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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online I Page 1 of 4 RECEi`.'7D JAN 0 8 2016 0 U tHFLORIOX138PA"BUT OP Professional -p Florida Npartmentof BCIS Home i Log In i User Registration Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines (� Professi r�"dl �.. product Approval USER:Public User Regulation � � Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL243-1117 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative 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 Fixed Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqu3mwFvZ35VD3jztncI%2... 11/25/2015 Florida Building Code Online Page 2 of 4 Date Submitted 09/14/2015 Date Validated 10/05/2015 Date Pending FBC Approval Date Approved 10/09/2015 Summary of Products FL# Model,Number or Name Description 243.1 CA-640 Fixed(Non-Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0519.16 F.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 FL243 R17 II 15-0519.16 F.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.2 CA-740 Fixed(Large Missile Aluminum Fixed Window used with Casement/Awning Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0519.15.1)df 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 FL243 R17 II 15-0519.15.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.3 PW-220(Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0609.08.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/16/2016 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL243 R17 II 15-0609.08.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.4 PW-520(Large Missile Impact) WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 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 FL243 R17 II 15-0612.13.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.5 PW-620(Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0528.27.pdf 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 FL243 R17 II 15-0528.27.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.6 PW-720(Large Missile Impact) Aluminum Fixed Window https:Hfloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqu3mwFvZ35VD3jztncI%2... 11/25/2015 Florida Building Code Online Page 3 of 4 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0528.26.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 FL243 R17 II 15-0528.26.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.7 PW-820(Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0528.26.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 FL243 R17 II 15-0528.26.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.8 PW-2720(Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 13-1125.04.pdf 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 FL243 R17 II 13-1125.04.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.9 PW-3020(Large Missile Impact) Architectural Systems Aluminum Fixed Wiindow Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0609.06 LM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/16/2017 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL243 R17 II 15-0609.06 LM.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 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 R17 C CAC 15-0609.07 SM.pdf 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 FL243 R17 II 15-0609.07 SM.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.11 PW-5420(Non-Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 14-0930.24.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL243 R17 II 14-0930.24.0 Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.12 PW-5440(Non-Impact) Vinyl Fixed Window used with Casement/Awning https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDqu3mwFvZ3 5 V D3 j ztncI%2... 11/25/2015 Florida Building Code Online Page 4 of 4 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0415.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/24/2020 Design Pressure:N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL243 R17 II 15-0415.02.Ddf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Parry: information. 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 R17 C CAC 14-0930.25.1)df 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 FL243 R17 II 14-0930.25.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 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 R17 C CAC 15-0415.01.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL243 R17 II 15-0415.01.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: Back Next Contact Us::1940 North Monroe Street,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 mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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: M Er. 12 sccurihvx>:.ru i cs https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3 mwFvZ3 5 VD3 j ztncI%2... 11/25/2015 MIAM1•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)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidR4tgov/economy. PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for duality 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"PW-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 10 of 10,dated 04/12/13,with revision A dated 07/02/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA##13-0502.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. % NOA No.15-0528.26 MIAMWADE COUNTY Expiration Date: February 19,2019 Approval Date: July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201--94 5) Cyclic Wind Pressure Loading per FBC;TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 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 uuderprevious NOA No. -13-0502.03) 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 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. 031105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014),dated 05/20/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. - 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). I Manue Perez Z-11 Product Control Exa '.er NOA No. 15-0528.26 Expiration Date: February 19,2019 Approval Date: July 09 2015 E-1 - PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 SentryGlasO(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 Il 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. 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. 2. Statement letter of no financial interest, dated May 20, 2015, issued,by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 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) G. OTHERS 1. Notice of Acceptance No. 13-0502.03,issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed Window–L.M.I."approved on 07/18/13 and expiring on 02/19/19. Manuel Per Product Controlami er NOA No. 15- .26 Expiration Date: February 19,2019 Approval Date: July 09 2015 E-2 GENERAL NOTES:SERIES 720/820 IMPACT-RESISTANT FIXED WINDOW [DESIGN PRESSURE RATING] IMPACT RATING VARIES, RATED FOR LARGE&SMALL 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO SEE SHEETS 2.5 MISSILE IMPACT RESISTANCE COMPLY WITH THE REQUIREMENTS 11THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY 46-TIP-TO-TIP WIDTH HURRICANE ZONE(HVHZ). 47'BUCK NOTH 4rBUCK WIDTH 48-SUCK WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44-1l4'VISIBLE 45-1/4'VMBLI 45-1W VISIBLE WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHTWIDTH LIGHT WIDTH PRODUCTR13VISED INSTALLATIONS ABOVE 3V IN THE HVHZ,THE OUTBOARD ir MAX, w MAX 21 MAX. as complyt"s wm dm Florida F,SHEET 8 Building Code LITE(CAP)MUST TEMPERED. I f—P.SHEET6 F�,D,SHEET 7 Acce to -.r--H.SHEET 9 N6 p cc 3)FOR MASONRY APPLICATIONS IN MIAMI-DAUE COUNTY, on Date tCJi USE ONLY MIAMI-DADE COUNTYAPPROVED MASONRY BY 4, y ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS ml a Product WERE SOUTHERN PINE,ASTM 090 CONCRETE MASONRY A A C li UNITS AND CONCRETE WITH MIN.I(St PER ANCHOR TYPE. SHEETS SHEETS �l E,SHEET 8 1,SHEET 8 BUCK SHIEET7 J�SHEET 7 0 SHEETS EETS t,,� TH EDITION FBUUP E 4)ALL WOOD SUCKS LESS THAN I-ljr THICK ARE TO BE HEIGHT L DATE:07/02115 — ------- — ------- CONSIDERED`IX INSTALLATIONS.IX WOOD BUCKS ARE U OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 92-1m* HEIGHT L -—-—-—- 93-1/4' WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR 12'MAX. T VISIBLE 12"MAX. VISIBLE 93-1/4' GREATER IX AND 2X BUCKS(WHEN USED)SHALL BE LIGHT O.C. VISIBLE 6"MAX LIGHT DESIGNED TO PROPERLY TRANSFER LOADS TOTHE HEIGHT THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR HEIGHT ow E HEIGHT LIGHT O.C. STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION is or T SUCK co < ARCHITECT OF RECORD,(AOR). nP.To TIP it 1 HEIGHT 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE i HEIGHT BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF S, SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED -i IIL 64 C14 -INSTALLATION ON ALL FOUR CORNERS OF THE FRAME 939 a Iwo ANCHORS SHOULD HE SEALED.OVERALL 0 z SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 0 4D - F,SHEET s Z6 0 0 - Ld INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND SHEET S" -mcuo 0 THE SCOPE OF THESE INSTRUCTIONS. MAX. 12-MAX.0 SHEET 7 1?MAX.O.C.2-MAX. H,SHEET 01 5 -,6 — x— 1 Q 5"MAX.O.C. 22 m eN 6)MAX.114-SHIMS ME REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION > 0 �e - 0 z 0 Z 0 LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) 0 SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING a:z APPLIED LOADS.WOOD SUCKS,BY OTHERS,MUST BE P LL SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: W0 THEM BY THE WINDOW. Ed GUIDE TO SHEETS: 12"O.C. SHAPE$AS SHOWN BELOW OR SIMILAR.MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK 7)DESIGN PRESSURES- GENERAL NOTES.............-_I- MAX, AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.5. -a 7 43 ANCHOR SPACING TO BE W MAX,FROM CORNERS AND Ir D.C.MAX FOR ALL CURVED FRAME G z A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE ELEVATIONS................................I MEMBERS,SEE FIGURE 1,THIS SHEET. TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.............„„......2.5 3: DESIGN PRESSURES..................2.6 Ir O.C. z D.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............0 MAX. WIDTH WIDTH--I F--WIDTH WIDTH-H ..Er% PRESSURE.STRUCTURALICYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG. Tr- T T jr -1 Of ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INT.FIN A...........6 !�ml INSTALLATION.INT.FIN B.»........0 z 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 1 DESIGNED TO RESIST THE WINDLOADS CORRESPONDING FiLES.--_10 X 0 TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS N!! MAX L J I =SLII.ST 10 INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.0 LOAD DURATION FACTOR WAS USED FOR �--WIDTH WIDTH--H WIDTH WIDTH-H It I I I I I�F THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT TABLE 1: r -I r LYNN COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS lvPe Sheat SHALL MEET THE REQUIREMENTS OF THE FLORIDA 0 Depolptlon .. .... 'Ile # vic BUILDING CODE FOR CORROSION RESISTANCE. 1 7116'Laml(3111ir An-.QW pvo-311ir HS) 2 2 0)REFERENCES*TEST REPORTS FTL-3835,3850&7212; 2 7116'Laml 18'HS- I. Z, NO-58705 3 11-11fir Le"u.10(wits-T-711W Air-3718'An-.ogv PVB-31 3 311(r HS-.QW PVB-31161wa 1 ELCO ULTRACON NDA;ELCO CRE7EFLEX NDA;ANSIlAF&PA 4 1.1110'Lem!.IG(3116'T-7116”Air- 3 L -i Lo, NOS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN & (31lr An-02(1,SG�wi WIDTH MANUAL. 6 711fr LOW frAn) 4 WIDTH-------i WIDTH WIDTH--( 9 IN115"LemUM145--DOW 80.3/18'HS) 7Wq:.j . TC OF fir Lsml.10 00- - OR 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 0 SERIES USES AN SG;INTERLAYER.THE 720 AND 820 SERIES 6 11-1/tV LOMI.10(311VT-7flW Air-NIS”HS-.090"30.3118' '!�61VA x MAY ALSO BE REFERRED AS THE Tol SERIES, '$G'-'KURARAY SENTRYOL INTERLAYER"BY KURARAY AMERICAX,INC. ru PVB INTERLAYER'BY KURARAY AMERICA,INC. MILLER PIE. P.E168"S, TABLE 2: Window Design Pressure(+!•,pat)for Glass Type 1 9 Siddevn 7/18'LAMINATED 67-7/8 72 76 80 B4 88 92 95 100 104 109.112 GLASS STACK 30 +1.80 +1.80 +1.80 +1.80 +1.80 +1.80 +1.80 +1-80 +l$0 +1.80 +140 32 +1-80 71.80 740 +IAO +110 +).80 +1.80 +/-80 0. +1.80 H$0 .OBO'PVB INTERLAYER 34 +1.80 +IAD +1$0 +IAD +40 +1.80 +1.80 +1430 HAD +1-79.8 71.79.4 3/16"HEAT STRENGTHENED GLASS 36 +IAO +IAO +1.80 +1.80 +140 +IAD +1-79.7 +1.77.2 +1.75.1 +/-73.4 +1.72.2 3/16'ANNEALEOGLASS Pscompt RBV[SED 38 +1.80 +IAO +1.80 +1.80 +1430 +1.78.1 t/•75.2 +/-725 +/•70.3 +1$8.5 +/-86.3 escomplyingwilhOrePlorid� 40 +1-80 +IAD 71.80 +1.79.8 +1.77.2 +I-74.3 +1.71.3 71$7.9 + 5.1 +l-63.4 +1-M 0 4 Building Code 4 +IAO +1.80 +/.80 +1.77.4 +/-74.3 +1.71.3 +/$8. +1.64.7 +1-61.8 +/b9.8 +1.58.2 11 Accep�oncallo)5-O +/- USED AT CURVED ImBon Dole 44 +l-BD 71-00 +1.78.9 +I-75.4 +/•72.1 H$a9 +1.85.8 +1-022 +Ib9.7 67.b 8 46 +/•80 +1430 +!•77.2 +/•73.8 +1.70.1 +f-68.8 +1$3.5 H$03 +157.7 FRAME MEMBERS ONLY 2g 518' �- LONG SIDE BY S1 48 +1.80 +1.79.3 71.75.8 +1.71.9 +/$B.3 +1.6 9 (�11-7/8'O.C.MAX. GLASS BITE Mi I edoProduM Ire !n 50 +1.80 +1• .5 +1.74.1 +/-70.3 +1•68.7 +1$3.1 r1-59.7 1 z 52 r1-79.1 +1.75.6 +l-724 +108.8 +1$5.1 +101.5 SHORT < NO CHANGE THIS SHEET 64 +1.77.4 of-73.8 +1-70.5 +1-07.3 +1-03.5 EXTERIOR Be +1-75.8 +1-72 +1$8.8 +1.85.3 SIDE z DATE:070 1b 58 +1.14.2 +1.70.3 +1-68.8 20 13 � m BO +!•727 +1$8.7 +/•55 e2 +171.2 r/A7.t GLASS TYPE 1 & +1$97 t!•56.5 �- LONG SIDE -►{ 60 +/-803 87.7/8 +IA7 X Q NOTES: SHORT �/ a 0 •Aay 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE �/ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. + p O `- 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. L N n poo O O N N to d TABLE DIMENSIONS MAY BE n W ORIENTED VERTICALLY OR Z li N m J d HORIZONTALLY AS SHOWN. LLI W to ❑ I-Z 9104 C9 sma TABLE 3: Window Design Pressure(41--,paQfor Glass Type 3 Ar a. 0 0 P� �Z D z F W LL ong 1n 1-1/16"NOM. O 67.718 72 76 80 84 Be 92 96 100 104 109.112 GLASS STACK 7116"(AMINATED N 30 +1•80 7140 .+140 +140 +/430 N-BO +/AD +140 +I-BD +1430 +1430 GLASS STACK F 32 +1.00 +140 +1-80 - +!•BO 7/$0 +f•60 H-80 +140 +1•BO +1.80 +1-80 3/18"HEAT _I SHORT y W la°ys 34 +1.80 +/$0 H40 71-00 *!40 +140 +/-80 H•BO +140 +140 rl-80 STRENGTHENED GLASS -"'1 SIDE ® ? 38 +140 7/$0 +I-B0 +1430 7 4M 7/•80 +1.80 71.80' +1 +/•BO 7140 3118'TEMPERED GLASS 38 rf.80 +1430 0-00 +IAO +1$0 +1.60 +1.60 +IAO +1-79.4 +148.4 +1.74.3 3/18'ANNEALED GLASS O 40 +1.80 71.81) +I-BO +140 +140 +IAO +!•80 +1.707 +/-73.5 r/-70.9 +1 9 7/18'AIR SPACE •080"PVg 42 +/AO 7/.80 +140 71.80 +140 HAO 71.77 +/.73.1 H$9. H-88.9 +145.2 INTERLAYER ¢ ❑ e1u�g 11 Z p 44 +1.8 +140 +1.80 +1.00 +l$O +1.77.8 +1-74.1 +1-70.3 +/-67.6 +!•83.9 z �/V 48 +/430 7!-BD +140 +1.60 71.79.2 x/•754 +1.71.7 71$8.1 a1A5.1 5 " LODE t9 oQ 40 +140 +l-80 71-00 +IAO +1-77.2 +/-733 tf 9.6 +1• B USED AT CURVED Ole, �/ SIDE O G 50 +IAO +1.80 +IAO +1-79.4 +1.75.3 +I-71.3 +1-67.5 FRAME MEMBERS ONLY 29 GLASS BITE W da 52 +143 +1430 +1.60 +1.77.7 +1.73,5 +1-096 @ 11.718"O.C.MAX. W ❑ 54 +IAO +140 +1-7 9.6 +1.78 0.71.8 1-3 sIID, •�se0 eeyos 68 +1$0 +1.80 +1.17.b +1.73.8 ERIOR 111 1///7 EXT 68 +1.80 +/-79.4 +1.75.4 -- �\� y LYNN 8Q +1.80 +/.77,8 +1.73,5 a 22 21 13 SHORT \��,��,ON,.•••••. ��(e� 52 +160 +1.76.8 SIDE �ICENS�c•'•.•� 54 +/•76.8 +1.74 GLASS TYPE 3 66 r/-772 of' No.50705 ' 67.719 +/•74.9 -_ NOTES: J 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. �i6�5 :•w 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ST 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ��UT 1;1111110, A.LYNN MILLER P.E. P.E.i<88705 TABLE 4: Window Design Pmeeum(+h,p9f)for Class lypee 2&4 Side 0) 87.718 72 78 1 80 84 1 88 92 98 100 1 104 109412 112 11e 120 124 12B 132F- 138 140 144 3p 0.60 1 +180 +1.80 +1.80 +1-80 4J.80 +1.84 +180 +1.80 t/-80 +180 71.80 +1480 +1.80 +1.80 :J-80 t/-80 7!•80 +7.80 +/-80 2 41.80 1 +l-so 080 +1.80 +1.80 +0.80 +180 +1.80 +/ 0.80 +180 +180 +180 +7.80 41.80 +/00 +1.80 +1.80 +1.80 34 +1.801 1 +I80 +1.80 +1.89 +t +1.80 +/•80 41.80 +1.80 +180 +/•80 tt-SO +t•0D --+110- +!• +1•8g +1.80 PRODUCTRBVISBD 38 0.80 +!'BO +/-BO +/80 +/80 -718-0 +l•BD +/-BO woo +1.80 +1.80 +1.80 +180 wso +1.00 180 as cauplyfng with 8W FbttdO 38 +180 +1.80 +180 +/-BO 7/.80 +780 +/to t/ +1.0 +t-0 0 +1. 080 +/80 Building Code 40 4/ 0 +1.80 080 +1.80 0.80 +180 +/.80 41.80 +180 4180 +1.80 +180 AcceptoucoNo IS-0.620. 42 0.80 +180 t-80 0.80 +1.80 +/-89 +1.80 +/-00 +1-80 +/•80 +1 plrot( t Data 44 4180 +180 +180 +1•80 +1.80 +780 080 +180 0.80 +1.80 Dy 46 +/.80 +1.80 +1.80 +1.80 080 +180 +! +J80 *f•80 MI "Dade m uct atro 48 +1-80 +180 4180 0.80 H•0 +1.80 +180 +1.80 50 +80 +1.80 +1.80 +.80 +/.gg +1-80 +180 52 +180 41-BD +180 0180 +180 +1.79.1 Q NO CHANGE THIS SHEET 64 +180 +180 ,r-eD +/.so 4/-78.8 DATE:07/0215 56 +180 +t•80 tt86 7/79.1 2i 58 +/.80 *180 4/.80 +180 +1.80 +.78.9 62 +/.so +1.80 94 +1.80 +180 z 88 -778-0 67118 080 r1 4 Q NOTES: 1)SUCK 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 moo cad C. 0 z kl z in[� LU uror CG17 y 1-1118'NOM. TABLE DIMENSIONS MAY BE Nd 7116•LAMINATED GLASS STACK 7116"LAMINATED ORIENTED VERTICALLY OR o Z d Z O N o GLASS STACK GLASS STACK HORIZONTALLY AS SHOWN. F LL O 3t18`HEAT STRENGTHENED GLASS SIDE .090"PVB INTERLAYER 3118'TEMPERED GLASS LONG M 3116•HEAT 3/18'HEAT STRENGTHENED GLASS 3116'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7118"AIR SPACE 090'PVB INTERLAYER �- LONG SIDE Y Z a 188�s q 11 I} 5 11 SHORT co 3��715 co V1 USED Al CURVED -�L ,_,� SIS y/ :�!' Orj) z FRAME MEMBERS ONLY USED AT GURVEO 5/8 + SHORT (J _ a a st 5 @11-718.O.C.MAX• GLA89 617E FRAME MEMBERS ONLY 20 1_._. SIDE I"- o Z O. Q 11-718-0.0.MAX, GLASS SITE 3; g}e4 1-3 1-3 yuup�tt C7 �'aQ EXTERIOR EXTERIOR -- LONG SIDE •-+�•� I LL20 13 22 21 13 "T' snu ,se0 ssus5 GLASS TYPE 2SHORT LONG GLASS TYPE 4 17111 t r 111/7 SIDE SIDE >>���1g�..LYNNE/�j/��i� . . '41GENSt '''.Flp No.58705 'Y' -`� SHORT ITTr`. �'��`• •.;`!oras}".''�Ca�: A.LYNN MILLER,P.E. P.£.#68768 TABLE b: Window Design Pressure(+b,pef)forGlaee Type 5 Ong n) 7/7GLASS STACK LAMINATED I� 718 72 70 60 64 8 92 96 100 104 109.112 81. I 30 +901425.4 +901.120 +901.115.6 +90'-111.5 +901.108. +901.708 1+9--104.5 +901-103.6 +9--7025 +9--100.7 +9-•97.9 .090'SGINTERLAYER 32 +9--116.9 +9-•110. +901.105.3 +9--101.8 +901-98.7 +901.95.7 +9-92.3 +901.90.0 +90190.3 +189.9 +1.89 34 4901-108.9 +901-103 +90/•98.8 +951-95.1 +901-91.8 +ft&2 +/-84.4 +/81.5 +180.1 7.79.8 +1-79.4 3/16"ANNEALEDGLASS 36 +901.102.6 r9--97.1 +101-928 +188.9 +185.5 +I82e +1.79.7 +1.77.2 +1.75.1 +l-73.4 +1-72.2 3116'ANNEALED GLASS PRODUCT REVISED 38 «90!•98.4 +90(-92. +1.88.7 +/•83.2 +/-80.7 ;-7a1 +1.76.2 +/-725 +1.70.3 +/88.5 ;86.3 4 aeeomplyingsvllhthaFlmlda 40 4901.94.0 +1.88.2 +182.8 +1.7x8 +1.77.2 +1.74.3 +1.71.3 x/•67.9 +185.1 +183.4 +181.6 11 BuildinBC°d° 42 +901.91.3 +1.84.7 +/•80.7 +1.77.4 +1.74.3 41.71.3 +188.2 +/84.7 x/81.8 +159.0 +1.58.2 USED AT CURVED Accepl°nce No19 44 +/-6Q3 41.82.4 +1.70.9 +l-75.4 +/•72.1 +1.88.9 +185.6 +1822 +1-69.7 +157.6 FRAME MEMBERS ONLY 29 618' pIwII Dm° 46 +/•854 +1.80.8 «-77.2 «I-73.8 +1-70.1 +1868 +183.5 N8a3 +1-67.7 @ 71-7x8'O.C.MAX. GLASS BITE �•+- LONG SIDE By +� 48 +1827 +1.78.3 +1.75.6 +f-71.9 +188.3 +1.04.9 +/•61.5 +1.582 MI OadePtoduc4' 16 50 +1809 +/-7r.5 0-74.1 +1-70.3 +188.7 +183.1 +159.7 1-3 w62 +l-Tat +/-758 +1.72.4 +/88.0 +/8.1 «181.5 EXTEIt10 SHORT �� a NO CHANGE THIS SHEET 54 0-77.4 +1.73.8 41.70.6 +187.3 +183.5 --� ZO SIDE v 66 +1.75.8 +1.72 +188.6 +185.3 !'� 13 rc DA E:07 0 15 58 +l-742 +1.70.3 +AM 8 Y' m 60 +1.727 ;80.7 +85 GLASS TYPE 5 z 82 +1.71.2 +1.87.1 64 +189.7 +185.5 I+- LONG SIDE �{ 89 +1883 01.718 +187 NOTES: SHORT M Q 1)SUCK DIMENSIONS SHOWN,FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE a 3 ABa 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. a O r 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN•FRAMED WINDOWS. °fO0 Q ��Q a C7 N N ixy d TABLE DIMENSIONS MAY BE i W (V ORIENTED VERTICALLY OR Z� LL P. Z e HORIZONTALLY AS SHOWN, J xN d W IW- Z m0C=7 �a TABLE 6: Window Design Pressure(+I-,psf)for0lass Type 7 c 4 O p Lang Side(in) .-Z 0_Z ... F t71 LL 67-718 72 76 BO 84 Be 92 9B 100 104 109-112 1-1/16'NOM. '-1 O 30 +901-130 4901-130 +9--130 +901.128 +90(-122.0 +901-119.8 +901.11x1 +901.117 +90(.1158 +901412.7 +B0(-109.9 GLASS STACK 7/18'LAMINATED Q s! 32 +901-130 +90(-1251 480!•118.9 +90'•114.8 +90(.111.5 +901.108.1 +80!•104.3 +901.102.4 +901.102 +901-101.4 +9x-99.7 GLASS STACK H 34 +901.123.1 +9-•11x4 +901.111.7 +901.107.5 +901-103.8 490199.7 +901.95.3 +901.92.1 +901.90.5 +1.90 +189.8 SHORT N W lD°' 36 +901.116 +90'•109.8 +901.165.8 +9--700.5 +901.98.0 +901.93.3 +1.90 +1.87.3 +184.9 +182.3 +1.81.2 3/16'ANNEALED GLASS SIDE ® Z 3116'TEMPERED GLASS N F 38 +901.111.2 +9-•104.2 +9--97.9 +90194 +901.91.1 +1.88.2 ;84.9 +187.8 +1.79.4 +1.78.4 +1.74,3 3/16*ANNEALED GLASS I 40 +90.100.9 49--9a +90!93. +90(-90.1 +1.87.2 +1.84 +1-80.5 +l-787 +/•730-6 +1.70.9 +189 7/16"AIR SPACE .090'SO INTERLAYER €j O Dye Z 42 +901-103.2 +90(-95.7 +901-91.2 +187.4 +184 +1.808 +1.77 +1-73.1 ;89.6 +180.9 +l z fY 44 4901.99.7 490(.93.1 «189.1 +/•85.2 +181.4 +1.77.0 +/•74.1 +1.70.3 ;87. +/83.9 11 O s Z O N .`; 46 +901.90.5 +9-•91.3 +187.2 +183.2 +1.79.2 +/-7564 +/-71.7 +/-%1 0.65.1 5 LONG 0 aQ °a 48 49-93.5 0.89. +185.4 +181.2 +1.77.2 +/-73.3 +189.6 +/85,8 SIDE �,L� USED AT CURVED X W a d 5-0 +90!91.4 +187.6 +/•83.7 +1.79.4 +1.75.3 +!-7103 +157.6 FRAME MEMBERS ONLY 28 SIS' 52 +/89.4 +1.65.6 +/8708 +1.77.7 +/-73.5 +189.6 @ 11-7/B'O.C.MAX. GLASS BITE U. 0 U) 54 +187.5 +1.83.4 +1.79.8 +1.78 +1.71.8 1� °181 •°sa°seuas 58 +1.858 +181.4 +/-77.5 +1.73.8 60 +1.821 x1.77.6 +1.73.5 EXTERIOR 22 21 13 SHORT ��� NV(LYNN 4f 82 +18x4 +1.76. SIDE �� ,I,O ..........,�C( 84 +l-78.8 +/-74 �a�,.•'�\CENSF'•.FP� 68 ;77 Z GLASS TYPE 7 t 67.710 +1.74.9 No.56705 x NOTES; 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT P FROM THE TIP-TO•TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. j i t 20 •^'+--� Z)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 7 ff 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN, ,�()1' STA M PT 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS, , ~ ............OR •'1�`�; /1N'�AIL'c," /A L4NN MILLER,P.E P.E868705 TABLE 7: Window Design Pressure(+l-,peq for Glass Types 6&8 Long 67.718 1 72 76 1 80 of-- 08 92 98 100 104 -W9412 112 116 120 124 126 132 140 144 30 +901-130 +901.130 +0%130 + .130 +9pt-130 +901.1 +9W-13D +gp/-130 +901-130 +qa-130 +901-1 +80%130 +90t-130 490f-136 +90!.130 +9a+-130 +901.130 +90%130 -+-0-1-30 -+M130 32 +901.130 +so/.13D +901.130 +901.130 +90!•130 +0.130 +9D/-130 + 1.130 + -13D +0!•130 +901-130 +00!•130 +0l-1 +901.130 +901.130 + -1 -QW-.130 +901.130 +901-130 34 +90T-130 + .13D +901.130 +901-131) +901.130 +901-130 +9a-130 +W-130 +90/-130 +901-130 +0.130 +90!•130 70-430 +901.30 +901. 1 130 +90!•130 +901.130 t'RODUI:FRAYiSSD 30 +901.130 +901.1 +901.130 +901.130 + ,130 + •130 190/•130 +801.130 +901.130 4901.130 +901-1 +901.130 +901.13D +901.130 +901.130 +901.130 es complying with ft FW& 36 +130!•130 rOOt•13D !0/.130 +901.136 + .1 +90!•130 +801-130 +801.130 +80%130 190!•130 1907.130 +91St•3D + .129.2 t90t-127.3 DuOdingCode 40 +901.30 +901.1 #902.30 +901.130 1901.190 +90!•130 +901.130 1001.1 +9W130 +90'•12@8 +ON-123.2 +801.1 Accept++!..No 1S-0 528.20 42 1011 3D +8pt-130 1901-130 +80%130 +�1-f30 +90!•130 +907-130 +9iY•128.3 +9D-/23.2 t .1197 4 .1, imli tDWo J� +901-130 +801.130 +901.130 +901.130 +901.130 +901.130 +901-130 +W.124.5 +9(V•t19.4 +901.115 A 40 +901.130 +901.130 + •130 +9pl-130 +901.130 +90!•130 +SW.12&9 +9 .12a +9(415.3 MI 48 +0l-130 +901.130 ,1 •130 +901.130 +90.130 To 129.7 +901-123 +W.118. 50 +8W-130 +90/.130 +90!-130 t .130 +90/-130 +90/-M126.2;8914-119. 52 +901.130 +901-30 +9W130 +901.13D +901.1 +8881.123 NO CHANGE THIS SHEE w 54 +0-130 +901.30 +904130 8%4.130 tBB.&-127.1 D TE:071D2115 58 +901-130 +01.130 +0!•130 +8@41.128 - , 58 r01-130 +901•130 +901.130 m 60 - -130 #01.130 +&9.8-17B. 62 +901.130 +901-M130 U 04 +90/-13D +901.130 66 r01.30 07.716 +801.1 a Y NOTES: T 1)BUCK DIMENSIONS SHOWN,FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-71P DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. p a 0 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELYFrrWITHN. }•� n rine 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS,DO NOT USE WITH FIN-FRAMED WINDOWS, t 3' ty a �P p LL 4O IL f0 � umW rlj Az X� .- TABLE DIMENSIONS MAY BE �T uZ1 m O (99 as�o ORIENTED VERTICALLY OR i > O p Z v O 1.1/76'NOM, HORIZONTALLY AS SHOWN. 1 Q Z a:z � y r F LL 7I16'LAMINATED GLASS STACK � 7116"LAMINATED Q 111 GLASS STACK GLASS STACK SIDE a�0 411LASSEN". SG INTERLAYER 3/16'TEMPERED GLASS 3116"HEAT STRENGTHENED GLASS �- LONG SIDE y QW iae45 10"NEAT *SPACE 'HEAT STRENGTHENED GLASS ® Z a RENGTHENED GLASS 7/1 t0 3116'HEAT STR "SG INTERLAYER SHORT SIDE 0 USED AT CURVL SSIDETFRAME MEMBERSON516" USED AT CURVED@ 11-7/8"O.C.MFRAME MEMBERS QNLY " (9 �� ASS BITE (�11-7/8'O,C.MAXSITE il!�+- LONG SIDE -+� LL CEX7E + nAlt •�re<:3 SHORTe GLASS TYPE 8 GLASS TYPE 8 SIDE Dl �' SIDE } � ,`� � �tJ{ LYNN �'. rtccNsF' F,p No.50705 ' SHORT SIDE 7 + ST TE f 'w�: :fit ORIOP.•'Ct\�~ s 111111100, A.LYNN MILLER,P.E. P.E#68705 EDGE 2X WOOD BUCKSTRIP DISTANCE —OR FRAMING,SEE INSTALLATION INSTALLATION NOTE 2,THIS SHEET TYPE C TYPE B EMBEDMENT INSTALLATION TYPE A EMBEDMENT 1X WOOD BUCKSTRIP, "� 114'MAX SEE NOTE 2,THIS SHEET •a � •' {.._. EMBEDMENT I SHIM .__L� ,•: TYP.ANCHOR TYPE,EMBEDMENT AND EDGE PRODUCtRFVL4ED EDGE DISTANCE PER SUBSTRATE, P oom t swith the vIsEDFlorida EDGE ' SEE TABLES,THIS SHEET �,',+: DISTANCE as co ng int; DISTANCE f B Acap"c"No 114'MJJC • .., Ire1 nDete Iq q SHIM 1 BY TYP.ANCHOR TYPE, y Mi a raduot EMBEDMENT AND EDGE O CHANGE HIEET 11 DISTANCE PER SUBSTRATE, '�y i� • e SEE TABLE 8,THIS SHEET a DATE: 7/021/15H USED AT CURVED 71 p m 20 FRAME MEMBERS ONLY +,. RIO 011.718`O.C.MAX. CONCRETE/CMU 4 �/, 11 "�.'•"� PER ANCHOR VISIBLE LIGHT WIDTH= 6� REQUIREMENT WINDOW BUCK WIDTH-2-314` WINDOW WINDOW SUCK WIDTH CONCRETE/CMU M Q BUCK EXTE IOR TIP-TO-T1P WINDOW WIDTH PER ANCHOR a •.aa REQUIREMENT HEIGHT a .- 1/4'MAX.SHIMO HORIZONTAL SECTION A-A TIP-To—Tp }N e OWINDOW 9 N HEIGHT VISIBLE #12 STEEL LIGHT SELF-DRILLING SMS �.I HEIGHT- (G6).SEEISSHTABLE T TABLES. Z —LL two ? uMa �j THIS SHEET n E 0e Max O.C. W r t!3 WINDOW Anchor Substrate Distance 'Mm.Embedment Spacing LU Z K n BUCK F.T. out m Ino is n0.6 9 '2 HEIGHT- 2.314' INSTALLATION #12 or#144108SSon1w 20 39 Aluminum 8063-T6min. 0. 00 '- z o METHOD D A30 Steal 3t8' 6,063•' IT o Z R z � 0 � INSTALLATION ANCHOR Steel Sl Or.33 min. 318• 0.0417 16 Gd' 12' F P.T.Southern Fine 6-0.66 8118` 1918' 12' UNDERNEATH THE AluMtauM,0003•T6 min. 316" 0.083'• 1Y Z CD BEADING #12 or N14 Stool Screw(09) O !jIEXTERIOR A30 Steel e!8' 0.063`" 1Y t j 0 laays Steel Stud,Or.33 min. 318° 0.046`1B—Go)' 1Y V4"410 SS CmIeFiex U7�taUtad CMU, S G80) 2-1/2' 1.11' IT ® N 21 MEE SEADE APPROVED MULLION Concrete(min.3.38 kap 1' 1914' 12' (SEE L FRAMING OR ALUMINUM. 0 1 Z Concrete mtn•2.83 1' 108, 12° 8 STEEL FRAMING OR STEEL STUD, p N a Concrete 111 2.66 k81) -1/Y 918" 12" a Z ro SEE SUBSTRATE PROPERTIES, 1/4"8ke1 Ultmeon a Z 6 TABLE 8,THIS SHEET U mutedU, TMC W 2.112' 1A14' IT O W N 114'MAX SHIM Orouled CMU ASTM C-201 2417 11.314° 12' 0 n aQ 6116'Slat Ulltacon Con6}e Mn 3.6 kai) U4' 9/4 1Y 411 0 0 Grouted CMU ASTM C•B 2.1/2- 1 1 914° 12, 1X WOOD BUCKSTRIP, MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. !+ LL anu '�s�sat+aS SEE NOTE 2,THIS SHEET • EMBCONCRETE PER \`��� 4NY ILYNIV EDMENT .,{ •: '. '� ,� a �. ANCHOR INSTALLATION NOTES: .`4,y�,•' 410EN,?,, .�1, t• a y. REQUIREMENT ='r 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. o.58706 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X KN °,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112',1X WOOD BUCKS ARE INSTALLATION DtSTA EDGE E TYP.ANCHORTYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE,WOOD SUCKS DEPICTED AS'2X'ARE 5-112'THICK OR GREATER. 7 t7 IX TYPE B AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING n tt1: SUBSTRATE,SEE TABLE S.THIS SHEET JURISDICTION. t, 3T t7 4✓ VERTICAL SECTION B-B =. aR�ni;.•'�� � 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 MILIER,A.E. P.E.1068706 EDGE 2X WOOD SUCKSTRIP INSTALLATION INSTALLATION DISTANCE —` OR FRAMING,SEE TYPE G TYPE F NOTE 2,THIS SHEET EMBEDMENT 1X WOODBUCKSTRiP, INSTALLATION �� £M@ 1/4'MAXSEE NOTE 2,THIS SHEET t/4"MA TYPE E EMBEDMENT —� SHIM TYP.ANCHOR TYPE.EMBEDMENT D EDGE DISTANCE PER SUBSTRATE, — EDGE '• DISTANCE PRODUCT REVISER EDGE :•. :P fi SEE TABLE B,THIS SHEET •� as complying with tho Florlda DISTANCE r: lmttd ng Cade .i ,a;• AcccpiuncoN0 5.0152%S,124 1114°MAX 2 irattoaRaW I� 2 SHIM 19y 4 tl�fie Rada Ftodnc! a TYP.ANCHOR TYPE. „'' . '.v't�. EMBEDMENT AND EDGEDISTANCE PER THIS �'•J"", EX I R THIS SHEET 29 FSSEDA CURVRSO NLY SH ETTE .,+ ' NO CHAT 07T 15 EXTERto V t1 L O 11-7/B O.C.MAX, VISIBLE LIGHT WIDTH■ 8 .r PEPEU R WINDOW SUCK WIDTH-2.314' T ' REQUIREMENT WINDOW BUCK WIDTH WINDOW CONCRETEICMU t7 Y Q BUCK PERANCHOR a v) •ns8 HEIGHT1/4'MAX.SHIM HORIZONTAL SECTION C-C REQUIREMENT lz O rq O 012 STEEL (}�N n waw SELF-DRILLING SMS O � N VISIBLE (G5),SEEISSHTABLE T Q le Z LtOtiT THIS SHEET TABLE 9: �� � uMaO (5 HEIGHT¢ Uj Q BUDCK Anchor 8ubelrelo Distance Min.Embedment MIX w _U _ §oWm Fine(SO- 8' m O C) exa HESGHT- Aluminum 6083-T6min. 2314' INSTALLATION p12or01a4tOSS-crow n p p z c A38 Steel 3/8• .03 tr C TYPE H Steel Saud Or.33 mkt are' o.oa6 16 ca' 1r a F z LL P.T.eoufhemPinoBO=0.55 Wi8' 1.318' tr O N EXTERIOR 812 or 014 Steel Screw(06) AltunkWm.5083.76 min• 3/e" 0.083'• 2' }_ 36 Steel 3f8• 0.0w• 12* 15 Steel Stud Or.33 min. 3/• 0.046. 18 Go•V42' MIAMI-DADE APPROVED MULLION i/4.410 68 CrelaFlak UttOreSte CM '018TH 2-Nr 1-114' bb33 F 21 (SEE SEPERATE NOA),ALUMINUM, Concrete Onto.3.35 ke1) 1" 1-14' ?r Z B STEEL FRAMING OR STEEL STUD, Concrete n.2.85 kat 1' 1.3fa' O SEE SUBSTRATE PROPERTIES, Concrete In.2.85 kap 2-1fr I-Wr O (D114'Steal UlitsaanTABLE 9,THIS SHEET Unrouted CMU, STM Cao) 2-11r i-714" w5114'MAX SHIM Growled CMU AeTM 2-1fr 1-/4•6118'SlaalUBrecon Canotete(mtn.3.8 kat 1-tt4' 1314' OGroutedCMU ABTM Cao 2.1fr 1-14 Va •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. I LOU IX WOOD BUCKSTRIP, °pry •osep--toss SEE NOTE 2,THIS SHEET ��qNY LYNN�f/l CONCRETE PER `�� y�N•••. ..., r� EMBEDMENT �4, ANCHOR INSTALLATION NOTES: fit;•'`LICENSF'•, .. REQUIREMENT No.58705 7'c • •:• 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 -1/2'.1XWOOD BUCKS ARE O ' � / TYPE F -- EDGE TYP,ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS ARE t-if2'THtCK OR GREATER. ot �� DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING P��p� STT f •r(44/� SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. ' �S '•. (QR)Op,.• �`+Y VERTICAL SECTION D-D 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFASIZE TOPROVIDE FULL SUPPORT ToTHE WINDOW FRAME. , �tr'ONAL C^`,` flrnln�t`' 4.iF APPLICABLE,LOWER OESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM, A.LYNN MILLER,P.E. P,E#68705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET SEE TABLE 104TA S TYPE J TYPE K EDGE ID37ANCE DISTANCE 114'MAX EDGE DISTANCE ---���'^^iii SHIM 2X WOOD BUCKSTRIP PRODUCTREVISED I I 2X FRAM BUCKSTRIP OR FRAMING,SEE as complying with The Fladda 11 OR FRAMING,SEE NOTE 2,THIS$HEFT NOTE 2,THIS SHEET Building Cada IcJ"fl Acceptmea No 114'MAX TYP.ANCHOR TYPE,EMBEDMENT AND lreganDate Iq 3 SHIMF EDGE DISTANCE PER SUBSTRATE, 6 SEE TABLE 10,THIS SHEET I:1 Dade "low EMBEDMENT NO CHANGE THIS SHEET 3 EMBEDMENT DATE:0710215 EXTERIOR USED AT CURVED 2B FRAME MEMBERS ONLY rc 11-718'O.C,MAX. G at EXTERIOR WINDOW �� 4 t1 SZ O HEIGHT VISIBLE LIGHT WIDTH- lwMAX,SHIM WIND OW BUCK WIDTH-2.314' WINDOWBUCKWIDTH n VISIBLE INSTALLATION HORIZONTAL SECTION E-E o�-' N �' 2LG n HEIGHT= TYPE L zw r ii t$ W Ma ain WINDOWBUCK U U X N HEIGHT- #10 STEEL O 0U' aMCI SELFORILLBaG SMS I; he 2.314" (G5),SEE TABLE 10, o _ THIS SHEET TABLE 40: a Z p Anchor Substrate Min.Edge Max.O.C. co Distance S cing m 2.112"X.113-Box N P.T.Southern Pine 6118" 6' 2-1/2'x.1311 Common Nail P.T.Sartha!n Plne S 55 318" 5' 3#X 2 Oti 21 2-1/2'X.1451 Roofina Nall P,T,Southern Pine SG=0.6 318" 6" �' I Z 8 2X WOOD BUCKSTRIP EXTERIOR P.T.3oukhern Pine SG=0,55 1t2' S' OR FRAMING,SEE 0.080"Aluminum 6083-T5 Mn. 5118" 5" a < °!°s #10 x 1'Steal Screw* w e= NOTE 2,THIS SHEET � 1t18"A38 Steal 5118' S' 5 114"MAX SHIM 0.045" 18 Ga Steel Stud Gr.33 5118' 5" Z t7,aQ MIAMI-DADE APPROVED MULLION MIN,OF 3 THREADS BEYOND THE METAL SUBSTRATE. (SEE SEPERATE NOA),ALUMINUM, Z STEEL FRAMING OR STEEL STUD, u- EL- SEE SUBSTRATE PROPERTIES, 71t!L •ossa saueg INSTALLATION TABLE 10,THIS SHEET TYPE J `��TLItu1tIf,, EDGE DISTANCE �� OhtY LYNN 4 �4 { i INSTALLATION NOTES: : �,•''4\GENS '•�lr��� TYP.ANCHOR TYPE,EMBEDMENT fC;' 7'r * EMBEDMENT AND EDGE DISTANCE PER 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No,58705 SUBSTRATE,SEE TABLE 10,THIS SHEET 2,WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112'.1X WOOD BUCKS ARE 1.-•.�,�� y OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'WARE 1-V2°THICK OR GREATER. .� 1l >XY VERTIGAi.SECTION F^F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ~ (� srnrE op ' JURISDICTION. �<`, - V✓ P. 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 0NAL ,. ill 1111111 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM, A,LYNN MILLER,P.E. P.E,#50705 EDGE 2X WOOD BUCKSTRIP —OR FRAMING,SEE INSTALLATION TYPE M DISTANCE NOTE 2,THIS SHEET INSTALLATION EMBEDMENT INSTALLATION TYPE M FOR THIS INSTALLATION TYPE N FOR THIS INSTALLATION EMBEDMENT METHOD ONLY, METHOD ONLY, 114 .MAX ANCHORS MAY BE 40 ANCHORS MAYBE NO EMBEDMENT SHIM MORE THAN 6"Q.0 •MORE THAN 6'O.C. I 1 iX WOOD BUCKSTRIP,SEE 1 1 PRODUCTRBVIS@D 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET as complying with the Flo7ld0 OR FRAMING,SEE BtuldiagCoda NOTE 2,THIS SHEET AeccpI No 3 �9HIM TYP.ANCHOR TYPE,EMBEDMENT AND pirstionDatc llJt� EDGE DISTANCE PER SUBSTRATE, py 4 TYP.ANCHOR TYPE, S SEE TABLE II,THIS SHEET .t�` ,; D1 a e ro ucitbntrol EMBEDMENT AND EDGE DISTANCE PER supsTRATF, Q NO CHANGE THIS SHEET 11 SEE TABLE 11,THIS SHEET 3 DTE:07102115 USED AT CURVED EDGE •..,,,.; m EXTERIOR 2D FRAME METvaERmS ONLY DISTANCE EDGE z a u @ 11.718'O.C.MAX. T} -- ,'�,"� DISTANCE b I CONCRETF/CMU 11 rc PER ANCHOR WINDOW REQUIREMENT 4 it CONCRETFJCMU y Q SUCKPERANCHOR a N nd HEIGHT 114•MAX.SHIM .— VISIBLE LIGHT WIDTH= �� 6 REQUIREMENT �S O r WINDOW BUCK WIDTH-243W C1 WINDOW SUCK WIDTH EXTERIOR �TVg !n ccS¢ VISIBLELINSTALLATION TYPE 0 HORIZONTAL SECTION G-G O d M�J J HEIGHT- FOR THIS INSTALLATION X U) .L. p SUCK METHOD ONLY, TABLE II: Z O 5 oN ANCHORS MAYBE NO �"' 00 0 OMO HEIGHT- •MORE THAN O.O.C. Anobor Substrate Min.Edge Min.Embedment Max.D.C. o O Y Z p 2-314" Clatanee S p O F.T. utMm Pine SG�0,45 Otis, 6' 6' r Z 0-Z' r Aluminum 8083.78 min. Q 3' QQ W #12STEEL tW2 or 410 SS Screw A38 Steel 318• 0.088"• 6• —{ 0 SELF-DRILLING SMS Steel Stud Gr.33 min. 318' 0.048• 6 Ga• 6' a (GO).SEE TABLE 10, THIS SHEET P.T.Southam PIM 0-0.55 91191 I-W 6' y raays #12 or#14 Steel Sorow(05) AtumlaurnW6345 min 319' 0.083'• 8' 0 Z Z A35 Steal 3/e' 0.098•• S• F 21 TYP.ANCHOR TYPE, €XTERIOR Steel Stud Or.33 min. 319' 0.045.18 Ge• 61 I"" z !3ii6 EMBEDMENT AND EDGE 114'410 96 CreteFlex uteri cMU ASTM C30 2.1 1.114' 12• a arms DEETABSTANCE PER SUBSTRATE,TE, Concrete(min.3.38 ksl 1• 11/4' 12' a Z SEE TABLE i 1,7Hi3 SHEET ppq 6 MIAMI-DADE APPROVED MULLION Conotete,Mtn.2.88 koi 1` 1114' 12' O �1f4"MAX SHIM (SEE SEPERATE NCA),ALUMINUM. tri"Steel URmcon Corwrete fmh 2.65 ksl 2.1/Y 1119' 12• Z U muted CMU ASTM C9D 2-112' 1-114` 12' a. STEEL FRAMING OR STEEL STUD. Z SEE SUBSTRATE PROPERTIES, Grouted C U ATM C-90 2.1/ 1 4' 121 LL LL TABLE 11,THIS SHEET 5115"Steel LAW= Concrete min.3.51cat f-1t4' f114• 12' arta -�sa cauag INSTALLATION grouted u ASTM 2-vr i114' 12' TYPE N 1X WOOD 2,THIS RIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. /J .,• ,, "' ,SEE NOTE 2,THIS SHEET LYN' Y EMBEDMENT INSTALLATION NOTES: t,ICLNyC 1.USE ONLY ANCHORS LISTED ON THIS SHEET,FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. P10,5870.5 l�f 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2',1X WOOD BUCKS ARE '•0 i EDGE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 12X'ARE 1-IW THICK OR GREATER. •i J(L�5,. l'.r: --r� INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING 'U�', SAL'OF ��� DISTANCE JURISDICTION. %�F�S�-F�ORtUA,. '`fit. VERTICAL SECTION H-W 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFASIZE TOPROVIDE FULL SUPPORT TOTHE WINDOW FRAME. 'S,U14A{`t{%`�r`� 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES 70 WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#68705 ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES PRODUCrREVISED as canptyingwith the Ftoltab FuitdlagCotb (j.� � �� Ascepimroa No I kFRAH VED ANGLEDfCURVED inttonT?ato /j(71G1 MBLY FRAME ASSEMBLY 1 M Ode Product Con ! } 90!CORNER 90'CORNER I FRAME ASSEMBLY FRAME ASSEMBLY a NO CHANGE THIS SHEET m i a DATE, 215 T it ALL CORNERS TOALL COSK RNERS TO@USE GASKETANDtORSSEALANTUSE GASKETANDtORSEALANT AL-LEG FRAMEt � c0�� oAfFL:ANGE EFRAME 0EG FRAME MIIOR I MITERED FRAME WITH INTERIOR Q P�44r N I AND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS OJ W g O 2 AME (SHOWN)OR CORNER KEYS AT (SHOWN}OR CORNER KEYS AT p U toU. Z aw SCREW BOSSES.SEALANT'AT ALL CORNERS SCREW FOSSES.SEALANT AT Ai L CORNERS TtU r F- � � 2 V c1 Xp� O O � C? � 'ar1 �s a W a qa O 6 o 2.784' 2.784• s-2 Q.'�- r^ I` p A9d' --�•!L.r-- .094' —►1 L...-� .994' —+•f 1..-� � LS O C, a TABLE 12: .074' .062' .074' 082' A74• 002° 1.376' 1.378• t j 0 iaavS Item POTPatt# Description Material 1.875- 438' bow 438. .500' 43V 9 p t!-o r1? 2 1 42630 Flanged Frame Alum,6083-T6 i.00o" *1 o50i}0.p'B' "ie00°rw Q 2 4285 EquaReg Frame Alum,6063-76 Sao o^ 050' —*'�� z 1r-s 1.125' 3 4266 integral Fin Fmma Alum.6083-T6 FLANGE FRAME EOLIAL-LEG FRAME 07t" o s�o 4 4266 7116"Laml.©lass Beading Alum.6083 T5 #42530,6063-T5 2 #4285,5053-T5 6 4264 I.G.Glass Beading Alum,BOOFIN FRAME ty #4266,6063-T5 Be 4270 Installation Fastener Corer Alum.6063.76 putt •asap sauag tib 4224 Inata4a6on fastener Causr Rigid PVC 10 706690 Gasket(at 901 comer joints) Polyethylene 970' � .346' 1.037• � ,,`��0 4...N 41i�`�yr 11 TP24718 Vinyl Bulb WeatherettiP Flex PVC,bu% .875"65+i-1 � = �. SF .875° Y"i : 13 tour 699,GE 7700 Silicons or Equlv. ; 20 71662K Setting Black,Mo311W x 7115'x 4' NaMene,Dura 65+1-1 �I '— 654, —►{1-+— .050• .050 ; Na 56705 na. ;>1 21 71704AK Setting Block,I.G.3116°x"32'x 4' NoWene,Duro.88+1.1 T 7/16"LAMI I.G.GLASS INSTALLATION �� �t7AT 22 DURAK718 7116"DumSesi Spacar GLASS BEADfNG r0 BEADING 68 FASTENER COVER �`•. ;'•4C- 29 #6 x 1.114°FH SMS Stainless Steel #4270,5053 T6 A:c� .QLD ` #4255,6053-T5 #4254,6063 T6 r��5 j. R1DA,.•'C��C`` 30 781POC #B x 1"Quad PH SMS Stainless Steel NAL rrrlrlrittt,,t A.LYNN MILLER.P.E. P.E.#88705