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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Cl\ Page 1 of 3 ,moi aka' x� is '�`L` +i�� .���' .va�"a„�� �✓�� ��ia'���, �k r: r� �� BCIS Home Log In ; User Registration HotTopics 3 Submit Surcharge i Stats&Facts Publications j FBC Staff BCIS Site Map Dnks Search j ' Product Approval gar; z a�.� ff z - >g..USER:Public User �ti1 b t,r t^-<c.r,,.. �� ;•`•;fit kl l� ` `tt�'� r s t•_ Pr.Auct Anomva!Menu>Product or Aoolication Search>Aonlication List>Application Detail ��.� _ FL# FL243 R19 c�-,R *" ��� �1- Application Type Rews!on 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 L... Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski irosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowskj@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Ei.d...Subcategory Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/07/2016 Date Validated 09/21/2016 Date Pending FBC Approval Date Approved 09/25/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ3 5 VD... 2/7/2017 Florida Building Code Online Page 2 of 3 r Summary of Products FL it 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 FI-243R19 C CAC 6-1.-M221-0.pdf 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) FL243 R19 1 16-0629.20.01' 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 FI-243 R19 C CAC 16-0629.22.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/11/2018 i Design Pressure:N/A Installation Instructions ! Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 12:9 I 16.0629.22.0f for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER i type,size,and spacing information. Created by Independent Third Party: i{ Evaluation Reports Created by Independent Third Party: 243.3 JPW-220(Nan-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0505.03.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 R19 II 16-0505.03.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: 243.4 JPW-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.pdf 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 ii19 11 15-0612.13.1)df 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: 243.5 PW-620(Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.13.0 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 11 16-0629.13.pcif 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: 243.6 (PW-720(Large Missilefmpact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 1219 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 Rig II 16-0629.14.1)dff for product performance information,anchorage details,and anchor Verified•By:'Miarrii=Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created-by.Independent Third Party: 243.7 JiPW-820(Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL24:1 R19 C CAC 16-0629.14.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 R19 11 16-0629.14.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: 243.8 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) F1_243 R19 I1 13-1125.04.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: 1243.9 PW-3020(Large Missile Impact) Architectural Systems Aluminum Fixed Wiindow Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R19 C CAC 15-0609.06 LM.pdf ( Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I Impact Resistant:Yes 08/16/2017 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ3 5 V D... 2/7/2017 Florida Building Code Online Page 3 of 3 Design Pressure:N/AInstallation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R29 II 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: Evaluation Reports ! Created by Independent Third Party: 243.10 PW-3020(Small Missile Impact) Architectural Systems Aluminum Fixed Wiindow f Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R19 C CAC. 15-0609.07 SM.rdf 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 FL743 R 9 C CAC 16-0679.j.1.l�df 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 R19 II 16-0629.1 i.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: 243.12 PW-5440(Non-Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FI.243 R_9 C CAC 16-0714.20.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/24/2020 Design Pressure:N/A Installation Instructions 1 Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R19 II 16.0714.7.0.rdf 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 F1.743 R'.9 C CAC 16-0629.17.pdf 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 IT 16-0629.12.rdf 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.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 1 I Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R19 IT 16.0714.19.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: 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 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: ^:xe NM E.. Credit Card 42af- http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDqu3 mwFvZ3 5 V D... 2/7/2017 MIAMI•DADE MIAMI-DARE 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.sov/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 Hurricane Zone.- DESCRIPTION: Series"P/W=701/720/820"Aluminum Fixed-Window-L.M.I. APPROVAL DOCUMENT: 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., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and'S"mall--,Missile4-Impact-Resistant--,. LABELING: Each unit shall bear a permanent label withthe manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#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. .,=:r-QA.N.o.16-0629.14 MIAMI-DADS COUNTYExpirattion Date:_Eebruary 192019 P f7/ j�p Approval Date: August 04,2016 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,Durasealo 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. 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 NDA No. 13-050,2.03) 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) Mantel Pe ez,P.E. Product Coot 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. I5-0528.26) 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. Manuel Per z, .E. Product Control FixamPer NOA No.1 9.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-2 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5",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 a .E. Product Contr 1 Exa finer NOA No. 629.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-3 yl STANDARDS USED: GENERAL NOTES:SERIES 720/820 °2014 FLORIDA BUILDING CODE(FBC),5TH EDITION DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW •ASTM E1300-09 •ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION VARIES, RATED FOR LARGE&SMALL •ALUMINUM DESIGN MANUAL,AOM-2010 SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE C THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS THE FLORIDA BUILDING CODE,INCLUDING THE HIGHH •AISIS100-07IS2-2010 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 44-1/4"VISIBLE 45.114"VISIBLE _ 45-114"VISIBLE PRODUCT R£VISED LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH aswm ow WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS NY�B � � INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD •-�� W MAX. 6"MAX. F,SHEET 8 2"MAX- B,uldingQade _ A B,SHEET6 D.SHEET H,SHEET9 4 e1 pr8eCe KO 16 29 14-• LITE(CAP)MUST TEMPERED. _ Er<pirmien,Dasr._ �}Q]� 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, i I - I By USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY Miami Nl_, wt '.' ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A I A 95" C I C E,SHEET 8 I E,SHEET 8 UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET6 SHEET6 SHEET7 SHEET7 G,SHEET 9 i G, HEET9 BUCK gg^ HEIGHT I 4 BUCK 4)ALL WOOD BUCKS LESS THAN 1.1/2"THICK ARE TO BE _�_ _ L_�___ ___ J 9 CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE r HEIGHT WITH SPACE S&M SHE( OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 92-114" VIS IBLE WITH SPACERS&MOVED' WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR 12'MAX• i VISIBLE 12'MAX. i 93-1/4' v I LIGHT GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. LIGHT O.C. VISIBLE 5"MAX. o' DESIGNED TO PROPERLY TRANSFER LOADS TO THE - i / HEIGHT T LIGHT O.C. HEIGHT STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS 96" r / HEIGHT / 96" Y m THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP-TO BUCK III U) •�aa ARCHITECT OF RECORD,(AOR). I TIP I HEIGHT w i HEIGHT i 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE I p N N 't 711 BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF I 1 SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED 1 1. O •N7 UO F7 W N ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION I I I O_' M C) Z 20 11� ANCHORS SHOULD BE SEALED.OVERALL I }T I F,SHEET 8 Z rn LL tD J a'nO1� p SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 6" I-.g-� I-�-- 12"MAX.O.C. 6" J �-.•-D�i I"�- 12"MAX.D.C. H,SHEET 9 =W {(n p INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX. SHEET 6 MAX. SHEET 7 2"MAX. U U X W THE SCOPE OF THESE INSTRUCTIONS. 5"MAX.O.C. W Z O� 00 j 'aN 1TYP..FLANGED:FRAME+ TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION ~w m p �Ma 6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR ro O O ZO O LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED`UNIT) ELEVATION(TESTED UNITS (TESTED UNIT) z d z - SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING L V Q 0 APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE J W O SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: J THEM BY THE WINDOW. 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK F W GUIDE TO SHEETS: MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 25. ® m (n .6 7°aYS 7)DESIGN PRESSURES: GENERAL NOTES........................1 j�f ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME `mom" Z W A.NEGATIVE DESIGN LOADS.BASED ON STRUCTURAUCYCLE ELEVATIONS................................1 /T "\ MEMBERS,SEE FIGURE 1,THIS SHEET. 2� W Z TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................2-5 O O E1300. DESIGN PRESSURES..................25 12"O.C. I--+ -WIDTH -I I-'WIDTH�{ 'r-WIDTH�•1 Imo-WIDTH -�-{ Q p z al°'S B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX. r--- -- -- r- -� r- -1 Z -I PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 / T T T T (Y N N ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INT.FIN A..........8 1 / / r� �x �j r� r� w W �., 1 INSTALLATION,INT.FIN B...........9 "I`/L / w w_ f� w W O X U 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 6" = I I I = I I x I I CL C DESIGNED TO RESIST THE WINDLOAOS CORRESPONDING EXTRUSION PROFILES................11 MAX i 1 allr� -asap sar.as TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS PARTS LIST...................................11 _ 1 _ -I_ J L- -J INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR I'� WIDTH �-I If'WIDTH-�{ {-+-WIDTH- I­-WIDTH THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT TABLE 1: - r- -"1 f , ��+ r1NY L7'NN COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS Ty Pe Desorlption Sheet i^,.• LiCErly+�'•.`C�P•�' SHALL MEET THE REQUIREMENTS OF THE FLORIDA # �/[ y//,� 'f•' .- BUILDING CODE FOR CORROSION RESISTANCE. 1 7116"Laml(3116"An-.090"PVB-3116'HS) 2 w �" _ _ _ - '�o 537Og ;�•= 2 7116"Lami 16"HS-.090"PVB-3116'FLS 2 9)REFERENCES:TEST REPORTS FTL-3835,3850 8 7212; 3 1-1116'Laml.IG 3116"T-7116"Air-3116'An-.090'PVB-3116'HS 3 1 _. 1 - 1 L- _ 1 L J �7 �- _ ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA 4 1.1/16"Lamm.IG 3116'T-7/16'Air-3116'HS-.090"PVB-3116"HS 3 NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN 5 7116'Laml 3/16'An-.090'SG-3/18'An q (� MOTH =i I� WIDTH-� I--WIDTH +•i H-WIDTH-y .,g MANUAL. 8 7N6'Lami 3116"HS-.090'SG-3116^HS 4 r- - T t•- -, T r--- ��'�.''�< '('` 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 RE F111-1111P Leml.10 3116"T-7/16"Air-3/i 6"An-.090"SG-3116"An 5 = I I SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES 8 1-1116"Lams.IG 3116"T-7116'Alr•3118'HS-.09D'SG-3116'HS 5 O / L4 / c2 /11, MAY ALSO BE REFERRED AS THE 701 SERIES. "SG"-'KURARAY SENTRYGLAS INTERLAYER'BY KURARAY AMERICA,INC. /� x I x /'III 1`' 'PVB'=-KURARAY BUTACITE®PVB INTERLAYER'SY KURARAY AMERICA,INC. ! i 1 A.LYNN MILLER,P.E. 1 P.E.#58705 TABLE 2: fWindow Design Pressure(+l-,psf)for Glass Type 1 Crag Side(in) 7116'LAMINATED 67-718 1 72 76 80 84 88 92 96 100 104 109-112 GLASS STACK 30__-0-80= +1-80 +1-80 +1.80 +730 +!.80 +/-80 +1-80 +1.80 +1-80 +/-80 32 +130 1 +/-80 +130 +130 +/30 +/-80 +1-80 +130 +1.80 +/AO +1A0 .090'PVB INTERLAYER 34 +130 +IAO +1-80 +IAO +lAO +130 +1-80 +1-80 +1.80 +/-79.8 +1-79.4 36 +1A0 +IAO +IAD +/AD +130 +/-80 +1-79.7 +l-77.2 +1-75.1 +I-73.4 +l-72.2 -3/16"HEAT STRENGTHENED GLASS 3/16"ANNEALED GLASS PRODUCT REVISED 38 +/.80 +/A0 +I-80 +(AO +130 +1-711.1 +1.75.2 +/-725 +1.70,3 +1-68.5 +146.3 as cemPlying with llr FfosiSa 40 +130 +/30 +1-80 +I-79.8 +1-77.2 +1-74.3 +1.71.3 +1-67.9 +1.65.1 +1-63.4 +1-61.6 - Building Code 4 42 +lAO *IAO +1-80 +1.77.4 +!•74.3 +I-71.3 +1-68.2 H-64.7 +141.6 +l-69.8 +lS8.2 11 � Aacptnnca Na 1 201q 44 +IAO +/-60 +/-78.9 +1-75.4 +l-72.1 *1-68.9 +1$5.6 +1.622 +159.7 +/.57.5 USED AT CURVED iraiioe Daty ./+.+ 5 46 +IAO +/-80 +1-77.2 +1-73.6 +1.70.1 +1-668 +1-63.5 +1-60.3 +157.7 FRAME MEMBERS ONLY 29 518' 11-718'O.C.MAX. �- LONG SIDE DY a 48 +130 +1-79.3 +I-75.6 +1-71.9 *1-68.3 +f-64.9 +1-61.5 +1.58.2 @ GLASS BITE Miam- a Product Cen 50 +140 +1-77.5 +1.74.1 +1-70.3 +1-66.7 +!X63.1 +1.59.7 1-3 E 52 +1-79.1 +/-75.6 +1-724 +1-68.8 +/-65.1 +1-61.5 m 54 +1-77.4 +/-73.8 +1•70.5 +1.67.3 +133.5 SHORT a 56 +1-75.8 +1-72 +l-68.6 +1-65.3 EXTERIOR 20 19 SI� 58 +1-74.2 +1-70.3 +1.66.0 i 60 +1.727 +1-611.7 +I-65 m �/ 62 *I-71.2 +147.1 GLASS T(PE_1- a 64 +149.7 +I-65.5 �---- / �- LONG SIDE -� 66 1 +1.663 67-718 +1.67 NOTES: SHORT co U) m 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SS DET 7 > a �aa 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. Of 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O 0 o ti a:aa O ro N 0-1 TABLE DIMENSIONS MAY BE J m co W N ORIENTED VERTICALLY OR Z LL �_j CD ? 1,110 HORIZONTALLY AS SHOWN. _ W W0 UU XN o O W- O2 W on TABLE3: F_W m O (5 9/n0 Window Design Pressure(+/ psf)forGlass Type 3 or Q O ZO r LL Lang Side(in) 1-1176'NOM. Z d Z co p 67.718 72 76 80 84 88 92 96 100 104 109-1/2 tg� 30 +1-80 +130 +1A0 +IAO +130 +1-80 +1-80 +130 +IAO +1-BD +130 GLASS STACK �J 7/16'LAMINATED J CO N 32 +1A0 +1A0 +IAO +1A0 +130 +1-60 +l-8O +130 +1-80 +1A0 +IAO I GLASS STACK Q 34 +IAO +IAO +1-80 +1.80 +130 +130 +1-80 +1A0 +1-80 +1A0 +130 3H6'HEAT 01 STRENGTHENED GLASS -� SHORT I- `8i r j W %3545 36 +130 +IAO +1-60 +IAO +130 - +IAO +1-80 +130 +/AO +IAO +IAO 3116'TEMPERED GLASS SIDE f ® Z 38 +IAO- +IAO +IAO +IAO +130 +1-60 +I-80 +/AD +1-79.4 +1-76.4 +I-74.3 3116"ANNEALED GLASS _ U) Z 40 +/30 +/-so +/-80 +IAO +130 */AO +1.80 +l-78.7 +1-73.5 +/-70.9 +1-69 7/16"AIR SPACE 090"PVB j W 42 +l-60 +130 +130 +1-80 +130 +(AO +1-77 +1-73.1 +1-69.6 +1.68.9 +145.2 11 INTERLAYER LL d a51­Sp 44 +1-80 +1-80 -1-80 +/-so +130 +1.77.8 +I-74.1 +/-703 +1.67.5 +1.63.9 Z O O 48 +IAO +/AO +/-60 +IAO +1-79.2 +1-75.4 +1-71.7 +1.68.1 +1.65.1 5 LONG Rr C m 48 +IAO +1A0 +IAO +IAO +1.77.2 +1.73.3 +1-69.5 +1458 USED AT CURVED N 50 +IAO +IAO +IAO +!•79.4 +1-75.3 +1-71.3 +/-67.5 FRAME MEMBERS ONLY 29 5/8" %/ SIDE W GLASS BITE X Ll f 52 +IAD +IAO +1-80 +1.77.7 +1-73.5 +149.5 @ 11-7/8'O.C.MAX. li. p ul 54 +1-80 1 +130 +1-79.6 +1-76 +1-71.8 1-3 aOl 'Ssa0 se��a5 56 +IAO +IAO +1-71.5 +1-73.8 58 +IAO +1-79.4 +1.75.4 1 EXTERIOR 60 +1A0 +1.77.8 +1-73.5 62 +1-80 +1-75.8 75-7 21 13 _ SHORT . --1 SIDE 64 +/-78.8 +1-74 66 +1.77.2 GLASS TYPE 3 67-7/8 +/.74.9 NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCKDIMENSION. r 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. W ' 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.X 68705 TABLE 4: Window Design Pressure(+h,psQ for Glass Types 2&4 Long Side(in) 67.718 72E4/-80 BO 84 88 92 96 100 104 109-112 112 116 120 124 128 132 138 140 1-04 30 +1-80 +1-80 +1-80 +1.80 +1-80 +1-80 +1-80 +1-80 +1-80 +1AO H-80 +1.80 +1-80 +IAO +1-80 +1-80 +1-80 +1430 +1.80 32 +lAO +IAO +1-80 +1.80 +1A0 +1.80 +1-80 +1-80 +I-80 +1-80 +/430 +IAO +1.80 +/a +1-80 +/.W +1-80 +1-80 34 +1.80 +1-80 +1-80 +1-80 +1-80 +1.80 +1.80 +lAO +1-80 +1A0 +1-80 +1-80 +1-80 +1.80 +1-60 +/-80 PRODUCT REVISED 36 +1-80 +1-80 +1.80 +1-80 +IAO +1-80 +1-80 +1-80 +IAO +l$0 +1-80 +1A0 +1.80 +1A0 +1-80 is complyingdm Fioridn 38 +1A0 +IAO +1-80 +1.80 +IAO +1A0 +1-80 +IAO +IAO +1A0 +IAO +I-80 *IAO Building Code40 +IAO +IAO +IAO +1.80 +IAO +IAO +1-80 +(.80 +lAO +1.80 +1A0 Aompt"-Wo42 +lAp +lAO +1A0 +IAO +IAO +1-00 +1A0 *IAO +1A0 +1A0acpimtio�(.?6,]944 +/AO +!A0 +IAO +IAO +IAD +IAO +/-BO +1-80 +1A0 By gal_ 46 +1A0 +1A0 +1A0 +IAO 1 +1-80 +IAO +1A0 +1-80 +1.80 Cdiami ?6?f`#?I.;j l,C�rntsd v 46 +/A0 +IAD +1A0 +IAO 1 AO +IAO +1A0 +IAO V5 50 +IAO +1-80 +1-80 +IAO +l-BO +IAO +1-80 r P 52 +1A0 +IAO +IAO +IAO +IAO +1-79.1 m 54 +1.60 +IAO +IAO +IAO +1.78.6 56 +1A0 +IAO +1A0 +1.79.1 m I 58 +IAO +IAO +1-80 z f 60 +IAO +IAO +1-79.3 _ 62 +1AO *IAO z 64 +IAO *IAO 66 +1A0 m 67-718 +1-80O m CO NOTES: ? CO •nay 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. 0 LD 0 O 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N a1o0 I-- CVcO JO M C/) ' N OJ O)J OO Z 0 ti Z LL cq 0 LL O J urap p W W cWj X. o O_ W Z O� °� •°N TABLE DIMENSIONS MAYBE ~o W -0 O sno GLASS STACK ORIENTED VERTICALLY OR o 0-0 ZO w 7116'LAMINATED Z d Z N 7!16`LAMINATED � GLASS STACK HORIZONTALLY AS SHOWN. (= W U- GLASS STACK J LONG —1 O 3116"HEAT STRENGTHENED GLASS m m .09o"PVB INTERLAYER 3116'TEMPERED GLASS SIDE 3116"HEAT 3116'HEAT STRENGTHENED GLASS �-- LONG SIDE - �/ I m 14— ~ 3116"HEAT STRENGTHENED GLASS —STRENGTHENED GLASS 7116"AIR SPACE .090'PVB INTERLAYER r ® Z 7aayg 4 11 11 SHORT < 5 SIDE 0 W Z USED AT CURVED SHORT alO'S FRAME MEMBERS ONLY USED AT CURVED SIDE LL Z D. �9 518° FRAME MEMBERS ONLY 29 518' O z O O Q 11-718°O.C.MAX. I D:GLASS BITE @ 11-718"O.C.MAX. GLASS BRE 0 L.•.- 1-3 13 - w LU LL'•, 1 EXTERIOR EXTERIOR I►-- LONG SIDE —� y -°GO seas (� 20 13 Isle 21 13 T . v- GLASS TYPE 2 GLASS TYPE 4 sS /� �i LONG . SIDEDE f� Yi SIDE SHORT V' r SIDE c , A.LYNN MILLER,P.E. P.E.#511705 4 TABLE 5: Window Design Pressure(+I-,psf)for Glass Type 5 Long Side(in) 7116"LAMINATED 67.7/8 72 76 80 84 88 92 96 100 104 109-1/2 GLASS STACK 30 +901-125.4 +901-120 +901-115.5 +9d-111.5 +901-108.5 +90/-105 +901.104.5 +901-103.5 +901-1025 +901-100,7 +901-97.94EM.R -.0901G INTERLAYER 32 +901.116.9 +90'-110.8 +90/-105.3 +9(Y-101.8 +901-98.7 +9D/-95.7 +901-923 +901-90.6 +90/-90.3 +1-89.9 +1.89 34 +901-108.9 +901-103 +901.98.8 +901-95.1 +g0/-91.8 +1-88.2 +1-84.4 +1.81.5 +1.80,1 +1-79.8 +1-79.4 ANNEALED GLASS 36 +90/-102.6 +90'-97.1 +90/-928 +1-88.9 +/-85.5 +/-826 +/-79.7 +/-7.2 +/-75.1 +1-73.4 +1-72.2 3116PRODUCT REVISED 38 +901-98.4 +90'-922 +/-86.7 +1-83.2 +1-80.7 +/-78.1 +/-75.2 +1.725 +/-70.3 +1418.5 +1-68.3 as complying with the Florida 40 +901-94,8 +1.88.2 +/.82fi +1-79.8 +1-77.2 +1.74.3 +1-77.3 +/-67.9 +1-65.1 +I-83.4 +151.6 42 +901.91.3 H-84.7 +/.80.7 *1-77.4 +l-74.3 +1-71.3 +f-68.2 +-64.7 *1-61.6 +1-59.8 +1-58.2 USED AT CURV - Apmn_44 +1-883 +/-82.4 +l-78.9 +1.75.4 +l-72.1 +1.68.9 +1-65.6 +/-522 +159.7 +1-57.5 FRAME MEMBERS ON518'46 +1-854 +1.80,8 +I-77.2 +1-73.6 +1-70.1 +1.66.8 +153.5 +/•60.3 +15'7.7 ®11-7/8"O.C.MSS BITE �- LONG SIDE48 +1-827 +1-79.3 +1.75.6 +1.71.9 +-68.3 +1.649 +1-61.5 +/5&2P52 +1-80.9 +1-77.5 +1-74.1 +I-70.3 +1-66.7 +1.63.1 +/59.7+!•791 +1-75.6 +1.72.4 +/98.8 +/55.1 +f-61.5+1-77.4 +1-73.8 +1-70.5 +/-67.3 +/-63.5 EXTSHORT+1.758 +1-72 +1-68.8 +1-65.3 SIDE K +I-74.2 +/-70.3 +1-66.8+1.727 +1.68.7 +I.&5 GLASS TYPE 5 +1-71.2 +1-67.1 +14;97 +-65.5+14113LONG SIDE+1-67 NOTES: SHORT /, Y m 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THETIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE %/ � •nay 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. - O 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1n 0 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. }LO 73o0 O CN N TABLE DIMENSIONS MAYBE OJ M M W N ORIENTED VERTICALLY OR 0-1 N 0 o Z AS P7 HORIZONTALLY AS SHOWN. Z- to uLLf - 0 m W uMo,O U0 X� ow 0 TABLE 6: F-W m O .�'-. O 9M0 Window Design Pressure(+/.,psf)for GlassType7 C) p0 z M r_ Long Side(in) Z W ly 87.718 72 76 BO 84 Be 92 98 100 104 109-712 1-1116"NOM. J J O 30 +901-130 +901-130 +90'-130 +gD/-126 +9omZ2.6 +901-119.8 +9D1-11&1 +901-117 +901-115.8 +901-1127 +90/-109.9 GLASS STACK 7/16"LAMINATED J Q 32 +901-130 +90/-1251 +901.118.9 +90�-114.8 +901-111.5 +901-108.1 +90/-104.3 +901-1024 +901-102 +901-101.4 +90'-99.7 GLASS STACK m Q 34 +901.123.1 +9d-116.4 +901-111.7 +90'-107.5 +901.103.8 +901-99.7 +g01-95.3 +901-92.1 +901-90.5 +1.90 +/-89.6 SHORT W 7aa4S 38 +901-716 *90'-1098 +901-104.8 +9W-100.5 a9pl-96,6 +901-93.3 +/-90 +1-87.3 +194.9 +.82.3 +1.8_2 3116'ANNEALED GLASS -1 SDE ® m Z 7 W 3/16"TEMPERED GLASS a of 38 +901-111.2 +90'-104.2 +90;-97.9 +90/-94 +901.91.1 +198.2 +1-84.9 +1-81.9 +1-79.4 +1-76.4 +I-74.3 3116'ANNEALED GLASS # F 40 +901.106.9 +90/-99.6 +901934 +901.90.1 +1-87:2 +/-84 +I-80.5 +/_76.7 +173.5 +1-70,9 +/-69 7116"AIRSPACE rs- O W Z .090'SG INTERLAYER 42 +901-103.2 +9d-95.7 +901-91.2 +1-87.4 +194 +1.808 +1.7 +1.731 +159.6 +I-66.9 +1-65.2 G D LU aloa5 44 +901-99.7 +90'93.1 +/.89.1 +l-85.2 +1.81.4 +1.77.8 +I-74.1 +1-70.3 +197.5 +/•83.9 11 p Z d 00 --�- 48 +90!•96.5 +90'-91.3 +1.87.2 +1.83.2 +1.79.2 +1-7&4 +1-71.7 +/-68.1 +1-65.1 5 - 01 48 +901-93.5 +199.6 +/•85.4 +/-81.2 +1-77.2 +-73.3 +1-89,5 +1-658 LONG Ir o N� N 50 +901.91.4 +1-87.6 +.83.7 *I-79.4 +1-75.3 +l-71.3 +/-87.5 USED AT CURVED SIDE w e FRAME MEMBERS ONLY 29 518' O X u Q 52 +1$94 +195.5 +/-81.8 +1-T7.7 +1-73.5 +1-69.5 GLASS BITE rn 54 +-87.5 +193.4 +1-79.6 +1-76 +1-71.8 @ 11-718'O.C.MAX. li G 56 +1-8&6 +1-81.4 +1-77.5 +1.73.8 13 a/!1 '�sa0 saua5 58 +1.83.8 +1-79.4 +1-75.4 60 +1-821 +1-77.6 +I-73.5 EXTERIOR . 62 +.80.4 +1-75.B 75.7a 21 13 -I SHORT 64 +-788 +•74 --I SIDE .. 66 1 •1.7.2 1 1 GLASS TYPE 7 67.718 1 +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. 1�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 8 Long Side(in) 67.718 1 72R76 80 84 88 92 96 100 104 109-112 112 116 120 124 128 132 136 140 144 30 +901-130 +901-1300 +901-13D +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901.130 +90.1-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 32 +901.130 +901-1300 +901-130 +901-130 +901-131) +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 34 +901-130 +901-1300 +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 PRODUCT REVISED 36 +901-130 +901-1300 +901-13D +901-130 +901-130 +901.130 +901-130 +901.13D +901-130 +901-130 +9D1-130 +901-130 +901.130 +901-130 +901-130 :r complyin8 with tha Flida38 +9D/-130 +901-1300 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-129.2 +901-127.3 Baildin8 Code40 +901.130 +90!-13030 +9D7-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90'-126.8 +901-123.2 +901.122 ttPk.42 +901-130 +901-13030 +901-130 +901-130 +901-130 +901-130 +90'-129.3 +90-123.2 +9m-119.7 +90/-116.4txm Date44 +901.130 +90!43030 +901-130 +90/-130 +901-130 +901-130 +90'-124.5 +90'-119.4 +901-115 By 48 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +9'-126.9 +90'-120.5 1+901-115.3 1 1 Da&Product Co. 48 +901-130 1 +901-130 +901-130 1 +901-130 +901-130 +90-129.7 +901-123 +90'-116.5 m 50 +90/-130 +901.130 +901.130 +901-130 +901-130 +90'-126.2+89.41-119. r ,Q 52 +901-130 +901-130 +901-130 +901-130 +901-130 +88.81-123 a1 54 +901-130 +901-130 +901-130 +901-130 +88.81-127.1 ¢ 56 +901.130 +901.130 +901430 +89.41-129 m i 58 +901-130 +901-130 +901-130 _ z 60 +901-130 +901-130 +89.6/-129. v 62 +901-130 +901.130 ' r 64 +9p1-130 +901-130 66 +90/-130 ' 67-7/8 +901-130 m y m NOTES: > a nay 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINETHE BUCKDIMENSION. Q 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. (D o 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. C-4 a;o0 O 04 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. 0 M .yj W K N O J N J pO Z Ag Z LL to LL m W UV XN o W z O� GO 7 'aN TABLE DIMENSIONS MAYBE o W m Y 1 Z WIG ORIENTED VERTICALLY OR p .O O a' 1-1116°NOM. HORIZONTALLY AS SHOWN. Z a Z �. H W LL GLASS STACK 7/16"LAMINATED LONG g J O 7/16*LAMINATED I �J m GLASS STACK I _ GLASS STACK SIDE Q Q U) 3/16'HEAT STRENGTHENED GLASS �- LONG SIDE .090"SG INTERLAYER 3/16°TEMPERED GLASS r H N W ;—is 3116'HEAT 3/16'HEAT STRENGTHENED GLASS ® m Z d' 3116'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116°AIR SPACE .090°SG INTERLAYER SHORT �0 H O U Z 4 11 11 SIDE SHORT I-- ¢ Z 5 4 _^" SIDE I— alos USED AT CURVED J— O z O o FRAME MEMBERS ONLY 29 5/8• USED AT CURVED 518" �_, ,� FRAME MEMBERS ONLY 29 11-718'O.C.MAX. m W U Cal GLASS BITE GLASS SITE v Q 11-7/8'O.C.MAX. X C 1-3 1-3 �- LONG SIDE �-� I LL d T attl asa0 sauag EXTERIOR EXTERIOR + a 20 13 a s78 21 13 SHORT // LONG SIDE f SIDE GLASS TYPE 6 GLASS TYPE B L SHORTSIDE A.LYNN MILLER,P.E. P.E.058705 r 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION INSTALLATION 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 SHIM . « TYP.DGEDIANCHOR STANCE, RSUBSRATE.MBEDMENT EDGE PRODUCT REVISED EDGE DISTANCE PER SUBSTRATE. / DISTANCE as Co.r4yiogwith Brc Florida DISTANCE 6 SEE TABLE 8,THIS SHEET Buil Png Code W",o(v4M.(Q-- Aces mace No �114'MAX 'mt m Date 1 SHIM I-` ° 1 (^ By M(an Dade Prodtr2 Co 4. TYP.ANCHOR TYPE, EMBEDMENT AND EDGE a DISTANCE PER SUBSTRATE, 7 11 SEE TABLE B.THIS SHEET USED AT CURVED •• 11 m } 29 FRAME MEMBERS ONLY EXTERIOR i, 1 @ 11-718'O.C.MAX. CONCRETE/CMU 4 6- ° �' -- PERANCHOR VISIBLE LIGHT WIDTH= O a REQUIREMENT WINDOW BUCK WIDTH-2-3/4" WINDOW BUCK WIDTH CONCRETE/CMU llJ c+) Y m WINDOW TIP-TO-TIP WINDOW WIDTH PER ANCHOR to 7F, BUCK EXTERIOR REQUIREMENT HEIGHT !VD 114'MAX.SHIM HORIZONTAL SECTION A-A } a e Oo o N TIP-TO-TIP O t.�j U - N WINDOW -1#12 STEEL J Z x8Ir HEIGHT VISIBLE SELF-DRILLING SMS Z U.. uW7 UJ.. C J -x a Cl LIGHT (GS),SEE TABLE B. TABLES: =LLl r W HEIGHT= THIS SHEET Min.Edge Max O.0U U X o O WINDOW ` Anchor Substrate Distance Min.Embedment Spacing' WZ O M 00 'ON BUCK P.T.Southern Pine(SG=0.55) 9!16" 1-318- 12" ~O W Co 0 U 9A10 HEIGHT- Aluminum,6063-T5 min. 3/8' 0.063 • 12° t`> O U Z 2-3/4^ INSTALLATION #lzor#taalDssserew A36Steel 318• 0.063' 12• z a Z °' o METHOD D Steel Stud,Gr,33 min. 318• 0.045 18 Ga ° 12' v H 3 0 INSTALLATION ANCHOR P.T.Southam Pine(SG=0.55)-"-9116' 11-3!8' U Z UNDERNEATH THE —Aluminum,6083-75 min. 3/8" 0.063'• 12' BEADING j #12 or#14 Steel Screw(G5) - -A36Steel� -_—'—'318 0.063"' 12• m O EXTERIOR Pays �_��"— —Steel Stud,Gr.33 mia 318" 0.045(18 Ga)• 1Z' ® Z C�(J Un9routed CMU,(ASTM C-90) 2-1/7 1-1/4' 12' J In MIAMI-DADE APPROVED MULLION 1/4'410 SS CreleFlex O 1- 21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 kai) 1° 13/4° 12' Z 6 STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 ket) 1' 13/4' 12° O (D -s.s 1f4°Steei Ullrecon Concrete(min.2.85 ksl) 2-112 13/8° 12° < Z Z SEE SUBSTRATE PROPERTIES, Un9routed CMU,(ASTM G90) 2-117 1-1/4' 12' TABLE 8,THIS SHEET W N 6 Grouted CMU,ASTM G90 2-117 1314' 12° �1/4'MAX SHIM Conerete(min.3.5 I(Sl) 1-114' 11314• 12' w W 2 5116'Steel Ultracon X Grouted CMU ASTM G90 2-1I2 1314' 112' MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL LL 1X WOOD BUCKSTRIP, alts ° g..aua5 SEE NOTE 2,THIS SHEET T CONCRETE PER ,• - EMBEDMENT ,° ANCHOR INSTALLATION NOTES: ' • REQUIREMENT ' •a - 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 1-112'.1X WOOD BUCKS ARE INSTALLATION F EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X'ARE 1-112"THICK OR GREATER. 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 r 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE TYPE G TYPE F DISTANCE NOTE 2,THIS SHEET EMBEDMENT 1X TE 2,THIS S SHERIP,ET < EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATION IW MAX TYP.ANCHOR TYPE,EMBEDMENT AND TYPE E L--7 EMBEDMENT SHIM EDGE • EDGE DISTANCE PER SUBSTRATE, M CQU1143d REVISED B SEE TABLE 9,THIS SHEET DISTANCE as ccurplyia8 with the Florida Bw1EDGE —� Acceptrg N dc DISTANCE Accepts,t %�p-0(p i4„ 1/4'MAX 2 _ Exglmtiier Date 'GV 19 2 SHIM By 4 a Mi Do&P-oducr r.'of TYP.ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 11 SEE TABLE 9,THIS SHEET 11 EXTERIOR m � EXTERIOR USED AT CURVED a• q J-L 11 29 FRAME MEMBERS ONLY v/ 11-718'O.C.MAX. CONCRETEICMU I I► VISIBLE LIGHT WIDTH- `I 5 •e u Y" PER ANCHOR WINDOW BUCK WIDTH-2314" ' REQUIREMENT t - WINDOW BUCK WIDTH �'. ' � CQ 32 WOPER ANE HORU j c� co WINDOW BUCK HORIZONTAL SECTION C-C REQUIREMENT 6! HEIGHT 1/4'MAX.SHIM -+{ ❑ C) } n a o0 O Of m #12 STEEL 00 eN�y} !n N SELF-DRILLING SMS L 0.1 LL VISIBLE (GS),SEE TABLE 9, Z LLL to LL � J LIGHT THIS SHEET TABLE 9: M 0 ❑ HEIGHT= Min.Edge Max O.C. U L) to o ❑ WINDOW Anchor Substrate Min.Embedment U X- Distance Spacing W Z O 0 7 M BUCK P.T.Southern Pine(SG=0.55) 9116" 1-318" 12" l'—UJ m O ,!., C7 OMD HEIGHT- #12 or#14 410 SS Screw Aluminum 6063-T5 min. 3/8' 0.063"` 12° O Z Q-Z O z 2-314' INSTALLATION A36Steel 3/6' 0.063" 12' TYPE H Steel Stud,Gr.33 min. 318' 0.045"(18 Ga)" 12, v F- Z LL O P.T.Southern Pine(SG=0.55) 9116' 1318' 12' g O n EXTERIOR 012 or#14 Steel Screw(G5) Aluminum,6083-T5 min. 318' 0,063"• tY Q Q A36 Steel 318' 0.083'• 12' m 1,- -1 15 Steel Stud,Gr.33 min. 3/8" 0.045'(18 Ga)' 12' 7aay5 Ungrouted CMU,(ASTM C-90) 2-112* 1-114' 12' © Z F¢- MIAMI-DADE APPROVED MULLION 114"410,SS CreteFlex N F 21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 ksl) 1' 1-314' 12° F O Z Z STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 ksl) 1" 13/4' 12' G ❑ (D atcug B Concrete(min.2.05 kep 2-1IY 1318' 12" LL Z W SEE SUBSTRATE PROPERTIES, 174'Steel Ultmcon Ungmutod CMU,(ASTM C-90) 2.112* 1-114" 12* O L O o TABLE 9,THI5 SHEET 5 Grouted CMU, ASTM C-90 2-11Y 1314' 12' ti �1I4"MAX SHIM Concrete(min.3.5 kst) 1-114' 1-314' 12' w W C� 5116°Steel Ultracon U Grouted CMU, ASTM CSD 2-112* 13/4' 12' X �j. MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. IL / W 1X�WOOD BUCKSTRIP, ql rosa0 saua5 SEE NOTE 2,THIS SHEET 7DISTANCE CONCRETE PER EMBEDMENT ANCHOR INSTALLATION NOTES:REQUIREMENT 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 1-12'.1X WOOD BUCKS ARETYPE F — TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"DL"ARE 1-12"THICK OR GREATER- AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING �- s 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. P.E.#58705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT ORFRAMING'SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, I NOTE 2.THIS SHEET SEE TABLE 10,THIS SHEET- TYPE J TYPE K EDGE EDGE DISTANCE 1/4'MAX EDGE DISTANCE INSTALLATION DISTANCE SHIM �i PRODUCT REVISED TYPE I O 2X WOOD BUCKSTRIP EE �I as ildiag . with to Fttrida 2X WOOD BUCKSTRIP OR FRAMING,SEE--\ 6uildiag Cnde A 1 OR FRAMING,SEE NOTE 2,THIS SHEET Aceeplenm No WO-01220IN�-h1-Q,- V NOTE 2,THIS SHEET pimrio�o Dare -[L 19 1/4"MAX TYP,ANCHOR TYPE,EMBEDMENT AND 1 By 3 SHIM EDGE DISTANCE PER SUBSTRATE, Mimi We p+�t O \ 6 SEE TABLE 10,THIS SHEET ef EMBEDMENT 11 3 EMBEDMENT USED AT CURVED I � � � EXTERIOR 29 FRAME MEMBERS ONLY �L � - @ 11-718"O.C.MAX. a a 11 EXTERIOR (� cn Y m WINDOW 4 11 I 5 w a CO xay BUCK VISIBLE LIGHT WIDTH= I HEIGHT III" WINDOW BUCK WIDTH-2-314" t] 11 17 to C3 t!4"MAX.SHIM —+{ in !r WINDOW BUCK WIDTH to n 174� O � to , N VISIBLE INSTALLATION HORIZONTAL SECTION E-E z U- ,N�-co � � d o HEIGHT= TYPE L U U X D W WINDOW F Z m 0 `1' oma BUCK 910 STEEL o� Y HEIGHT- SELF-DRILLING SMS t-- O 0 m O 2-3/4' (G5),SEE TABLE 10, F Z Od Z �. 0 THIS SHEET I TABLE 10: g O MIm Edge Max.O.C. —t cO l Anchor Substmte m FQ- Distence S cl taays 2-112"x.113"Box Nail P.T.Southern Pine(SG=0.55 5/18" 5' ® Z Z 2-112"x.131"Common Nail P.T.Southern Pine SG=0.55 318" S ' O FU- 21 2-112"x.145'Roofing Nall P.T.Southern Pine SG=0.55 3/8" S 0 Q Z g 2X WOOD BUCKSTRIP EXTERIOR P.T.Southern Pine SG=0.55 112" 5" < J jJEDGE R FRAMING,SEE #10 x 1"Steel Straus 0.093"Aluminum,8063-T5 min. 5/16' 5' u. Z Q atoag OTE 2,THIS SHEET 1116"A36 Steel 5/16' S O 5 114'MAX SHIM 0.045" 18 Ga Steel Stud tar.33 5116' S w W � MIAMI.DADE APPROVED MULLION •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O X Z } (SEE SEPERATE NOA),ALUMINUM, STEEL FRAMING OR STEEL STUD. LL LL SEE SUBSTRATE PROPERTIES, alt_1 •asap sauas INSTALLATION TABLE 10,7HIS SHEET TYPE J DISTANCE INSTALLATION NOTES: TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. �— EMBEDMENT AND EDGE DISTANCE PER 1' SUBSTRATE,SEE TABLE 10,THIS SHEEP2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1l2".1X WOOD BUCKS ARE �• 1 l OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X'ARE 1-112"THICK OR GREATER. V-'rp k VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 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#597t), 2X WOOD BUCKSTRIP ~, DISEDGE — TANCE OR FRAMING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT NOTE 2,THIS SHEET �� INSTALLATION TYPE M FOR THIS INSTALLATION N TYPE EMBEDMENT METHOD ONLY, I 1 FOR THIS INSTALLATION ANCHORS MAY BE NO METHOD ONLY, _ 114"MAX MORE THAN 6"O.C. ANCHORS MAY BE NO EMBEDMENT SHIM MORE THAN 6'O.C. I� 1X WOOD BUCKSTRIP,SEE ?RODUCT FEVISED U 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET ss complying widr the Floaida OR FRAMING,SEE ' 30im:s C`>c'c AVN ��9 NOTE 2,THIS SHEET Aua:p:ertw tdo __L/4"MAX I Fpiratsm Date TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, BY SEE TABLE 11,THIS SHEEP Mian' cele ProducK Con 4 TYP.ANCHOR TYPE, 6 EMBEDMENTAND EDGE I ¢ DISTANCE PER SUBSTRATE, 11 SEE TABLE 11,THIS SHEET 3 USED AT CURVED EDGE m 2� l EXTERIOR FRAME MEMBERS ONLY DISTANCE O EDGE @ 11-7l8'O.C.MAX, DISTANCE CONCRETE/CMU 11 re PERANCHOR REQUIREMENT I q CONCRETE/CMU 11J � YWINDOm BUCK I VISIBLE LIGHT WIDTH= 11 PER ANCHOR ] ❑ '^aa HEIGHT 114"MAX.SHIM III��� 5 REQUIREMENT 0 o WINDOW BUCK WIDTH-2-3/4" ❑ WINDOW BUCK WIDTH EXTERIOR }^ r e1e0 O cl?q O Ir N LIj VISIBLE HORIZONTAL SECTION G-G u N o z e aD o LIGHT INSTALLATION TYPE O z iB u- cO w HEIGHT= FOR THIS INSTALLATION U(wj X N ❑ WINDOW METHOD ONLY, TABLE 11: F Z m O L9 wno BUCK ANCHORS MAY BE NO Min.Edge Max.O.C. o W Y HEIGHT- • MORE THAN 6"O.C. Anchor Substrate in.DisEde Min.Embedment S ei p> O O 2-3/,4' P.T.Southern Pine SG=0.55 9116- 1-3/8' 6- Z d Z .� F tl #12 STEEL 912 or#14 410 SS Screw Alundnum.6063-T5 min. 3/8' 0.063".• 6" g O A36 Steel 31W 0.063'• 6" SELF-DRILLING SMS Steel Stud,Gr.33 min. 3/8' 0.045' to Ga • 6' Q (GS),SEE TABLE 10, P.T.Southern Pine SG=0.55 9116' "1W 6' a U) IaevS THIS SHEET I Aluminum,6963-TS min. 318' 0.063"• 8' ® �rn Z ZO #12 or#14 Steel Screw(G5) A36 Steel 318" 0.063 6" 21 TYP,ANCHORTYPE, EXTERIOR Steel Stud,Gr.33 min. 318" D.D45" 18 Ga 8' s O a Z EMBEDMENT AND EDGE Un routed CMU,(ASTM G90 2-117 1-1/4' 12' ❑ J oleos FRI8 DISTANCE PER SUBSTRATE, 114"410 SS CmteFlex Concrete(min.3.35 ksi) 1' 1-314' 12, a Z Q SEE TABLE 11,THIS SHEET Concrete min.2.85 Rai 1' O 1-3/4' 17 ,0 0 S 114'MAX SHIM MIAMI-DADE APPROVED MULLION Concrete min.2.85 ksi 2-117 1-3/8" 1Y w ❑ Z ` (SEE SEPERATE NOA),ALUMINUM, 114"Steel Ultracon U routed CMU,ASTM C-9D 2-1/2" 14/4' 12' U X STEEL FRAMING OR STEEL STUD. Grouted CMU ASTM C-90 2-1/2' 1-3/4" tY IL LL SEE SUBSTRATE PROPERTIES, INSTALLATION TABLE 11,THIS SHEET 5116'Steel Ullracon Concrete min.3.5 ksi 1-1/4' 1-3l4` tY afll nsn0 sei aS Grouted CMU ASTM 090 2-1/7 1.314' 17 �TYPE N 1X WOOD BUCKSTRIP, MIN,OF 3 THREADS BEYOND THE METAL SUBSTRATE.� SEE NOTE 2,THIS SHEET • INSTALLATION NOTES: EMBEDMENT ° - °' c, 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ` 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112".1X WOOD BUCKS ARE •• 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 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,P.E. P.E.#58705 PRODUCT RLVISED a., with die Florida B..Id'oeg Code -0 Acceptaaca Na Ezpiratiam Dote tvtik Aroduci' C 0 ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES v w m Y m > I I ANGLEDICURVED I ANGLED/CURVED O FRAME ASSEMBLY f FRAME ASSEMBLY N r -i-l— 90"CORNER 90°CORNERI ' O U) cpv FRAME ASSEMBLY f� I I FRAME ASSEMBLY tj III I q o -a OJ NJ Z h0 I; =LL LL p W uMO�O I lb 10 I I ( FZ 02 v 10 o I I I O w m O CD w �hf0 ALL CORNERS TO I ALL CORNERS GASKET O I p O O m ZO Z USE GASKET / LL ANDIOR SEALANT I I // AND/OR SEALANT Z D_Z v F- O O Zp EQUAL-LEG FRAME I FQ y , FLANGE FRAME ® N IaaY$ Z O H Il EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR I MITERED FRAME WITH INTERIOR 0 � Z 1Ml AND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS Z FLANGE FRAME (SHOWN)OR CORNER KEYS AT d (SHOWN)OR CORNER KEYS AT LL al�'S 30 SCREW BOSSES.SEALANT AT ALL CORNERS JI�I` SCREW BOSSES.SEALANT AT ALL CORNERS OXX CDCLL'. 30 w Lu O X Q w m apll •orad sauag A.LYNN MILLER,P.E P.E.#58705 >r 2.764" 2.784" 2.784' - TABLE 9: .094' �J lr� .094" ---4'+� .094' — 41-- item PGT Part# Description Material # .074" .062" .074" ,062' f .074" .062' 1 4253C Flanged Frame Alum.6063T 1.375" 1.375" 5 PRDDJCT REViSSD 1.675 2 4285 Equal-leg Frame Alum.6063TS " 00 438' 500 438' B r°19 Cob with 6w Florida 3 4256 Integral Alum.6063-T5 1.000" T 7 I BuiidogC-14 9 .500' 4 -+— .050,:a.aor f- .050"•o.roc• � ! �--+I�— .050"soave• h Ys�q�nc:IVo 1 MV 4 4255 7/16"Lam!.Glass Beading Alum.6063-TS 1,125• Iv'vm*mDale q 9 O FLANGE FRAME O EQUAL-LEG FRAME �— o7r 5 4254 I.G.Glass Beading AIum.6063 TS #p4253C,6063-T5 #4265,6063-T5 a;-•��r pro. 6a 4270 Installation Fastener Coker Alum.6063-T5 FIN FRAME 6b 4224 Installation Fastener Coder Rigid PVC 3 #4256,6063-T5 a 10 70589C Gasket(at 90'comer joints) Polyethylene z 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+!-1 1.206" — .346' m —�{ , JR-05/05/16-ADDED THh; 13 Dow 899,GE 7700 Silicone or Equiv. —►{ 1'037" Imo— WITH SPACERS&MOVED . 20 71652K Setting Block,Mono.3116'x 7/16"x 4" Neoprene,Duro.85+/-1 .875" .875' I I U 21 71704AK Setting Block,I.G.3/16"x 1-3/32"x 4' Neoprene,Duro.85+/-1 T a .050' } .050" 29 #6 x 1-114"FH SMS Stainless Steel I I •050" W ro CO ^m 3116"&114" I.G.GLASS INSTALLATION > c� 30 781PDX #8 x 1"Quad PH SMS Stainless Steel O GLASS BEADING O BEADING OFASTENER COVER p 4 #4258,6063-T5 5 #4254,6063-T5 68 #4270,6063-T5 }� v °I°0 Cf) N O r W N OJ Q)J C3 Z ,rg rr Z LL �LL CO J rn°�O ❑ _ W " UU X0 Co60 � ALUMINUM F Z m 2 Co 7 0 'ON SILICONE HOT-MELT BUM REINFORCEMENT POLYISO- DESICCANT FILL AREA CD j Y Z Z �ko STRUCTURAL BUTYLENE o 0 0 rn O O SILICONE SEAL 5116"NOM. .-Z 0.Z — W STRUCTURAL 3116'NOM. 5/16"NOM. U O 1/4"NOM. FOAM SILICONE SEAL POLYISOBUTYLEN WRH BUTYL ROLL-FORMED -) ❑ .�-• WITH DESICCANT DESICCANT DESICCANT STAINLESS STEEL ¢ z FOAM N r°eves EXT.GLASS EXT.GLASS EXT.GLASS ® m Z Z EXT.GLASS " F O rn Z ❑ � el°JS INT.GLASS INT.GLASS INT.GLASS INT.GLASSO X o 0 Fa ❑ LL 75 KODISPACE 7e SUPER 77 DURASEAL� 7e XL EDGErN X �. r' 4SG TPS SPACER®NXT- SPACER SPACER TABLE 10: , Part# Description Material 75 Kommeding 4SG TPS Spacer System `6 _ 76 Quanex Super Spacer nXT With Hot Melt Butyl See this Sheet for 77 Quanex Duraseal Spacer Materials 78 Cardinal X-Edge Spacer REFERENCE TEST REPORTS:FTL-8717,8968&8970 A LYNN MILLER,P.E. P.E.#56705