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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 - � SCIS Home j Log In User Registration i Hot Topics Submit Surcharge Stats&Facts Publications i FBC Staff BCS Site Map ? Links € Search dbk a PrEorodubct lic Approval User Product Approval Menu>Product or Application Search> licatiol I - Detail it —ZK _ FL# FL243-R19 '�- ..�,w. a",;f - ......»; Application Type Revision Code Version 2014 Application Status Approved 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email rive North Venice,FL 34275 (941)486-0100 Ext 22318 ' druark@pgtindustries.com 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 1 Fixed Compliance Method Ce I Ica ion 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 09/07/2016 Date Validated 09/21/2016 Date Pending FBC Approval Date Approved 09/25/2016 http://v ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35VD... 4/3/2017 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 FL.243 R19 C CAC 16-0629_2Qpdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/11/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) F1.243 R7.9 ti 16-0629.20.Ddf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. - Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.2 CA-740 Fixed(Large Missile Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.22.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/11/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R19 Il 16-0629.22.ud1' for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.3 JiPW-220(Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0505.03.odf 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 R19 II 16-0505.03.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.4 PW-520(Large Missile Impact) WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R19 C CAC 15-0612.13.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 Ri9 II 15-0612.13.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports I Created by Independent Third Party: 243.5 JPW-620(Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL243 R19 C CAC 16-0629.13.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/19/2019 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R19 II 16-0629.13.Ddf for product performance information anc ora a details anchor Verified By:Miami-Dade BCCO-CER type,size,and spacin anon. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.6 IPW-720(Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use In •Yes FL243 R19 C CAC 16-0629.14.odf Approved for use outside HVHZ: es Qualit ance Con rac tion Date Impact Resistant:Yes 9/2019 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(N A) FL243 Ri9 II 16- 9., for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-C� type,size,and spacing information. Created by Independent Thi, .Party: Eva arts Created by Independent Third Party: 243.7 IPW-820(Large Missile Impact) Aluminum Fixed Window !Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.14.odf 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 R19 1I 16-0629.14.0f I for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.8 PW-2720(Large Missile Impact) Vinyl Fixed Window {Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL243 R19 C CAC 13-1125.04.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/11/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R19 II 13-1125.04.1)df - for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER 1 type,size,and spacing information. Created by Independent Third Party: Illli Evaluation Reports Created by Independent Third Party: 243.9 PW-3020(Large Missile Impact) jArchitectural Systems Aluminum Fixed Wiindow 1 Limits of Use Certification Agency Certificate II Approved for use in HVHZ:Yes FL243 R19 C CAC 15-0609.06;M.cdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/16/2017 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ3 5 VD... 4/3/2017 Florida Building Code Online Page 3 of 3 • Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL245 R19 it 15-0609.06 LM.odf • for product performance Information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: t Evaluation Reports Created by Independent Third Party: 243.10 PW-3020(Small Missile Impact) Architectural Systems Aluminum Fixed Wiindow Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL243 R19 C CAC 15-0609.07 SM odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/17/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R19 I, 15-0609.07 SM.pdf for product performance Information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.11 PW-5420(Non-Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL 743�;.9 C CAC 16-Oy5 -,I,odf 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) FI..24,�, R19._IT16-0629.11..pdf for product performance Information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.12 PW-5440(Non-Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R1.9 C CAC 16-0714.20.10df 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 Acceptance(NCA) FI-2.43 R19 I' 16-0714.20.ndf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.13 PW-5520(Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R1.9 C CAC 16-0629.1.2.Odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 1219 II 16-0629.12.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.14 PW-5540(Large Missile Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL243 R19 C CAC 16-0714.19.1)df 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(NCA) FL243 1219 IT. 16-0714.19.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional 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: Credit Card salu http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ3 5 VD... 4/3/2017 MIAMI•DADE 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)315-2:590 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 approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity H .- DESCRIPTION: Series` -701/720/820"Aluminum Fixed Window-L.iV APPROVAL DOCUMEN `:DrawJng�larlVlU-72.0-8-2fl.1itle-Ic `Frixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13,with revision B dated 05/05/16,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 RAT G: Large and Small Missile Impact Resistant - LABELING: Each unit shall be a perm tanen-1&t-with-th�ranufacturer'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#15-0528.26 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA N�1 4 MIAMI DADE COUNTY xpiration Date: February 19,2019 B. P�roval�at�:-August 04;20161 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, 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 Idahnis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,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) Man el Pee P.E. Product Co trot aminer NOA . 6-0629.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 05/20/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.26) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®(Clear and White) Glass Interlayers"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. V1t4jC--,!q a Manuel Per z, E. Product Controlam' er NOA No.1 9.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51"Edition (2014), dated May 20, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.26) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.26) 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) 4. 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) 5. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.26,issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed Window--L.M.I."approved on 07/09/15 and expiring on 02/19/19. Manuel e" ".E. Product Contr 1 Exa iner NOA No. 629.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-3 STANDARDS USED: GENERAL NOTES:SERIES 720/820 •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION DEIGNSPRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW •ASTM E •ANSIIAF&PA os &PA NDS-2012 FOR WOOD CONSTRUCTION r VARIES, RATED FOR LARGE&SMALL 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO •ALUMINUM DESIGN MANUAL,AOM-2010 SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE COMPLY WITH THE REQUIREMENTS OF THE FLORIDA •AISI-S100-07IS2.2010 BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'TIP-TO-TIP WIDTH HURRICANE ZONE(HVHZ). 47"BUCK WIDTH 48'BUCK WIDTH 48"BUCK WIDTH 2 SHUTTERS ARE NOT REQUIRED WHEN USED IN 441!4"VISIBLE 45-114°VISIBLE _ 45-1/4"VISIBLE LIGHT WIDTH PRODUCT REVISED WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH as ildiog ipg:4itjt Oto Flpri� INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD -�•� 6-M _ —+� 6"MAX. F,SHEET 8 2"MAX Buildipg4Ade LITE(CAP)MUST TEMPERED. B,SHEET 6 �D,SHEET 7 FF I — — A•p �6� I��q H,SHEET 9 1 M 3)FOR MASONRY APPLICATIONS IN ROVED MA COUNTY, By USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY Miami a iivs*hxt;. ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A I A 9 C I C E,SHEET 8 I E,SHEET 6 UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEETS SHEET 6 BU K SHEET 7 SHEET 7 96" G.SHEEP'9 G, HEET 9 ¢ 4)ALL WOOD BUCKS LESS THAN 1.1/2'THICK ARE TO BE _I HEI HT —I BUCK I ________ m CONSIDERED 1X INSTALLATIONS.AX WOOD BUCKS ARE r Iy JJ HEIGHT JR-05105116-ADDED SHEET 11 OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 92-1/4' -I 93-114" WITH SPACERS 8 MOVED PARTS. WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR 2°MAX. I VISIBLE 12'MAX. i 93-114' L VISIBLE m LIGHT GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. LIGHT O.C. VISIBLE S.MAX ar DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C. HEIGHT CO STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS I / _ 96° I / HEIGHT / BUCK m Y THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP-TO .- ARCHITECT OF RECORD,(AOR). I TIP I I HEIGHT "a8 i HEIGHT 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE to N BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF I Iy �-n ti a7o0 O CE op z Xe SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED I 1 .1 I M W N ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION J _ CD ANCHORS SHOULD BE SEALED.OVERALL T z LL "LL J umo G O SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 6" J F,SHEET 8 6" B—�{ r— .O,C. J y D�{ 12°MAX.O.C. � _LU �- r w INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX HEET 6 MAX. SHEET 7 2"MAX. H,SHEET 9 U U X to O o THE SCOPE OF THESE INSTRUCTIONS. ,f 5"MAX.O.C. w Z O� a 5 'ov 8)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION 0> m0 0 Z oz LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT)- (TESTED UNIT) z a z O SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING V Q LL O APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: -� W THEM BY THE WINDOW. 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK GUIDE TO SHEETS: MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.5. m N 1aa45 7)DESIGN PRESSURES: GENERAL NOTES........................1 '�vJ ANCHOR SPACING TO BE 6°MAX.FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME 9 N z A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE ELEVATIONS.................................1 / \ MEMBERS,SEE FIGURE 1,THIS SHEET. � W FU- TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................2-5 O O z E1300. DESIGN PRESSURES..................2-5 12"O.C. )-.—WIDTH -I I+-WIDTH +{ �-WIDTH--i _WIDTH +{ Q O z alo.�9 B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX. / T r - T , T`� �' T'� , Q Q N N PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 ANALYSIS AND GLASS PER ASTM E7300. INSTALLATION,INT.FIN A..........8 / // d/ FS Fx p W I`°D INSTALLATION,INT.FIN B...........8 t / W y/ W 9� i/ w O X W 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 6„ = I = I = I x I I LL Ur Q-R DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................11 MAX. 1 TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS PARTS LIST...................................11 AX 1 1 1 L_ J L— —J a1i1 'nsap saua5 INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS R WIDTH�-{ I-�WIDTH--�{ I+-WIDTH+{ r-WIDTH �{ "\t ` PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR TABLE 1: 1 T T T r —-1 } L- -I ,\\C\�1JtV, LY'i v THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT i COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TY pe Description Sheet � r UCEris�••,((�,�� SHALL MEET THE REQUIREMENTS OF THE FLORIDA ati # �/ ,�/ ��.' '•Z° BUILDING CODE FOR CORROSION RESISTANCE. 1 7116'Lam!3116"An-.090'PVB-3/16'HS) 2 = s = _ M 11 53705 •';;'t•_ 2 7116°tem! 78"HS-.090°PVB-3+16'HS 2 _ 9)REFERENCES:TEST REPORTS FTL-3835.3850&7212; 3 1.1116'Laml.IG 3116'T-7(16'Air-3116'An-.090'PVB-3116'HS 3 1 - 1 - 1 L— — L -i �7 ELCO ULTRACON NOA;ELCO CRETEFLEX NOA:ANSIIAF&PA 4 7.1116°Lami.IG 3116°T-7116'Air-3116'HS-.090"PVB-3116°HS) 3 �- g(�j ' NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN �..�—WIOTH �•{ I'� WIDTH+I WIDTH-� �-WIDTH =t� -•MANUAL, 5 7116'Laml !16'An-.090'SG-3/16'An 4 _ __ r— —, ..•• 7p,T'L 6 7178'Lam] 3116'HS-.090°SG-3118'HS 4 T "•,': U^iIDA,.•.• 7 1-1I78'LemI.IG 3116"T-7116'Air-3116'An-.090"SG-3/16"An 5 ..1r 10 THE 720 SERIES USES A PVB INTERLAYER,THE 820 I I / I c0 ��r //r-,_ 8 1-1I76'LamI.IG(3116'T-7116°Air-3/16'HS-.090'SG-3118"HS 5 f r �t \ SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES w �v w w 1" w MAY ALSO BE REFERRED AS THE 701 SERIES. 'SG"='KURARAY SENTRYGLAS INTERLAYER'BY KURARAY AMERICA,INC. x x I x I I x 'PVB'="KURARAY BUTACITE®PVB INTERLAYER'BY KURARAY AMERICA,INC. j 1 _ _ 1 A.LYNN MILLER,P.E. L P.E.#58705 TABLE 2: Window Design Pressure(+/-,psf)for Glass Type 1 Long Side(in) 7/16-LAMINATED 67-718 72 76 80 84 88 92 96 100 104 109-112 GLASS STACK 30 +150 +1-80 +1-80 +150 +180 +1-80 +1-80 +/-80 +1-80 +1480 +/50 32 + +/-80 -150 +1.80 +180 +1.80 +1.80 +1-80 +150 +/50 +150 .090"PVB INTERLAYER 34 +150 +150 +/-80 +150 +180 +150 +1-80 +1-60 +/50 +1-79.8 +1-79.4 36 +180 +150 +150 +150 +180 +150 +1-79.7 +/-77.2 +1-75.1 +l-73.4 +1-72.2 --3/16"HEAT STRENGTHENED GLASS 38 +150 +150 +150 +/50 +150 +/-78.1 +1-75.2 -/-725 +1-70.3 -158.5 +/4�.3 3/16"ANNEALED GLASS PRODUCTSidiREVISED as complyug aviil/tlr Florid 40 +150 +/80 +150 +1-79.8 +1-77.2 +1-74.3 +I-71.3 -157.9 +1&5.1 -1-63.4 +/51.6 4 - BuBdi°g Code •< 42 +150 +150 +150 +1-77.4 +l-74.3 +1-71.3 +1.68.2 +1-64.7 +181.6 +1.59.8 +1-58.2 11 Aoccptence No f �{-• 44 +180 +150 +I-78.9 +1-75.4 +1-72.1 +1$0.9 +155.6 +1.622 +159.7 -1-57.5 USED AT CURVED 'r°ri�Ua[e 2Q�9 5 46 +150 +1-80 +1-77.2 +1-73.6 +/-70.1 -1568 +1-63.5 +1-60.3 +157.7 FRAME MEMBERS ONLY 29 518' 48 +150 +1.79.3 +1-75.6 +1-71.9 +1-68.3 +1-64.9 +1-81.5 +1-58.2 @ 11-7/8"O.C.MAX. GLASS BITE �- LONG SIDE Dp 50 4150 +1-77.5 -1-74.1 M-70.3 +1-66.7 +1.631 +/-59.7 �RI.R T Minni a Produce Chm m 52 +I-79.1 +1-75.6 +1-724 +1-68.8 +1-65.1 +1.81.5 } 54 +1-77.4 +1.73.8 +1-70.5 Hb7.3 +153.5 SHORT Q 56 +I-758 +/-72 +/58.6 +/-65.3 E � 20 13 SIDE 58 +1-74.2 +1-70.3 +166.8 m 60 +1-727 +14 .7 +1-65 62 +1-71.2 -/-67.1 GLASS TYPE 1 64 +1547 +185.5 66 +1683 �•� LONG SIDE -►I 67-7/8 1 +1-67 NOTES: T �j� c� Y 73 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SS DEi� > a Fav 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. WO 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ❑ O }1` N a,°a of onN TABLE DIMENSIONS MAY BE O-j m W N ORIENTED VERTICALLY OR O� N•� Oo Z a HORIZONTALLY AS SHOWN. Z U�LL W ::i 1M-,a f3 _ - UU x d ❑ TABLE3: W m O U=' 90 Window Design Pressure(+J-,psf)for Glass Type 3 �/ o O p ZO r Long Side(In) r� Z d Z I_ W u- 67.718 1 72 76 80 84 88 92 96 100 1D4 109-112 1.1116'NOM. O 30 +150 +1.80 +150 +/50 +180 +150 +150 +150 +150 +150 +150 GLASS STACK GLASS STIACKED Q N 32 +150 +150 x150 +ISD +150 +1-60 +/50 +1-80 +1-80 +150 +150 3116'HEAT co ~ 34 +150 +150 +150 +150 +150 -150 415STRENGTHENED GLASS 0 +150 a1-60 +180 +150 SHORT - z W 1°°v5 36 +150 +1.80 +150 +150 +180 -150 +150 +150 +1-80 +150 +15SIDE0 3116'TEMPERED GLASS f ® m Z 38 4/50 +150 +150 +150 +150 +150 +150 +150 +1-79.4 +1-76.4 -1-74.3 3/16"ANNEALED GLASS (1) Ham-• 40 +150 +180 +/-80 +150 +150 +150 +1.80 +I-78.7 +l-73.5 +1-70.9 -189 7116"AIR SPACE 090"PVB O CO Z 42 +150 +150 +/50 +150 +150 +150 +177 +1.731 +/89.6 +1.66.9 4155.2 INTERLAYER ¢ Z LU 44 +/50 -150 +150 +150 +150 +1-77.8 +1-74.1 +1-70.3 +187.5 +1-63.9 11 O 0- 00 5 48 +150 +150 -1.80 +/50 +1-79.2 -I-75.4 +1-71.7 +1.661 +155.1 5 LONG (Z'� r W 48 +150 +/50 +180 +150 -1-77.2 +1-733 +1.69.5 +1-658 USED AT CURVED SIDE �i W m 50 +150 -150 +/50 +1-79:4 +1-75.3 +1-71.3 +1-67.5 FRAME MEMBERS ONLY 29 5/8" O X W C P 52 +150 +150 +180 +1-77.7 +1-73.5 +1-69.5 @ 11-7/B'O.C.MAX. GLASS BITE u- ❑ m 54 +150 +150 +1-79.6 +1-76 +1-71.8 1-3 °01 '°sa0 sagas 56 +180 +150 -I-77.5 +1-73.8 58 -150 +/-79.4 +/-75.4 EXTERIOR . 60 +/50 +1-71.6 +/-73.5 62 +150 +1-75.8 7s7 21 13 __ SHORT 1- 64 +1.78.8 +1-74 �1 SIDE f 66 +1-77.2 GLASS TYPE 3 67-718 +1-74.9 NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. G 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. A.LYNN MILLER,P.E. P.E.#b8705 TABLE 4: Window Design Pressure(+l-,psl)for Glass Types 2&4 Long Side(In) 67-718 1 72 76 1 80 84 88 92 1 96 100 1D4 1 1041/2 112 116 120 1 124 128 1 132 136 140 144 30 +140 +f40 +140 1 +1-80 +fAO +1-80 +1-80 +1-80 +1-80 +1-80 +1.80 +1-00 +/A0 +1-80 +1-80 +1-80 +1-80 +1-80 +IAO +1-80 32 +IAO +140 +IAO +/AO +1-80 +1-80 +IAO +1-80 +IAO +1.80 +1-80 NAO +1-80 +140 +IAO +1-80 +1-80 +IAO +1-80 3q +1.80 +140 +IAO +140 +1.80 +I.80 +1A0 +IAO +I40 +IAO +140 +IAO +1-80 +1-80 +IAO +1-80 +/-80 PRODUCT REV SED 36 +/.80 +140 +IAO +IAO 71-80 +/AO +1A0 +140 +1-80 +IAO +IAO +IAO +140 *IAO +lAO +1-80 as complying with dw Florida 38 +140 +/AO +IAD +1-80 +1.80 +I-80 +1A0 +140 +IAO +IAO 71-80 +140 +/-60 +1-80 adding Cade l/(_ 40 +IAO +IAO +IAO +140 +1-80 +1-80 +1.80 +1.80 +IAD +1-80 +140 +IAO Acpi.1, °i'° - )q 42 +1A0 +IAO +IAO +140 +140 +IAO +IAO +1-80 +IAO +140 +IAO cticpi�ai „G,ar. 44 +1A0 +140 +140 +/40 +1A0 +1.80 +1.60 +1-80 +IAO +1-80 By 46 +IAO +1.80 +140 +IAO +/AO +IAO +IAO ./m +IAO Miami FIs}T;=+�;rSi�!Rd 48 +IAO +IAO +140 +IAO +IAO +IAO +140 +/-80 m 50 *!40 +1-80 +I-8D +IAO +140 +1A0 +IAD P 52 +1A0 +1-80 +140 +140 +/A0 +I-79.1 m 54 +/-60 +1.80 +/-80 +140 +1.78.6 56 +140 H40 +IAO +1.79.1 58 +IAO +1.80 +140 60 +IAO +/40 +1-79.3 62 +/AO +140 a 64 +140 +140 66 +/AO m Y m 67-718 +1A0 LU NOTES: a nab 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 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 COMPLETELY FIT WITHIN. >'n ^ "°0 O C9 JO W co N O J N...I 00 Z e ~ Z LL N LL co J umwp 0 W UU X� o Lij Z TABLE DIMENSIONS MAYBE o Lu 00 `r 0Mo 1-1/16"NOM. Y Z GLASS STACK 7/16'LAMINATED ORIENTED VERTICALLY OR no 0-0 rn O N 7116'LAMINATED GLASS STACK HORIZONTALLY AS SHOWN. Z n-Z W LONGGLASS STACK y� v Q O 3116"HEAT STRENGTHENED GLASS SIDE J ¢ M .090'PVB INTERLAYER 3116"TEMPERED GLASS 3116"HEAT STRENGTHENED GLASS 3/16"HEAT �– LONG SIDE io 3/16"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7H 6"AIR SPACE .090'PVB INTERLAYER . Z of hays 4 11 SHORT # � V5 H 11 5 SIDE O W Z USED AT CURVED I = m oil's USED AT CURVED —J SHORT LL Z d FRAME MEMBERS ONLY 29 5/8" FRAME MEMBERS ONLY 29 518" -L —I SIDE p O O Q 11-7/8"O.C.MAX. GLASS BITE @ 11-718"O.C.MAX. GLASS BITE Z 04 C-4 C7 13 1-3 W to EXTERIOR EXTERIOR LONG SIDE —►{ D.a 20 13 7W8 21 13 � a0!1 •osap sena GLASS TYPE 2 GLASS TYPE 4 ss DET LONG q/ SIDE `� SHOR S DET V_ b..,V. .• A.LYNN MILLER,P.E. P.E.#58705 TABLE 5: Window Design Pressure(+/-,psf)for Glass Type 5 Long Side(in) 7116"LAMINATED 67-718 72 76 80 84 88 92 96 1 100 104 109-112 GLASS STACK 30 -901-125.4 +901-120 +901-115.5 +901.111.5 -901-108.5 +901-105 +901704.5 +901-103.5 +90'-1025 +901-100.7 +9d-97.9 .090'SG INTERLAYER 32 +901-116.9 -901-110.8 +901-105.3 -9d-101.6 +901-98.7 +901.95.7 +901-923 -901-90.6 +901-90.3 +1-89.9 +1-89 34 +901-108.9 +901-103 +901-988 +90'-95.1 +901.91.8 +1-88.2 +1-84.4 +/-81.5 +1-80.1 +1-79.8 -/-79.4 3/16'ANNEALED GLASS 36 +901-102.6 +901-97.1 -901-928 -1-88.9 +1-85.5 +1826 -1-79.7 +1-77.2 +1-75.1 +1-73.4 a/-72.2 3116'ANNEALED GLASS 38 -901-98.4 +90'-922 +1-86.7 +1-83.2 +/-80.7 +1-78.1 +/-75.2 +/-725 +/-70.3 +1-88.5 +/16.3 FRODUCTRBVISED as complyutg with the Florida 40 -901-94.6 r1-88.2 +1.826 +1-79.8 5/•77.2 +1-74.3 +1-71.3 +/17.9 +1$5.1 +113.4 +111.6 4 11 � B,rildiaB Cods q �/� 42 +901-91.3 +1-84.7 +J-80.7 +1-77.4 +1-74.3 +/-71.3 +118.2 +1-64.7 +181.8 +1-59.8 +158.2 USED AT CURVED -1 AaaPtsaco NO }S,�-rte 44 +/-88.3 +1.82.4 +1-78.9 +1.75.4 +/-72.1 +118.9 +185.6 +/122 -159.7 +157.5 FRAME MEMBERS ONLY 29 5/8" 46 +1-85.4 +110.8 +I-77.2 -1.73.6 +I-70.1 +186.8 +113.5 +/80.3 +157.7 @ 11-718"O.C.MAX. GLASS BITE a 166 +1.827 +/-79.3 +1-75.6 +1.71.9 +118.3 +1-64.9 +181.5 +158.2 h� LONG SIDE rn +/-80.9 +1-T7.5 +1-74.1 +1-70.3 +1-68.7 +I-83.1 +J-59.7 1.3 -f- Miami rte Prod�si r l N +/•79.1 +1-75.8 +1-724 x188.8 +115.1 +111.5 +1-77.4 +1-73.8 a1-70.5 +117.3 +1-63.5 EXTERIOR SHORT +I-758 +1-72 +118.6 +1-65.3 20 13 SIDE > +1-74.2 +I-70.3 +1.66.8 s -1-727 +116.7 +115 GLASS TYPE 5 L '� +1-71.2 +1-67.1 ¢ +1197 +1-65.5 +1883 f•+-- LONG SIDE -� x 67-7/8 +187 N)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT ; 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. N U) nm SIDE 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. p V O +' 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. }tn a alo0 (n N O TABLE DIMENSIONS MAY c4'1 M W N ORIENTED VERTICALLY OR -1 rn z •1B HORIZONTALLY AS SHOWN. Z LL 0 Ui (D -1 a 10 O W TABLE 6: W Z O:R 'oN ~o W m O (7 aMa Window Design Pressure(+/-,psf)for Glass Type 7 r-> z CID o Long Side(in) Z n.Z O y 67.718 72 76 80 84 88 1 92 96 100 104 109-1121-1lt6"NOM. ~ UJ LL QQ _5 O 30 +901-130 +901-130 +90'-130 +901-126 +90/-1226 +901.119.8 +901-118.1 -901.117 +90'•1158 +901-1127 -90'-109.9 GLASS STACK7116"LAMINATED J CO 32 +901-130 +9d-1251 +901-118.9 +g01-114.8 -901-111.5 +901-108.1 +901-104.3 -901-1024 +901-102 +901.101.4 +94-99.7 - �` GLASS STACK Q 1- 34 +901-123.1 +901-1184 +901.111.7 +901-107.5 +90/-103.8 +901-99.7 +901-95.3 +901-92.1 +901-90.5 +1-90 +1-89.6 SHORT �O I) Lu 1-545 36 +901-116 +90/-1098 +901-164.8 +901-100.5 -901-986 +901-93.3 +1.90 +1.87.3 +184.9 +1-823 +1-81.2 3/16'TEMPERED GLASS 3116"ANNEALED GLASS SIDE ® �i z LL' 38 +901-111.2 +90f-104.2 +901-97.9 +901-94 -901-91.1 +1-882 +1.84.9 -1-81.9 -/-79.4 +1-76.4 +1_74.3 3116'ANNEALED GLASS � F 40 +901-106.9 -901-99.8 +901934 +9d-90.1 +1-87.2 +1-84 +1.80.5 +1-787 +1-73.5 +1-70.9 +119 7/16"AIR SPACE .090"SG INTERLAYER O 3 to Z 42 +901-103.2 +9d-95.7 +901-91.2 +1-87.4 +184 a1.8QB +1-77 +/-731 +189.8 *118.9 +1-65.2 OW 51oas 44 +901-99.7 +901-93.1 +/-89.1 +1.85.2 +1-81.4 +1.77.8 +I-74.1 +/-70.3 +187.5 +183.9 11 LL Z_ Cif 46 +901-96.5 +90'-91.3 -1-87.2 +1.81.2 +1-79.2 +1-754 *J-71.7 +/181 +1$5.1 5 O IL z N N a 48 +901-93.5 +1-89.8 +/-85.4 +/.81.2 +1.77.2 +/-73.3 1 +/19.5 -1158 LONG 0.; rn USED AT CURVED 50 +901-91.4 +1-87.6 +1-83.7 +/•79.4 -1-75.3 +/-71.3 +/87.5 t FRAME MEMBERS ONLY 29 518" SIDE P 52 +I.89.4 +1-85.5 +/-81.8 +1-77.7 +/-73.5 +119.5 GLASS BITE In 54 -/-87.5 -1.83.4 +1-79.6 +1.76 +1-71.8 @ 11-7/8'O.C.MAX. 56 +1-856 +1-81.4 +/-77.5 +1-73.8 1.3 58 +1-838 +1-79.4 +1-75.4 60 +1.821 -1-77.6 +1-73.5 EXTERIOR 62 +1-804 +I-75.8 75-78 21 13 I SHORT 64 +1.788 +1.74 ~'I SIDE as +I-n.z GLASS TYPE 7 87.710 +1-74.9 NOTES: - 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. - 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 COMPLETELY FIT WITHIN. 6, 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. A.LYNN MILLER,P.E. P.E.#58705 TABLE 7: Window Design Pressure(+/-,psf)for Glass Types 6&8 Long Side(in) 67-718 1 72 76 1 80 84 88 92 96 100 104 1 109-1/2 112 116 120 1 124 128 132 138 1 140 144 30 +901-130 +901-730 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-730 +901-130 +901-130 +901-130 *901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.730 32 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901.130 +901-13D +901-130 +9D7-130 +90/-130 +901-130 +901.130 1-+901-130 +901-130 +901-130 +901-130 +901-130 34 +901-130 +901-130 +901-130 +901-130 +901-130 +90!-130 +901-130 +901.130 +901-130 +901-130 +90/-030 +901-130 +901-130 +901-130 +901430 +901-130 +901-130 PRODUCTREVISED 36 +901-130 +901.130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901.130 m complying with the Fl-id- 38 +901-13D +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/429.2 +901-127.3 Building Code 1�O�2cLt4 40 +901-130 +901-130 +901-130 +901-130 +901.130 +901.130 +901-130 +901-130 +901-130 +90d•126.8 +901.123.2 +901•171 Aa Ptanm No �q 42 +901.130 +90.'-130 +901.130 +901-130 +901.130 +901-130 agp/-130 +90'429.3 +901-123.2 +901•119.7 +90/_718.4 be'intim Date 1 44 +901-130 +901.130 +901-130 +901-130 +901-13D +901-130 +901.130 +90'-124.5 +90'-119.4 +901-115 D 48 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +90'-126.9 +90'-120.5 +90i_115.3 1Ai D.&Prse4-t C 1 48 +901-130 +901-130 +901_130 +901-13D +901-130 +90!-129.7 +901-123 +90'-116.5 e 50 +907.130 +901-130 +901-130 +901-131) +901-130 +901-126.2+89.41-119. ¢ - _S 52 +901-130 +901-130 +90/-130 +901-130 +901-130 +88.81-123 In 54 +90/-130 +901-130 +90/-130 +901-130 +88.81-127.1 a 56 +901-130 +901-130 +901-130 +89.41-129 m 58 +901-130 +901-130 +901-130 z 60 +9(1-130 +901130 +89.61-129. 62 +901-130 +901-130 ' z 64 +901-730 +901-130 66 +90/-130 m Y m 67-718 +90/-130 NOTES: > z;j 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1°FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. d' r 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. }n a o0 �O N 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.00 NOT USE WITH FIN-FRAMED WINDOWS. t W N ZL 0, Z 16 n U-• uNi ILL m J u+oi0 i7 W U V X� o O W Z 02 ad TABLE DIMENSIONS MAYBE ~o LU m O U=' 0M0 ORIENTED VERTICALLY OR p O O ZO V 1-1116°NOM. HORIZONTALLY AS SHOWN. Z D.Z H O LL GLASS STACK 7116"LAMINATED LONG m O 7116'LAMINATED —...{ Lin GLASS STACK I GLASS STACK SIDE Q Q 4�1 � G INTERLAYER 3116'TEMPERED GLASS 3/16'HEAT STRENGTHENED GLASS �— LONG SIDE �/ ® m U) W 6°HEAT 3116'HEAT STRENGTHENED GLASS i'� hays m Z .= m 3/16°HEAT STRENGTHENED GLASS 7/18'AIR SPACE .090'SG INTERLAYER SHORT �� _ Z 11 SIDE SHORT I _ 0 Z 5 LU a/aas USED AT CURVO Z 04 N FRAME MEMBERS ON5/8° USED AT CURVED 518' ~a'. O O11-718"O.C.MFRAME MEMBERS ONLY 29 1'�SS BITE @ 11-7/8'O.C.MAX. GLASS BITE X W a a 1-3 I~ LONG SIDE —+-I u„EXTEXTERIOR 4ae 21 13 SHORT // LONG SIDE // SIDE - GLASS TYPE 6 GLASS TYPE 8 1 SS DET fi s 14 A.LYNN MILLER,P.E. P.E.#68705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE EMBEDMENT DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP. TYPE A 114"MAX SEE NOTE 2,THIS SHEET •° EMBEDMENT T I SHIM I1 „ TYP.EDGE DISTANCE TYPE, R SUBSTNT RATE, EDGE EDGE DISTANCE PER SUBSTRATE. PRODUCT REVISED SEE TABLE 8,THIS SHEET DISTANCE as ildh%edevidr the Florida EDGE 6 _ Build'ntg Code DISTANCE Aurw•PtmcetJo �o'D(a�,(�qQ.. f114'MAX 'rat m Date ' 1 1 SHIM 1 By Miom'DeAe Prpdtr,.t 4 TYP.ANCHOR TYPE, ° EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE, ° > SEE TABLE B.THIS SHEET - USED AT CURVED - 11 m EXTERIOR 29 FRAME MEMBERS ONLY °• - •m @ 11-7/8-O.C.MAX. 4 11 v CONCRETE/CMU I > PER ANCHOR I-� VISIBLE LIGHT WIDTH WINDOW BUCK WIDTH 2-314• � 5 � REQUIREMENI- WINDOW BUCK WIDTH CONCRETEICMU ax Y co WINDOW EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR w a U) _73—& BUCK REQUIREMENTr Bt HEIGHT 114"MAX.SHIM HORIZONTAL SECTION A-A }n �. a,oD o N of co TIP-TO-TIP to o WINDOW #12 STEEL N HEIGHT VISIBLE SELF-DRILLING SMS LL LIGHT (G5),SEE TABLE 8, =L j ,� W �0 TABLE 8: HEIGHT= THIS SHEET \ p U X— o o Min.Edge Max O.C. tO WINDOW Anctwr Substrate Distance Min.Embedmen sPa LU Z 0 p co 5co p OMD BUCK P.T.Southern Pine(SG=0.55) 9/18" 1-318" 1 HEIGHT- INSTALLATION #12 or#14410 SS Screw 635m1n. 12' O> pp pz 2-3/4' A36 Steel 3/8' 0.083'• 12' Z a Z p METHOD D Steel Stud,Gr.33 min. 318" 0.045" 18 Ga• 12' tF— LL INSTALLATION ANCHOR P.T.Southern Pine(SG=0.55) 9116" 1-31W 12" 0 UNDERNEATH THE Aluminum,6063-T5 min. 316' 0.063'• 12" J Z #12 or#14 sleet Screw(GS) ¢ O BEADING A365teel 318• 0.063"' 12° m H EXTERIOR Z F laaYS Steel Stud,Gr.33 min. 3!8" 0.045'(18 Ge)' 12" 0 � Z 15 Ungmuted CMU,(ASTM 490) 2-11Y 1-1/4' 12' J U) MIAMI-DADE APPROVED MULLION 1/4'410 SS CroteFlex F- 21 (SEE SEPERATE NOA).ALUMINUM, Concrete(m)n.3.35 kai) 1' 1-374° 12' p F¢ Z Concrete(min.2.85 kel) 1' 13/4' 12• 0 to aiaaS 6 STEEL FRAMING OR STEEL STUD. ¢ SEE SUBSTRATE PROPERTIES, 1/4'Steel Ullracon Concrete(m1n.2.85 ksl) 2-112' 1-31W 12' w Z z Ungmuted CMU,(ASTM CAD) 2-11Y 1-1/4' 12' O w o o U, TABLE 8,THIS SHEET N tV 5 �1/4'MAX SHIM G Conn CMU,ASTM 490 2-1lY 1374' 12' L) 0 (.7 n a0 Concrete(min.3.5 keI) 1-114" 13/4' 12' w w Z 7kr9 1 5116'Steel Ultmcon Grouted CMU ASTM 490 2-11Y 13/4' 12' O X d d T 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL_ u- { 1X WOOD BUCKSTRIP, ant 'asap sa!�aS SEE NOTE 2,THIS SHEET ' CONCRETE PER EMBEDMENT ANCHOR INSTALLATION NOTES: ' REQUIREMENT ' 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. I 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12".1X WOOD BUCKS ARE - .:•P INSTALLATION EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS°2X'ARE 1-1/Y THICK OR GREATER. b DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING _- TYPE B SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION. -VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM_EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 e 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR r FRAMING,SEE TYPE G TYPE F EMBEDMENT DISTANCE NOTE 2,THIS SHEET 1X TE 2,THIS S SHEET •° EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATION 114'MAX I"— TYP.ANCHOR TYPE,EMBEDMENT AND TYPE E EMBEDMENT SHIM EDGE • EDGE DISTANCE PER SUBSTRATE, PRODUCT RE'%gSED B SEE TABLE 9,THIS SHEET DISTANCE m csmplying with die Ficride EDGE }diii8i DISTANCE Axepisnx NO_G-_g O q�.7l�¢ �1/4"MAX 2 2xplmtion Date Ix 19 2 SHIM _ Bila Lad=_product nrl q " . TYP.ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 1 11 SEE TABLE 9,THIS SHEET EXTERIOR m USED AT CURVED .• 4 ' EXTERIOR 29 FRAME MEMBERS ONLY V (� @ 11-718'O.C.MAX. CONCRETE/CMU I I+-- VISIBLE LIGHT WIDTH= 5 ° v Y' PER ANCHOR WINDOW BUCK WIDTH-2-3/4" ' WIDTH REQUIREMENT WINDOW BUCK r _ CONCRETE/CMU W M Y 10 WINDOW PER ANCHOR > a � nay BUCK HORIZONTAL SECTION C-C REQUIREMENT HEIGHT 1/4'MAX.SHIM --�{ } ^ a oG O 04 T 1112 STEEL I U co co 0) C Z �S 04 SELF-DRILLING SMS J 04 VISIBLE (G5),SEE TABLE 9, Z LL Ld LL co J --a p LIGHT THIS SHEET TABLE 9: =L W HEIGHT= ` Anchor Substrate Min.Edge Min.Embedment Max O.C. U U X o Distance Min. W— 02 co 5 -°N WINDOW P.T.Southem Pine(SG=0.55) 9/16' 1-3/8' 12' �W Co O (7 9MG BUCK Aluminum,606}T5 min. 3I0' 0.063'• tY Y Z HEIGHT- p12 or A144105S screw A36 Stool 3113' 0.063•• 12' o U rn —0 LL 2-3/4' INSTALLATION z a z Steel Stud,Gr.33 min. 318" 0.045"(18 Go)• 12' HQ Z TYPE H P.T.Southern Pine(SG=0.55) 9116' 1.3/8" 12' J O 2 EXTERIOR Aluminum,6063.75 min. 318' 0,063' 12' --i F- #12 or R'14 Steel Screw(G5) Q Q r-, A38 Steel 3!13' 0.063'• tY Steel Stud,Gr.33 min. 3/8' 0.045'(18 Ga)• 12' ® �i Cf) _jT';'—s' Ungrouled CMU,(ASTM C-90) 2-1/Y 1-114' 12, z ia- U MIAMI-DADE APPROVED MULLION 114"410 SS CteteFlex rn Concrete(min.3.35 ksl) 1' 1-314" 12' _ 0 z 21 (SEE SEPERATE NOA),ALUMINUM, 5 O Z STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 kep 1' 1-3/4' 1Y en 6 Concrete(min.2.85 kei) 2-112' 1-316' tY < Z w arOJS SEE SUBSTRATE PROPERTIES, 1l4'Steel Ultracan 0 W TABLE 9.THI3 SHEET Ungreued CMU,(ASTM C-90) 2-11Y 1-114' 1Y O J N N Grouted CMU ASTM G90 2-117 1-314" 1Y of J r•W 5 �1/4'MAX SHIM Concrete(min.3.5 ksl) 1-1/4' 1-3/4• 12' w � Q 5f 16°Steel Ullrecon Grouted CMU, ASTM C-90) 2-12' 1-314' 12' O X Q as •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL W 1X WOOD BUCKSTRIP, °131 '°saG sauag SEE NOTE 2,THIS SHEET CONCRETE PER EMBEDMENT ANCHOR INSTALLATION NOTES: " + REQUIREMENT - 1 _ 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. INSTALLATION • 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.10.1X WOOD BUCKS ARE TYPE F �— EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2.X°ARE 1-12'THICK OR GREATER. DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. ' VERTICAL SECTION D-D 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. REA 58705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT +— OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET SEE TABLE 10,THIS SHEET TYPE J TYPE K EDGE EDGE INSTALLATION DISTANCE DISTANCE kN2 114. AX EDGE DISTANCE �{ TYPE I (� / PRDDUCTREV)SED 1IP 2X WOOD BUCKSTRIP I I aq i�ng Code Ficrida l� OR FRAMING,SEE �j Building Code �IT NOTE 2,THIS SHEET nulao«No 16-0624 9 1/4"MAX pimtim Dute TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIMFEDGE DISTANCE PER SUBSTRATE, By SEE TABLE 10,THIS SHEET F.tamt "'k PFt 0 EMBEDMENT 3 EMBEDMENTUSEDATCURVED EXTERIOR 29 FRAMEMEMBERS ONLY L F11-718"O.C.MAX. EXTERIOR WINDOW 11 10, j U) BUCK •nay BUCK VISIBLE LIGHT WIDTH= 5 HEIGHT 1/4"MAX.SHIM �-{ �� III+++ WINDOW BUCK WIDTH-2-314" ^^-11 ❑to q. tQ o WINDOW BUCK WIDTH >• - n alon O m O N VISIBLE INSTALLATION HORIZONTAL SECTION E-E JO LL w J o w N C'coZ �e Z 0 LL � urwp ❑ HEIGHT= TYPE L w U x0 D 6LU WINDOW BUCK 910 STEEL ~Z m O 5 Ohio HEIGHT- SELF-DRILLING SMS CD O YO Z 2-3/4" (G5),SEE TABLE 10, n Z 0_Z O THIS SHEET �5 LL TABLE 10: g O Min.Edge Max.O.C. co Anchor Substrate Min. S cl !j Iaa45 2-12"x.113"Boz Nell P.T.Southam Pine SG=0.55 5/16' 5" ® m z Z 2-12"x.131"Common Nall P.T.Southern Pine SG=0.55 3/8" 5" , 2-1/2"x.145"RooAn Nati P.T.Southam Pine SG=0.55 O 3/8" 5" 3 ~ Z 21 P.T.Southern Pine SG=0.55 1/2" 5" Q 6 2X WOOD BUCKSTRIP EXTERIOR Q ❑ j ala�5 OR FRAMING,SEE #lox 1"Steel Scraav 0.093"Aluminum,6063-T5 min. 5/16' S LL Z Q NOTE 2,THIS SHEET 1/16"A36 Steal 5/16' S 0 H-• N N 5 �1/a'MAX SHIM 0.045" 18 Ga Steel Stud Gr.33 5116' S ❑ Z r-00 MIAMI-DADE APPROVED MULLION v MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 71 (SEE SEPERATE NOA),ALUMINUM, >C Z_ O-a STEEL FRAMING OR STEEL STUD. LL � SEE SUBSTRATE PROPERTIES, ant �sap sauas INSTALLATION TABLE 10,THIS SHEEP TYPE J D EDGE DISTANCE , INSTALLATION NOTES: " TVP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. I+-- EMBEDMENT - AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 10,THIS SHEET 2,WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1-112"THICK OR GREATER. INSTALLATION CTION,TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING VERTICAL SECTION F-F URI 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E#58705 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT —'-� DISTANCE NOTE 2.THIS SHEET INSTALLATION TYPE M 'FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, 'FOR THIS INSTALLATION ANCHORS MAYBE NO METHOD ONLY, SHIM MAX MORE THAN 6"O.C. ANCHORS MAY BE NO EMBEDMENT 11 SHIM MORE THAN 6'O.C. 1 i I I 1X WOOD BUCKSTRIP,SEE PRODUCT REVISED J 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET ns complying��i�dpi Florida OR FRAMING,SEE NOTE 2,THIS SHEET A�ca:ptmca tdo Iia° PAR TYP,ANCHOR TYPE,EMBEDMENT AND C:!cpirativn Date R 3 SHIM EDGE DISTANCE PER SUBSTRATE, DY nrC 6 BEE TABLE 11,THIS SHEET Miam' nie Pradu 4 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, a 11 SEE TABLE 11,THIS SHEET 3 USED AT CURVED EDGE m EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE EDGE rc 11-7/6'O.C.MAX. ° DISTANCE CONCRETE/CMU 11 PERANCHOR REQUIREMENT 4CONCRETE/CMU W Y m WINDOW I 11 PER ANCHOR > N O '^aa BUCK REQUIREMENT T� VISIBLE LIGHT WIDTH= `� R •- �: HEIGHT 114"MAX.SHIM 111'"'�� WINDOW BUCK WIDTH-2-3/4' ��Ill ❑ 0 o WINDOW BUCK WIDTH EXTERIOR } a7a0 O 0 N VISIBLE HORIZONTAL SECTION G-G o co °i� o z a N n INSTALLATION TYPE O Z LL ro o.o 0 LIGHT =tyj •-- W HEIGHT= FOR THIS INSTALLATION O U X N ❑ WINDOW 'METHOD ONLY, TABLE 11: LU F Z m O Ir Ur 0/0 BUCK ANCHORS MAY BE NO Anchor Substrate Min.Edge Min.Embedment Max.O.C. ^� y Z HEIGHT- • MORE THAN 6°O.C. Distance Spacing o Orn 2-3f4" P.T.Southern Pine SG=0.55 9116" 13/6' 6" —Z d Z O 0LL #12 or#14 410 SS Screw Aluminum,6063-TS min. 318' 0.083"• 6" Q O #12 STEEL A36Steel 316• 0.063"' 6" J rn SELF-DRILLING SMS - Steel Stud,Gr.33 min. 3!8' 0.045' 16 Ga 6" Q (G5),SEE TABLE 10, P.T.Scuthem Pine SG=0.55 9116, 1-316' 6' rn ;4sTHIS SHEET 012 or#14 Steel Screw(GS) Aluminum,6063-TS min 3!8° 0.063"• 6• ® m Z O A36 Steel 318' 0.063"'- 61 z 21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud,Gr.33 min. 316" 0.045' 18 Ga• 6 0O Q Z EMBEDMENT AND EDGE U routed CMU,(ASTM 090 2-112' 1-1/4" t2, ❑ -1 alms S J-L 1/4'410 SS GYeteFlez ¢ Z -I DISTANCE PER SUBSTRATE, `7 Concrete(min.3.35 ksi) 1' 1314' t2' p F OCD SEE TABLE 11,THIS SHEET Concrete min.2.85 ksi 1' 13/4' tT F; O n ip 1f4"MAX SHIM MIAMI-DADE APPROVED MULLION 5 114"Steel Ultracon Concrete min.2.65 ksi 2-112' 1-3/6' 12' w W Z (SEE SEPERATE NDA),ALUMINUM, U routed CMU, ASTM 090 2-112' 1414' 12" O X Z a a STEEL FRAMING OR STEEL STUD, Grouted CMU ASI.CG90 2-112" 1-3/4" 12' SEE SUBSTRATE PROPERTIES, LL TABLE 11.THIS SHEET 5116°Steel Ultracon Concrete min.3.5 ksI 1-114" 13/4° 12' alll ',sa0 sauas INSTALLATION Groutetla.0 ASTM 090 2-112' 1314' 12' TYP;EN 1X WOOD BUCKSTRIP, •SEE NOTE 2,THIS SHEET MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. Q • INSTALLATION NOTES: - EMBEDMENT .. 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'IX-,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE �- y OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2•THICK OR GREATER. EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING —1 DISTANCE JURISDICTION. 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H-H 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,RE P.E.#56705 • r, PRODUCT REVISED as c,Hnglyf.g with d.Fitch Build4q Code Acccptnncc Nu, D EsyireGm Dat 9 ily Minn Tlnde ThoGat G a 0 ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE$E)UAL-LEG FRAMES FOR FIN FRAMES c m2 m > cl co '"aa .I I ANGLED/CURVED ANGLED/CURVED O FRAME ASSEMBLY FRAME ASSEMBLY >-N n a op 0 90°CORNER 90°CORNER 1111 O W , N FRAME ASSEMBLY I I FRAME ASSEMBLYLU I O-j w o Z erg rn o n Z LL U)LL CO J umal(7 a = L) X S2 o 0 m LL w g w— 02 m 5 W 'oN 1--e I m W m o - EM0 I I ALL CORNERS TO p Y ,d. Z Z r- ALL CORNERS TO I USE GASKET I / USE GASKET I I o Z Dd Z m O AND/OR SEALANT / AND/OR SEALANT O ILL o O g 0 b I / EQUAL-LEG FRAME Q Z / N � 73-349 FLANGE FRAME ® Z O U) EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR MITERED FRAME WITH INTERIOR € Q 7 Z AND EXTERIOR FRAME WELDS AND EXTERIOR FRAME WELDS G K a�oaS FLANGE FRAME (SHOWN)OR CORNER KEYS AT d (SHOWN)OR CORNER KEYS AT LL Z F 30 SCREW BOSSES.SEALANT AT ALL CORNERS ryA JIMI( SCREW BOSSES.SEALANT AT ALL CORNERS 01X n CD M 30 X O %05f5tLL m A.LYNN MILLER,RE P.E.O 58705 2.784" 2.784' -- 2.784" — TABLE 9: ,094' —�� .094" ---4' I .094• y��- Item PGT Part Description Material # .074" ,062" .074" .062• .074 .062" 1 4253C Flanged Frame Alum.6063-T5 1.375" 1.375" 1.875" -�77-' PRODUCTREViSBD 2 4285 Equal-leg Frame Alum.6063-TS .438' } 500" .438' 500" 438" azc vlyicg with 6.Florida 3 4256 Integral Fin Frame Alum.6063-T5 1.000' i A., g Code 9 .500' 050wf0°°6 +- .050"i0'0°C ! 050"0'°°G Ao --II-- �II �--I{-�- No t o 4 4255 7/16"Lami.Glass Beading Alum.6063-75 1.125' Evyg ra&m Data c� O FLANGE FRAME O EQUAL-LEG FRAME 077 5 4254 I.G.Glass Beading Alum.6063-75 I 2 x' #4253C,6063-T5 #4285,6063-T5 �.-�-y,d�Pra_'eut 6a 4270 Installation Fastener Cover Alum.6063-T5 6b 4224 Installation Fastener Cover Rigid PVC 3 FIN FRAME O #4256,6063-T5 c 10 705B9C Gasket(at 90°comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 1.206" �+{ .346SHEET -+{ 1 037" m WITH SPACERS&MOVED ARTS. 13 Dow 899,GE 77DO Silicone or Equiv. I WITH SPACERS 8 MOVED PARTS. 20 71652K Setting Block,Mono.3118"x 7116"x 4" Neoprene,Duro.85+/-1 .875 lul 875 21 71704AK Setting Block,I.G.3/16"x 13132'x 4' Neoprene,Duro.85+/-1 T a -- .050' fI'F— .050' 29 #6 x 1-1/4'FH SMS Stainless Steel I I .050" W m 3116"&1/4" I.G.GLASS INSTALLATION > c i ^a 30 781PQX #8 x 1"Quad PH EMS Stainless Steel O GLASS BEADING O BEADING O FASTENER COVER 0 p #4258,6063-T5 #4264,6063-T5 68 #4270,6063-T5 C9, N a1o0 0 O (1) , N J J 01 A O LU .(0 C" Z u- U)LL (OD :j ...'o 0 LU ° 2 OU XT m 0 O o ALUMINUM LU Z m 2 1 7 (0 'N SILICONE HOT-MELT BUM REINFORCEMENT pOLYISO- DESICCANT FILL AREA O OY Z Z O,va STRUCTURAL BUTYLENE o O rn O W SILICONE SEAL 5116"NOM. Z d Z �- H O LL O STRUCTURAL 3116"NOM. 5/16"NOM. Q 1/4"NOM. FOAM BUTYL& SILICONE SEAL J POLYISOBUMEN Z WrrH DESICCANT WRH DESICCANT ROLL-FORMED Q Z DESICCANT FOAM STAINLESS STEEL I.-. Q .--Is EXT.GLASS FJCT.GLASS EXT.GLASS ® m Z Z FACT.GLASS O O m Z INT.GLASS INT.GLASS INT.GLASS INT.GLASS OF CD N W N O nm 75 KODISPACE 7e SUPER 77 DURASEAL® 7a XL EDGEITI x o as 4SG TPS SPACERS NXT1m SPACER SPACER U- .,mo TABLE 10; Part# Description Material 75 Kommerting 4SG TPS Spacer System �6 76 Quanex Super Spacer nXr with Hot Melt Butyl See this Sheet for 77 Quanex Duraseal Spacer Materials 76Cardinal M-Edge Spacer . • REFERENCE TEST REPORTS:FTL-8717,8968&8970 A.LYNN MILLER,P.E. P.E.#58705