVISF�~�-' + ; 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET s cemplyic8wish12++Ftatida• jOR FRAMING,SEEl Building Codei• ` / NOTE 2,THIS SHEET \ A p�non Tb 1W'�•3c).0.5_ -___ _ -1_ _ I (��..,wieg - © �1/4"MAX v Expirarion bate'.'C' %AL 1,02A. L.-[ _ TYP.ANCHOR TYPE,EMBEDMENT AND SHIM / EDGE DISTANCE PER SUBSTRATE, - By r IQ•... • r ti • _- ` v 0 SEE TABLE 11,THIS SHEETh� ldiami ieCe hdac4 �1O USED FOR ALL ' 11\\\ • c 0 1111 Itw /VMEtl/Cotml//tii\.1111�IutEu'. NO CHANGES THIS SHEET. SIDES OF • EXTERIOR ��SHAPES @ 11718' EDGE ARCHITECTURAL DISTANCE n a J ° EDGE 0 C MAX ( IIS. DISTANCE a 7.1 11,00011 INSTALLATION CONCRETE/CMU w i " 4 ❑ WINDOW TYPED O PER ANCHOR > rn ` CO •nab BUCK `; 1 LI- VISIBLE LIGHTWIDTH= I ©I REQUIREMENT C "�HEIGHT EXTERIOR 114" WINDOW BUCK WIDTH-2-314" -ill ❑ro ¢o ❑ /1-� 1 ��� :� SHIM WINDOW BUCK WIDTH EXTERIOR N- o ale0 Q __ __�� HORIZONTAL SECTION G-G -'" )°` LU I"- VISIBLE 0 `i mull T z LL g y Z u�B ❑ LIGHT o c7 W oro HEIGHT= �) STEEL SELF-DRILLING TABLE 11: =I1J d ❑ U U o O , WINDOW BUCK ���=I BMS(G5),SEE TABLE Min.Edge Max O.C. W- m 5 9oN Iiiiii Anchor Substrate Min.Embedment z v =a 11,THIS SHEET - Distance Spacing t'-'W c-9 0 usa HEIGHT- ill 11, _ Southern Pine(SG=0.55) 9/16" 1-3/6" 6.2" N-- a z 2-3/4" Aluminum,6063-T5 min. 3/8" 0.063"• 6.2" o Z oma' ° 0 o #12 or#14 410 SS ScrewLi_ MIAMI-DARE APPROVED MULLION(SEE A36 Steel 3/8" 0.063"• 6.2" g 0 SEPERATE NOA),ALUMINUM,STEEL FRAMING Steel Stud,Gr.33 nein. 3/8" 0.045"(18 Ga)• 6.2" J co OR STEEL STUD.SEE SUBSTRATE Southern Pine(SG=0.55) 9/16" 1-3/8" 6.2" PROPERTIES,TABLE 11,THIS SHEET 'o ~ Aluminum,6063-T5 min. 3/8" 0.063"• 6.2" paus #12 or#14 Steel Screw(G5) ® Si z z A36 Steel 3/8" 0.063"' 6.2" I. .. a p co Steel Stud,Gr.33 min. 3/8" 0.045"(18 Ga)* 6.2" _ 1- z ® Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 11.6" U g 01/4"410 SS CreteFlex < Z _1 ama5 H i i I Concrete(min.3.35 ksi) 1" 1-3/4" 11.6" LI o H Q © = Concrete(min.2.85 ksi) 1" 1-3/4" 11.6" . U) N It'�� ' L 1/4"MAX SHIM 1/4"Steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 1-3/8" 11.6" w 0 Z N. 1 11 ��" Ungrouted CMU.(ASTM C-90) 2-1/2" 1-1/4" 11.6" 0 X z Concrete min.3.5 ksi 1-1/4" 1-314" 11.6" Li U- n. 5/16"Steel Ultracon ( ) ami 'asap sagas INSTALLATION ' - Grouted CMU,(ASTM C-90) 2-1/2" 1-3/4" 11.6" 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. �� SEE WOOD BUCKSTRIP,, IS 1 1 1 1 1 1// TYPE N "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 1�t t /r/7 C�� NOTE 2,THIS SHEET ,` ,(LYNN/ /� n,,,.., _ ALL HEAD TYPES APPLICABLE. ` p1 M� i, INSTALLATION NOTES: \,..,‘‘,.(\‘!•� ',.tCENS-••.`t i EMBEDMENT 5 •• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Q': ..• I a Material Mn.F, Mn.F„ _* No.58705 1 v• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112".1X WOOD stMa Screw 92 ksi 120 ksi --:•-• 7�,� _ • . • BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 410 Screw 93 ksI 110 ksi =-0 G 'x 2'= CONCRETEICMU " - 1.12"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS Elco LbeCenA 155 ksi 177 W L" U �/ PER ANCHOR EDGE :. . S ATE OF •C(/� Imo. APPROVED BY AUTHORITY HAVING JURISDICTION. 410 SS Elco CreteFle>;d� 127.4 ksi 189.7 ksi �T'••• REQUIREMENT DISTANCE Aluminum 16W 22 ksi .. '•.F�OR10...•'•\G,•.. •.:- 6083-T5 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE A36 Steel 36 ksi 58 ksi /,>,SS/ \•�`\ VERTICAL SECTIONH-H WINDOW FRAME. Gr.33 Steel Stud 33 ksi 45ks1 7/1j°NALttttk` 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 • er • TABLE 12: Item - 2.784" 2.784" 2.784" # pGTPart# • Description Material 094" �If .094" ill+- 1 .094" -�II�- 1 4253C Flanged Frame Alum.6063-T5 j } 074" 1 osz' 07a" I os2" T 074" 062" 2 4285 Equal-leg Frame Alum.6063-T5 I + 1.375'1 i 1.375" 3 4256 Integral Fin Frame Alum.6063-T5 1.875" --i- as } .500"�v438" ; .500" 438.. 4 4255 7116"Lami.Glass Beading Alum.6063-T5 1II 1.000"- T I r 1 .500" --re -- .050"`0006- .� �--��- .050uf00°' } * .050":a.°°c P20DUCT REVISED 5 4254 I.G.Glass Beading Alum.6063-T5 1 I 1 125" °complying`°'+s theFlorida 6a 4270 Installation Fastener Cover Alum.6063-T5 .077" Building Code O FLANGE FRAME O EQUAL-LEG FRAME P�-apt-- �ge�'3D•0J� 6b 4224 Installation Fastener Cover for Curves Rigid PVC OFIN FRAME F_epirationDere iinr�%' II y.,&1 8 4267 7/16"Lami.Glass Beading for Curves Alum.6063-T5 1 Hr-•u i'"••O -I.' -. 1 --� .970" �- +-aj .346" 1 .970" F+ 1--� .346" Miami 1 rale Pnduct Covtr• _ 9 4269 I.G.Beading for Curves Alum.6063 TS 11 1 n 1.03T' 11 �p� 1111 �L�10 70589C Gasket(at 90°comer joints) Polyethylene 675 675" 875" II 875" II NO CHANGES THIS SHEET. 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 u III 12 61308K Foam Beading Tape .F�-- .050" f�-II-� .050" .050., F .050" l~ .050" 13 Dow 791,899,995 or GE 7700 Backbedding Silicone O Ins'LAMI O1 v1s"LG.GLASS O INSTALLATION O 7116"LAMI (7. LG.GLASS 4 GLASS BEADING 5 BEADING 68 FASTENER COVER 8 GLASB BEADING 9 BEADING 20 71652K Setting Block,Mono.3/16"x 7/16"x 4" Neoprene,Duro.85+1-1 FOR CURVES FOR CURVES _,_ 21 71704AK Setting Block,I.G.3/16"x 1-3/32"x 4" Neoprene,Duro.85+/-1 i Y o 29 76X114FPTX#6 x 1-1/4"FH SMS(Curved Beading) Stainless Steel HOT-MELT LU ALUMINUM DESICCANT FILL > V/ '^aa SILICONE BUTYL POLYISOBUTYLENE t N 30 781PQX #8 X 1"Quad PH SMS(Assembly) Stainless Steel �� ` REINFORCEMENT , SEAL5/16"NOM. STRUCTURAL ` o o v oPOLYISO- 114"NOM. 3116"NOM. '' SILICONE N7 w m rA •75 Kommerling Kodispace 4SG TPS '� \ 5/16"NOM. 1-11-11x4 lit C,! SEAL } o> a'°0 O o BUTYLENE WITH / STRUCTURAL CC■' BUTYL 8 V o7 N z w w N 76 Quanex Super Spacer nXT See this Sheet for DESICCANT I II �� ROLL-FORMED � E o n p p SILICONE DESICCANT STAINLESS STEEL J n 0 W r 77 Quanex Duraseal Spacer Materials FOAM WITH/ FOAM �II 0 o X Z ,a p DESICCANT Z Ip r x J umo.0 78 Cardinal XL Edge Spacer EXT.GLASS EXT.GLASS EXT.GLASS 4, EXT.GLASS =W- R 12 W �" INT.GLASS 0 0 o ®=, INT.GLASS INT.GLASS INT.GLASS o Z CO a W DMO 75 4SGITPS CE 76 NXTEMP SPACER® DU77 SPACER ® XL. ()SPACER TM • o Z m o 0 CC o ASSEMBLY DETAILS FOR T �I ASSEMBLY DETAILS o ¢ o Oo z -AI FLANGE&EQUAL-LEG FRAMES ,!` Il FOR FIN FRAMES NI- laa4s /_, gu ° sa, zIFS, r ANGLEDICURVED Ili F. ANGLED/CURVED Z IFRAMEASSEMBLY FRAMEASSEMBLY CORNER 1 I�Ii.. 90°CORNER Illi;° o W N FRAME ASSEMBLY ��°� FRAME ASSEMBLY III UW nI III X Oi 11�I IMa 'ssa0 s!..5 l Li 03 EL rm ' IALU COGASRS TO USE GASKET I/ I / ALL CORNERS TO II `\1\Illllrr r77AND/OR SEALANT ft, // ANDlOR SSEALANSKET T Ii1 `\\w`GNB LYNA/il��,,,� I / ....„...„...,.../11.011. ' I "\\);.-'L\CENS�c '• II Ili // I� •I EXTERIOR : xr. '�� / I / EQUAL-LEG FRAME ii,,. / I I No.58705 / EXTERIOR • r..•�, / • I FLANGE FRAME � '^moi' - ` A / EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR EXTERIOR EXTERIOR�1MITERED FRAME WITH INTERIOR "-.....,0„.„.• ST TE OF ;•�(/�� AND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS - '•- _; h FLANGE FRAME (SHOWN)OR CORNER KEYS AT a (SHOWN)OR CORNER KEYS AT i,(C` •.�ORIQP''' �j�� 30 I SCREW BOSSES.SEALANT AT ALL CORNERS FJ�IL SCREW BOSSES.SEALANT AT ALL CORNERS ,'�`0.0'.ON'7 s'" A 30A.LZdINIr6 L1r13,P.E. FEB. . 58705