Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 g � - RECER"7-D JUL 21 2616 Trr'W�. �` .tII Florida De r' arm,"" BCIS Home � Log In User Registration Hot TOPICS ; Submit Surcharge Stats&Facts I Publications ; FBC Staff BCIS Site Map Links (< Search Businerys ¢ 11. Product Approval Profess dal A USER:Public User Reguiatlon I .1, Product Approval Menu>Product or Application Search>Application List>Application Detail tg$'j'e'r� r FL# FL243-R18 Application Type Code Version 2014 Application Status ed *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 ethnology 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/Emali 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 Date Submitted 06/28/2016 Date Validated 06/29/2016 Date Pending FBC Approval Date Approved 07/03/2016 http://vvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 V... 7/19/2016 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 243.1 CA-640 Fixed(Non-Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate I Approved for use in HVHZ:Yes FL243 21£ C CAC LS_flSls,,lu r.oQf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/11/2018 Design Pressure:N/A Installation Instructions i Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL7.43 111.8 I± 15 051.9.16 F 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 I Created by Independent Third Party: 243.2 CA-740 Fixed(Large Missile Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R18 C CAC 15--0519.I.5.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/11/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 I?�8 i± SS-0519 L5odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER 1 i type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 243.3 PW-220(Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 RIS C CAC 16-0505.03.0 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/18/2021 i Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R18 H 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 JiPW-520(Large Missile Impact) WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R18 C CAC 15-0612 13 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 1 Impact Resistant:Yes 01/08/2019 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 P18 I± 15-0612.13.0df 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 j Created by Independent Third Party: 243.5 JPW-620(Nan-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 Rib C CAC 15-0528 27 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/19/2019 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R18 II 15-0528.27.13d for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER i type,size,and spacing information. Created by Independent Third Parry: Evaluation Reports 1 Created by Independent Third Party: 243.6 IPW-720(Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes '1243 R18 C CAC 15-0528.26.pdf Approved for use outside HVHZ:Yes Quality Assura -tract Expiration Date Impact Resistant:Yes019 If Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptan (NOA) FL243 R18 I± 15-0528.26.pdf for product performance information,anchorage details,and an Verified By,Mia - j type,size,and spacing information. Created by Independent Third Party: j Evaluation Reports Created by Independent Third Party: 243.7 JPW-820(Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R18 C CAC 15-0528.26.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/19/2019 1 Design Pressure:N/A Installation Instructions i Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 RIS I1 15-0528 26 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: 243.8 PW-2720(Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R18 C CAC 13-1125 04.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date ' Impact Resistant:Yes 08/11/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 RIS Ii 13-1125.04.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: 243.9 PW-3020(Large Missile Impact) Architectural Systems Aluminum Fixed Wiindow i Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 RIB C CAC 15-0609.06!M.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/16/2017 http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35V... 7/19/2016 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R18 II 15-0609.f,6 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: i 243.10 PW-3020(Small Missile Impact) Architectural Systems Aluminum Fixed Window I Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL243 R18 C CAC 15-0609.07 SM.rd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/17/2018 IDesign Pressure:N/A Installation Instructions i Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 RIS It 15-0609 07 SM.odf I j for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER j type,size,and spacing information. Created by Independent Third Party: j Evaluation Reports Created by Independent Third Party: I( 243.11 PW-5420(Non-Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL.243 R18 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 Acceptance(NOA) FL243 R18 II 14-0930.24 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: 243.12 PW-5440(Non-Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R1.8 C CAC 55-0415.02,ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 RIB R 15-0415.02.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: 1 Evaluation Reports Created by Independent Third Party: 243.13 PW-5520(Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate i Approved for use in HVHZ:Yes FL243 Rab C CAC 14-0930.25,odf i 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 R2 IT 14-0930.25.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports i Created by Independent Third Party: 243.14 PW-5540(Large Missile Impact) Vinyl Fixed Window used with Casement/Awning 1 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 Rab C CAC 15-0415.01.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R18 ti 15-0415.0l.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 V... 7/19/2016 MIAMI•DADE MIAMI-DADS COUNTY r MIS 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) vvww.miamidnde.aov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rales 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 Velo ' .- DESCRIPTION: Seri "PW-701/720/820"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing o. - - . , r e "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 RAT :Large and Small Missile Impact Res�-s LABELING: Each unit shall bear 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. r171 -0 MIAMI•DAD;eouNTYExpiration Date: February 19,201J!� royal Date: July 09 20 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 under previous NDA 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 NOANo. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'h 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 Manuef Perez Z� Product Control ExafaWer NOA No. 15-0528.26 Expiration Date: Febrfflary 19,2019 Approval Date: July 092015 E-1 PCT 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 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. 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 Control Eami er NOA No. 15- .26 Expiration Date: February 19,2019 Approval Date: July 09 2015 E-2 GENERAL NOTES:SERIES 720/820 DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW VARIES, RATED FOR LARGE&SMALL SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 48'TIP-TO-TIP WIDTH BUILDING CODE,INCLUDING THE HIGH VELOCITY48"BUCK WIDTH HURRICANE ZONE(HVHZ). 47'BUCK WIDTH 48"BUCK WIDTH 2 SHUTTERS ARE NOT REQUIRED WHEN USED IN 44-1/4'VISIBLE 45-114°VISIBLE 45.1/4'VISIBLE LIGHT WIDTH LIGHT WIDTH PRODUCTRBVISBD WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD 6'MAX, 2"MAX ea complying with Oro Florida 6'MAX. — F,SHEET B Building LITE(CAP)MUST TEMPERED. B,SHEET D,SHEET 7 H SHEET_9_ Acccplauce No IrJ-� KJ,rLP inNicur Dule /��Q 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY By ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS Mi ade Product Co 0 WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY q I A 95. C I C E,SHEET 8 I E,SHEET 6 UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET6 i SHEETS BUCK SHEET7 SHEET7 96" G,SHEET9 i G. HEET9 ;5TH EDITION 7/ UPDATE HEIGHT �— BUCK a DATE:07/02/15 4)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE HEIGHT m CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE i r f T J_ I 82-114" 93-114' OPTIONAL IF UNIT IS INSTALLED DIRECTLY T ICK OR RATE. / _ VISIBLE u WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR 12'MAX. VISIBLE 1 MAX.' 93-1/4 LIGHT GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. I / LIGHT C. I VISIBLE 5'MAX. I rc DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C. HEIGHT STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS I / 96• I / HEIGHT I / 96' M Y Q BUCK W THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP-TO I HEIGHT > a 0) •"aa ARCHITECT OF RECORD,(AOR). TIP I `-' NEIGH i O to `r 0) p 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF 1 I I CD N N aloeIx co SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED 1 I O c 7 co N ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION p_j N_j oo Z 3,1 r ANCHORS SHOULD BE SEALED.OVERALL I I T —� Z LL l!1 LL to LU uMwp L-_ L-� J F,SHEETS SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF 6 B--I (�— 12-MAX.O.C. 6" p—,►) �— 12'MAX.O.C. H,SHEET 9 =W to INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX. SHEET 6 SHEET 7 2°Mme' 5'MAX.O.C. W V O m :D 'aN THE SCOPE OF THESE INSTRUCTIONS. I-z mp Y TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION o O4 O z ono 6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR O O '� Z O LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) TE( STED UNIT) o z D:z m 0 SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING g >C O APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE .- SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIG 1: THEM BY THE WINDOW. SHAPES AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE SHAPE INA BLOCK ¢ '--1 GUIDE TO SHEETS: 12'O.C. W MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.5. ® rn co aty laa4s 7)DESIGN PRESSURES: GENERAL NOTES........................1 f ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME S+' Z 2 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS................................1 `C MEMBERS,SEE FIGURE 1,THIS SHEET. TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................2-5 O O Z E1300. AA DESIGN PRESSURES..................2-5 12'O.C. / (� WIDTH =i If WIDTH WIDTH—^{ f--WIDTH -r( < O z 31 s B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX. r——— ——— ———'-I r 1 r —1 z PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL•LEG..._..7 O 00 ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INT.FIN A...........B I I U// I I K O W I'INSTALLATION,INT.FIN B...........9 - La w La r' 0XW D.0- 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNERASSEMBLY...................10 6" IIx I x x LL 0 DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................10 MAX TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS PARTS LIST...................................10 INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS tT WIDTH WIDTH WIDTH--{ WIDTH--I \\\1111 I///, PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR TABLE 1: —— T —— 7 0— — T \��\\�0t1'( LYNN q�� THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT Sheet T ' COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS Type Description # , ` �•' \.10ENS�c'•(�Cn�,�� SHALL MEET THE REQUIREMENTS OF THE FLORIDA # O //� BUILDING CODE FOR CORROSION RESISTANCE. 1 7118'Loral 3116'An-.09W PVB-3116'HS 2 = _ m mU-I _ No.50705 2 7116'Laml 3116'HS-.090'PVB-3118'11 2 1 9)REFERENCES:TEST REPORTS FTL-3835,3850&7212; 3 1-1116'L IG 3116'T-7116'Air-3/16'An•.090'PVB•3118'HS 3 1 - - - 1 ELCO ULTRACON NON ELCO CRETEFLEX NOA;ANSI/AF&PA 4 1-1116'Laml.10 3118'T-7116'Alr.3116'HS-.090"PVB-WIG'HS 3 NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN D I ----WIDTH =l Imo- WIDTH--I N-WIDTH+{ I+-WIDTH �I 'A 7 .Z. IS Q; 5 7116'Laml 3116'An-.080'5G-3/16'An 4 _ _—— —_— Q 3 U/ MANUAL (-—— — "1 — TE OF 6 7116'Leml 3116"HS-.090'SG-3116'HS 4 �� TTT r %� 41/16'Larnl. �ViG"Alr-&16'An•.090'SO-3I18'An 5 r � _ � F10)THE 720 SERIES USES A PVB INTERLAYER,THE 620 SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES -3116'HS-.090'SG-3118"HS 5 c0 wcu /' �S/ONAI � "MAY ALSO BE REFERRED AS THE 701 SERIES. QA ' RLAYER'BY KURARAY AMERICA,INC. s = I r = I I x 1 l 1 111111' TERLAYER'BY KURARAY AMERICA,INC. 1 1 1 A.LYNN MILLER,P.E. L P.E.#5870.5 Z__� 7 U=A_ TABLE 2: Window Design Pressure(+1-,psf)for Glass Type 1 Lmg Side(n) 7116'LAMI ED P67.718 72 76 80 64 BB 92 100 04 109-112 GLA STACK30 +1.80 +/-80 +1.80 +1-80 .180 +1.80 0-60 +/80 + +1-80 32 +I.BO +1.60 +1-80 +IAO +1.80 +1.80 +1.80 +1-80 +1.60 +1-80 .090"PVB I RLAYER 34 +1-BO +1-80 +/-80 +IAO +1.80 +1.80 +180 +180 +1-79.8 3116-HEATS NGTHENED GLASS 36 +180 +1-80 +1-60 +180 +1-80 +1-79.7 +1.77.2 +/•75.1 +/-73.4 +1-72.2 6'ANNEALED GLASS PRODUCT REVISED 38 +1-80 0-80 0.80 +180 +1-78.1 +1-75.2 +1-725 +/-70.3 +/58.5 +1-66.3 n complying with tiro Flmida +1-80 +150 +1.79.8 .1-77.2 +1-74.3 +1-71.3 + +155.1 +1.63.4 +1-81.6 q Building+150 +1.60 +1.77.4 +1-74.3 +1-71.3 +/-88.2 +54.7 +181.8 +1.59.8 +1-58.2 11 A:ccplancc No)�'O 4 +/-80 +1-60 +I-78.9 +1-75.4 +1.72.1 +158.9 +1.85.6 - +1-59.7 +1-57.5 USED T CURVED tmncn Date € FRAME ME KERS ONLY 29 518 - 48 +1.80 +150 +1-77.2 +1-73.6 ./-70.1 +/580 +153.5 *180.3 +157.7 Imo- LONG SIDE - By_ •g 48 +150 +1-79.3 +1.75.6 +1.71.9 +158.3 +154.9 +1-81.5 +1-582 @ 1 !6'O.C.MAX. GLASS BITE Miar I nde Product ntro rn 50 +1-s0 I +I.77.5 +1.74.1 +1-70.3 +1.66.7 +1.631 +1-59.7 E +/-79.1 +1-75.8 +1-72.4 +158.8 +185.1 +1.01.5 1-3 +1-77.4 +/-73.8 +1-70.5 +1-67.3 +153.5 SH ET ; NO CHANGE THIS SHEET +1-75.8 +l-72 •1-58.8 *155.9 EXTERIOR I u DATE:07/02/15 +1-74.2 +1.70.3 +158.8 20 t3 m 0.727 +158.7 +155GLASS TYPE 1 +1.71.z *r5zt+1-69.7 +1-65.5 �- LONG SIDE 0-68.3 +157 NOTES: Y Q 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT � N to .ABB 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE Y� ?0 Of v O 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WrfHIN. O O N TABLE DIMENSIONS MAY BE OJ m W N ORIENTED VERTICALLY OR O-0 N J p ? AO r HORIZONTALLY AS SHOWN. Z U. LL W UU X� 0 UJ 0 LU z O� w '°N TABLE 3: > Window Design Pressure(+I-,psf)for Glass Type 3 �/ o Z a Z m p W Long Side(in) 1-1116'NOM. J 67-718 72 78 80 84 BB 92 98 100 104 108-112 GLASS STACK 7116"LAMINATEO � B7 N 30 +1-BO +150 +1-80 +150 +180 +1-80 080 +150 +/m +/80 +180 GLASS STACK Q F• 32 +1.80 +1.80 +1.80 +1-80 +180 +1-80 +/80 +/80 +1-80 +150 +1-80 3/16"HEAT SHORT L- m � W 1,,4S 34 +1.80 +1.80 +150 +/-80 +150 +1-80 +1-80 .l•B0 +r-80 +180 +1-80 STRENGTHENED GLASS SIDE I- ® S'i Z d' 36 050 +150 +1-BO +1-80 +180 +1.80 +1.80 +/-BO +1-80 +1-80 +1-80 3/16"TEMPERED GLASS N F 38 +I-60 +180 +1-80 .l-BO +180 +1.80 +150 +1-80 +I-79.4 +1-78.4 +1.74.3 -3116'ANNEALED GLASS 40 +/-80 +1-80 +1.80 050 +150 +1.80 +1.80 +/-78.7 +/-73.5 +/-70.9 +1-69 7/16'AIR SPACE 090'pVg Oo W Z 42 +150 +1-80 +150 0-80 +180 +1-80 +1-77 +/•73.1 +159.6 +156.9 +155.2 11 INTERLAYER Z °IOJS CL 44 +1.80 +1-80 +/•80 +1.80 ./80 +1-77.8 +1-74.1 *1-70.3 +157.5 +1.63.9 O 0 Z N N 46 +1-80 .1-80 +1.80 +1-80 +1-79.2 +1-75.4 +1-71.7 +/58.1 +155.1 LONG ¢ 0 Ur r m 0 48 +/80 +1.80 +/-80 +150 +1-77.2 +/-73.3 +/59.5 +1.858 USED AT CURVED SIDE wLu 50 +150 +/-80 +150 +1-79.4 .1.75.3 .1-71.3 +/-87.5 FRAME MEMBERS ONLY 29 518' U X W a a g 52 x1.80 +/-BO +1.00 +1-77.7 +1-73.5 +1.69.5 Q 11-718'O.C.MAX. GLASS BITE li p rn 54 +1-80 +180 +1-79.8 *I-76 *1.71.0 1-3 BIi1 '°sea s°uB$ 56 080 +1-80 +1-77.5 +1.73.8 5B *1.80 +1-79.4 x/•75.4 EXTERIOR \���N.I LYNN nl� 60 +1.80 +/-77.8 •1.73.5 a 22 21 13 _►I SHORT I- 0 82 *180 0.75.8 SIDE t-- Ql> V\CENSF i O9 +/•78.8 +1.74 64 +1.77.z GLASS TYPE 3 �:;:' `.Ir _ No.50705 67-7/8 1 +1.74.9 1 NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. _�'�•'• f L 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE0 SHORT OR LONG DIMENSION. E 1J 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ,�" ST 7C F rdAVIII I Fr�,; A.LYNN MILLER,P.E. P.E.N 58705 TABLE 4: Window Design Pressure(+/-,psf)for Glass Types 2&4 Long Side(In) 87-7/8 72 76 60 1 04 1 88 92 1 96 100 104 109-1/2 112 116 120 124 128 132 136 140 144 30 +/-00 +1.80 +1-00 +1.80 +1-80 +1.80 +1.80 +1.80 +140 +1.80 +1-80 +1.80 +140 +1.80 +/.80 +/-80 +1.80 +/-80 +/.80 +1-80 32 +1.80 +1-80 +1-60 +1-80 +1.80 +1-80 +1.60 +1.80 +1.80 M-80 +1-80 0-80 +1.80 +r.g0 +1.80 +/.60 +1-80 +1-80 +/-80 34 +1-80 +/-80 +1-80 +/40 +140 +1-80 +1.80 +140 +/40 +1.80 +1.80 +1-80 +4.80 +4-80 +1.80 +/40 +1-80 PRODUCT REVISED 36 +/-80 +1.60 +140 +1.80 +1-80 +1-80 +I-80 +/-80 +1.80 +1.80 +/40 +1-80 0.80 +140 +140 H-Bo °s wwrilying with ep Florida 38 +1.60 +4.80 +140 +1-80 +140 +1-80 +1.80 +l-so +140 +140 +140 +1.80 +1-80 +!-8D BuildingC No 15-0528- 40 +/-80 +I40 +140 +140 +140 +140 +1.80 +1.80 +1.80 +140 +1-80 +1-80 Acpir li i of '2& 40 42 +1.80 +r40 +4-80 +/-so +/-80 +/-80 +1.80 +1.80 +/40 +1.80 +/-80 B.pimtio t Dole _ J9 44 +140 +1-60 +440 +I-80 +1.80 +1.80 +I-80 +1-80 +/-80 +/40 ri 48 +140 +140 +1.80 +1.80 +1.60 +1-80 +1.80 +1.80 +1.80 Miw'Dade Product ntrol 15 48 +1-80 +140 +1.80 +l-8D +1.80 +140 +140 +4-80 50 +1-60 +/•80 +1-80 +1.80 +1.80 +1-80 +1-80 g 52 +140 +I-80 +140 +140 +140 +1.79.1 NO CHANGE THIS SHEET to 54 +140 +140 +1-80 +1-80 +1.76.6 It DATE:07/02/15 56 +140 +/.90 +1.80 +I-79.1 m 58 +140 +1-80 +/40 60 +140 +140 0-79.3 u 62 +/-80 +4.80 84 +1-80 +I40 66 +1.80 M Y Q 87.718 +1-60 ; a .ABB NOTES: r 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V 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. }n O0 o 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Ur C,4 n °tD0 O ro Ov v to O Cl) N O_l NJ 00 Z g n Z LL to LL (O W wn°rp UU XT d W Z O 10 °N ~ V 1-1116'NOM. TABLE DIMENSIONS MAYBE C3 ro O r, Oma GLASS STACK 7116"LAMINATED ORIENTED VERTICALLY OR O Z a Z O N o 7116'LAMINATED- HORIZONTALLY AS SHOWN. W It GLASS STACK GLASS STACK X3/16'HEAT STRENGTHENED GLASS LONG -� O .090"PVB INTERLAYER 3/16'TEMPERED GLASS SIDE Q Q 3/16"HEAT 3/16'HEAT STRENGTHENED GLASS Imo_ LONG SIDE /-STRENGTHENED GLASS 7/16"AIR SPACE .090'PVB INTERLAYER ® CO LLI 1BBv5 3116'HEAT STRENGTHENED GLASS -� fr /� 11 SHORT 0 z t J� 11 1 5 SIDE O Lill Z USED AT CURVED_ ` -L USED AT CURVED i SHORT I-- LL z FRAME MEMBERS ONLY 29 5/8' FRAME MEMBERS ONLY 29 518" J- SIDE l- O Z LL o O @ 11-718'O.C.MAX. GLASS BITE @ 11-718-O.C.MAX. GLASS BITE Z N N 1-3 1-3 cwi W u1 �3 EXTERIOR EXTERIOR LONG SIDE �I � LU 11_ a LL (� 20 13 G1 22 21 13 � BJut '�sao s°uag r LONG GLASS TYPE 2 GLASS TYPE 4 ssIDET / SIDE ��� \1{141'NN lA7 No.58705 SHORT 1Y SIDE A.LYNN MILLER.P.E. RE.p 58705 TABLE 5: Window Design Pressure(+4,psf)forGless Types Long Side(In) 7116"LAMINATED {..._ 87.718 72 76 80 84 Be 92 96 10D 104 109-1/2 GLASS STACK ! 30 +901-125.4 +901.120 +901.115.5 +94.111.5 +901.108.5 +911.105 +90/•104.5 +901-103.5 +94.1025 +907-100.7 +94-97.9 32 +901.116.9 +90'•1108 +901.105.3 +951.101.6 +901.987 +901.95,7 +901.92.3 +9W-90.6 +90!.90.3 +7.89.9 +1.89 -.090'SG INTERLAYER 34 +901-108.9 +901.103 +901.9fl8 +94.95.1 +90/.91.0 +1.88.2 +684.4 +1.81.5 +180.1 +1.79.8 +1.79.4 3116°ANNEALED GLASS 36 +905.4026 +90697.1 +94-928 +/-86.9 +1.65.5 +1$28 +679.7 +t-77.2 +1.75.7 +1-73.4 +1-72.2 3116"ANNEALED GLASS 36 +901.98.4 +94.92.2 +1.887 +663.2 +/-80.7 +1.781 +1.75.2 +6725 +1.70.3 +1.68.5 +1.66.3 PRODUCT REVISED 40 *905.94.6 +1-88.2 +t-82.6 +1.79.8 +1-772 +f 74.3 +1.71.3 +5.879 +185.1 +1.63.4 +f81.6 4 t 1 m emptying with the Florida 42 +901.91.3 784.7 +1-80.7 7-77.4 +1-74.3 +1.71.3 +1.88.2 +!•84.7 +181.8 H59.8 +1.58.2 13.1 ins Coda 44 +1•$83 +1.82.4 +t-78.9 +t-75.4 +1.72.1 +1.88.9 +1-65.8 +1822 +/59.7 +1.57,5 USED AT CURVED Accaptvua No is_052a. S• 48 +1.854 +1.83.8 +t-77.2 +1.73.6 +1.70.1 +1.668 783.5 +180.3 +157.7 FRAME MEMBERS ONLY 2g 518" pimii tI?ata ' I 48 +/-827 +l-79.3 +L 11.718'O.C.MAX. 75.6 */-71.9 +l-68.3 +7.84.9 +1.81.5 +l-582 GLASS BITE e 50 +1-80.9 +/47.5 +/-74.1 _-70.3 +186.7 +183.1 x159.7 ��- LONG SIDE B N 52 +/-781 N-75.8 7.724 +188.8 +1.85.1 +181.5 1-3 Y -�-- Mia Date Product 54 _-77.4 +1-73.3 _-70.5 +1.87.3 +183.5 EXTERIOR srloRT NO CHANGE THIS SHEET 58 +1-75.8 .672 +/.68.6 +1.85.3 20 13 SIDE RATE'47/Q2/15 58 +t-74.2 +J-70,3 +t-88.8 60 +1.727 +/-68.7 +165 GLASS TYPE 5 E 0 62 +/-752 +1-87.1 64 _89.7 +1-65,5 a 66 67.718 LONG SIDE --+j NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT ^ /�� w a 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE Y� >_ 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW S1ZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. + 0= 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. ..1� O v O 0 c i at°° O N W TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 0c Z 9 HORIZONTALLY AS SHOWN. Z uNju. co -1 ­0 p TABLE 6: L)L) X E) O O Z 02 `O 5 oN Window Design Pressure(+f-,p$QforGlass Type 7 �j w m 0 (7 smD yy �7 C7p rn z0 m o Latg Side(inj o Z O.Z 61.718 72 76 80 84 08 92 98 100 104 109-112 1-1116'NOM. W O 30 +9D7.130 +901-130 +94-130 *901.126 +901-171.8 +901-119.8 +90!•1181 *901-117 +94.115.8 +901.112.7 +94.509,9 GLASS STACK -� 7116'LAMINATED Q <t 32 +901.13D +94-125.1 +90/•118.9 +94.114.8 +9W-111.5 +9D1-108.1 +901.104.3 +901.102.4 +901.102 +901.101,4 +94-99.7 GLASS STACK }- 34 +901-123.1 +94.1164 +901411.7 +94.1075 +901-103.8 +901-99.7 +9x.95.3 +901.92.1 +901.9D.5 +1.90 +/-89.8 SHORT 36 +901.116 +94.1096 +9W-104.8 +94.100.5 +901.96.6 +901.93.3 +690 +1.873 +1.84.9 _.82.3 +1.81.2 3/16'ANNEALED GLASS 71 W 7aa9S 36 +907.111.2 +94-104.2 +901.97.9 +90694 +9W.91.1 +1.88.2 _•84.9 6 3116'TEMPERED GLASS SIDE Of 40 +901.106.9 +94.99.8 +901-D34 +94.90.1 1• + 81.9 +1.79.4 +t-76.4 +1.74.3N Z 87.2 +684 +1.80.5 +6767 +/-73.5 +1.70.9 +189 3/16'ANNEAtEO GLASS 42 +9W103.2 +94.05.7 +961.91.2 +i-67.4 +5.84 +i-fiQ6 +5.77 +5.731 +1.89.6 +1.08.9 *1.65.2 7118"AIRSPACE- -y _-�,090'SGINTERLAYER (NtJ Z L 44 +901-99.7 .•+94.93.1 7.89.1 +1-852 +1-81.4 _•TZ6 _-74.1 _•70.3 +187.5 +!•63.9 ❑ a 46 *905.98.5 +94-91.3 +7.87.2 +!•83.2 +1•79.2 +1-754 +i-71.7 +1.661 +185.1 5 11 O �? Z N N 'o A8 ♦901.93.5 +/-89.6 +/-85.4 IIs +1.81.2 +1.77.2 +1.73.3 7.695 _.85.0 x 50 *905-91.4 +1-87.8 +1.83.7 +1.79.4 +t-75.3 +1-75.3 +!-$7.5 USED AT CURVED // LONG ❑ V, g 52 _•69.4 +1.85.5 _-81.8 +1-77.7 +1-73.5 «189.5 FRAME MEMBERS ONLY 29 Ste f/ SIDE w rn 54 +/-875 +183.4 +f-78.8 +f-T8 +!•71.8 Caj 11-718'O.C.MAX. GLASS BITE u O D-D- 56 +/-05.6 +1-81.4 +1-77.5 _-73.8 1-3 epl1 wrap saua5 58 +f-03,6 +1.79.4 +1.75.4 00 7-821 _-77.8 +1.73.5 EXTERIOR 62 7-80.4 _-76.8 I till!it l tillfl 88 _-782 +1 T4 !v] 22 21 13 �{ SHORT \��\\ W•I:_ Qi4���%� s7a111 +674.9 GLASS TYPE 7im ��.• �.10ENSF,� F ,. NOTES: `` '•X 1)SUCK DIMENSIONS SHOWN,FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO•TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. No.58705 - 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, ...0•,• is U y 4)THIS SHEET APPLIES ONLY 70 FLANGE AND EQUAL-LEG WINDOWS.00 NOT USE WITH FIN-FRAMED WINDOWS, S A1'L• F ,• y�\- 'r';ONAll- A.LYNN W1 LER,P.E. P.E.t158705 TABLE 7: Window Design Pressure(+l-,psQ for Glass Types 6&B Long Side(In) 67-718 72 76 80 84 88 92 98 100 104 109-112 112 118 120 124 128 132 130 140 144 30 +901-130 1 +901-130 +901-130 +901.130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901.130 +901.130 +901-130 +901-130 +901-130 +901-130 +901.130 32 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901.130 +901-130 +901-130 34 +901-130 1 +901.130 +901.130 +901.130 +901-130 +901-130 +901430 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 PRODUCTREVISED 36 +901.130 1 +901-130 +901-130 +901-130 +901-130 +90!-130 +901.130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-13D +901.130 oscomplying�AthdwFlo" 38 +901.130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901.130 +901-130 +901-130 +901.130 +901.130 +901-129.2 +901-127.3 Ao m mock 16-0 5Z8.2h 40 +901-130 +901-130 +901-130 +90/-130 +901.130 +901-130 +901.130 +901-130 +901-130 +90/-126.8 +901-123.2 +901.171 Accepli, at R.c imtin,DNo 19 42 +901-130 +901-130 +901-130 +901-13D +901.130 +901.130 +901-130 +90/.129.3 +90/-123.2 +90/-119.7 +901-116.4 44 +901-130 +901.130 +901-130 +901430 +901-130 +901-130 +901-130 +90'-124.5 +90/.119.4 +901.115 By 48 +901-130 +901.130 +901.130 +901.13D +901-130 +901-130 +901-126.9 +90/-120.5 +90/-115.3 Miem')c&Product otro 48 +901.130 +901.130 +901.130 +901-130 +90/-130 +90/-129.7 +901-123 +90/-116.5 50 +9o1-13o +9omw +90/-130 +901-130 +901-130 +90/-126.2+89.41-119, a NO CHANGE THIS SHEET P 52 +901-130 +901-130 +901-130 +901-13D +90/.130 +88.81.123 cn 54 +901-130 +901-130 +901-130 +901-130 +68.8/-127.1 a DATE:07102/15 56 +001-130 +901-130 +901.130 +89.41-129 58 +901-13D +901-130 +901-130 60 +901-130 +901.130 +89.61-129.31 62 +901.130 +901-130 z 64 +901-130 +901-130 66 +901-130 c) Y Q 67-718 +901-130 to -�aa NOTES: Ofa 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. >-Lo to N 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. C9 N n a155 0 aQ 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. N a LU o O-j rn-J Ca Z 8 Z W U)LL. s0 J u.uoi0 O W UU X� o 0 Fil--Z 030 `T ON TABLE DIMENSIONS MAYBE o� y O Oma ORIENTED VERTICALLY OR to O ZO "r 1.1/16'NOM. _JJJ��� HORIZONTALLY AS SHOWN. Z O_Z F W W GLASS STACK 7116"LAMINATED LONG g IM O 7116'LAMINATED l.� -1 In GLASS STACK I � GLASS STACK SIDE LONGSIDE ¢ ~ .090'SG INTERLAYER 3116'TEMPERED GLASS 3/16'HEAT STRENGTHENED GLASS I� m � W laay5 3116"HEAT 3116"HEAT STRENGTHENED GLASS ® m Z of 3/10*HEAT STRENGTHENED GLASS-_,, STRENGTHENED GLASS 7/76'AIR SPACE W Z .090'SG INTERLAYER SHORT �/ O 4SIDE W 11 -I SHORT Q O X olwg z IL USED AT CURVED 11 5 �l SIDE 0 Z N N USED AT CURVED Ur n cQ FRAME MEMBERS ONLY 29 518' 518• FRAME MEMBERS ONLY 29 w a0 11-718'O.C.MAX. GLASS BITE GLASS BITE U W W a d F4 Q 11-718'O.C.MAX. X W 1-3 1-3 �- LONG SIDE -►� W io a17ll '�sa0 saua5 EXTERIOR EXTERIOR 20 13 G'j 22 21 13 SSIDHOLONG E Nly RT $/ SIDE ����\1NV 1LYI GLASS TYPE 6 GLASS TYPE 8F�'� No.68705 SHORT 7 S �_ SIDE r ;��`•. SiAYG i• '`�,,1: 140 •. C� /UNAL ��'' A.LYNN MILLER,P.E. P.E#58705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE — EMBEDMENT DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, a TYPE A 114'MAX SEE NOTE 2,THIS SHEET EMBEDMENT SHIM —�� TYP.ANCHOR TYPE,EMBEDMENT AND - EDGE PRODUCptUAlh tho EDGE DISTANCE PER SUBSTRATE, DISTANCE p9 CO01plYi"g wtlh the Pblida SEE TABLE 6,THIS SHEET Doilding ec N EDGE Acc-plMceNo Is-Os .'Zr. DIST B%Imli nDnte 114"MAX 1 SHIM Mi Mi t ode Product o 4 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE - - NO CHANGE THIS SHEET 11 DISTANCE PER SUBSTRATE, DATE: THIS S SEE TABLE 8,THIS SHEET , USED AT CURVED 11 m 28 FRAME MEMBERS ONLY EXTERIOR Q 11.7/6'O.C.MAX. CONCRETE/CMU PER ANCHOR I � VISIBLE LIGHT WIDTH= REQUIREMENT I� WINDOW BUCK WIDTH-2-314' WINDOW BUCK WIDTH CONCRETE/CMU M Q WINDOW EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR BUCK REQUIREMENT O Q HEIGHT a 1/4'MAX.SHIM �-{ HORIZONTAL SECTION A-A >- �. amu C) 0 IO N N .N�F d TIP-TO-TIP J c`� U) WINDOW #12 STEELO J N J Q Z 4S l i HEIGHT VISIBLE SELF-DRILLING SMS Z LL t U- c0 J "Na 0 LIGHT (G5),SEE TABLE 8, TABLE B: =LL W Min.EdgeMEmdmen.1Max O.C. O O X o O HE GHT WINDOW THIS SHEET Anchor Su circle Distance ment Spacing W Z O eD F 'eN BUCK P.T.Bootham Ina(SG=0.55) 9!R. 12" o U-1 m O O Onto HEIGHT- Aluminum,6063-T6 min. 18' • 12 r (j z C3 2-314^ INSTALLATION -- a12 or#14416 ss Sorew A36 Steel 316• • 1r z a z °' O METHOD ml D Steel Stud,Gr.33 min. 31S Ga 12 v a� INSTALLATION ANCHOR --- P. Souttrom Pine(SG=0.55) 9118' 12° J O UNDERNEATH THE A minum,60S3-T6 min. 3/8' ' 12' Z BEADING #12 or Slecl Screw(G5) Q O EXTERIOR A38 Steel 316' • 12' m IaayS el Stud,Gr.33 min. 318' 0.045.08 Ga)' 12' ® Z q CI�I7 114.410 SS CreleFle% Ungrou ed CMU,(ASTM C90) 2-117 1-114' 12' MIAMI-DADE APPROVED MULLION ncrete,(min.3.35 keq 1' l-T4• 12• z 21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.2.85 ksl 1' 13/4' 12' < O � aloas 6 STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 ks0 2-1IY 1318' 12' a Z Z SEE SUBSTRATE PROPERTIES, 114'Steel Ultmcon Ungrouted CMU,(ASTM C-90) 2-112 1.114' 12' 0 W N N 5 TABLE 8,THIS SHEET Grouted CMU ASTM C-90 2-112 1-314' 12' 0 O t-" �1/4'MAX SHIM Concrete(min.3.5 ksl) 1-1f4' 1.314' 12• U W aza 5116'Steel Ultmcon Grouted CMU ASTM C-90 2-112' 1.314' 12' X �l IL D. MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL. u.. 1X WOOD BUCKSTRIP, ellJl 'asap saua5 SEE NOTE 2,THIS SHEET ���ON•(LYNN CONCRETE PER a�.• t�GENSF'•.�F,p EMBEDMENT ,. ANCHOR INSTALLATION NOTES: Q' REQUIREMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.50705 • ° 2.W000 BUCKS DEPICTED ON THIS SHEET AS'IX'.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-11/2.1X WOOD BUCKS ARE - r. - INSTALLATION 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. ro 7 t JC TYPE B DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING n'•, ST\Tt,E OF SUBSTRATE,SEE TABLE 6,THIS SHEET JURISDICTION. %,�',;°<0Rtn"`.•'• \`�� 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 L LYNN MILLER,,P.E. P.EX 58705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE TYPE G TYPE F DISTANCE NOTE 2,THIS SHEET EMBEDMENT _ EMBEDMENT SEE NOTE 2,THIS SHEET v INSTALLATION 1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND TYPES _ r—� EMBEDMENT SHIM EDGE DISTANCE PER SUBSTRATE, DISTANCE EDGE PRODUCT REVISED n; B SEE TABLE 9,THIS SHEET as complying with the Florida EDGE 87uil tCoda cccpla DISTANCE Ancc No 15'05 28.24 2 iration Dale )CI t-1/4'MAX i4y 2 SHIM nAie Dade Product ntr 4 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE NO CHANGE THIS SHEET 11 DISTANCE PER SUBSTRATE, 11 DATE:07/02/15 SEE TABLE 9,THIS SHEET EXTERIOR m USED AT CURVED q 1� EXTERIOR 29 FRAME MEMBERS ONLY •d. 5 a: 11-718'O.C.MAX. I VISIBLE LIGHT WIDTH- @ CONCRETElCMU I t`� WINDOW BUCK WIDTH-2-314' ' PER ANCHOR a: REQUIREMENT WINDOW BUCK WIDTH CONCRETEICMU 1I' a ^a PERANCHOR 5 U) WINDOW _ BUCK HORIZONTAL SECTION C-C REQUIREMENT HEIGHT 1/4'MAX.SHIM — O (n o C7 N n a7°0 K `9 #12 STEEL Oj W --i o Cq SELF-DRILLING SMS p.-.t o'-� o z •r9 t; VISIBLE (GS),SEE TABLET Z LL N W unoip LIGHT THIS SHEET TABLE 9: =lL .- HEIGHT= Anchor Subslrelo Min.Edge Min.Embedment Max D.C. O O X LQ O 0 WINDOW Distance spacing W— O� co O 'ON BUCK P..Soul m P ne(SG=0.55) 9f 6" -318' 1 oµZ1 -O U` DNO HEIGHT- Aluminum,6083.75 rein. 18' .063'• 2• n> p O Z p 2-3/4• INSTALLATION a12 or#t4 410 ss screw o A38 Steel 318• 0.063'• 12' �Z d Z � O TYPE H Steel Stud or.33 rein are 0.045(18 Ga 12 �" 1= Z LL P.T.Saulhem Pine(SG=0.55) 9118' 1-318• 12' O O EXTERIOR #12 or#14 Steel Screw(G5) Aluminum,6083-T5 rein. 318' 0.OB3•• 12- A36 Steel 318• 0.003'` 12' Steel Stud,Gr.33 rein. 310' 0.045'(18 Ga ' 1Y -u PCqC'4 114'410 SB CreleFlek Unlimuled CMU,(ASTM 0410) 2-117 1-1/4' 12' ® z F-- MIAMI-DADEAPPROVED MULLION Concrete(min.3.35 kal) 1• 1.3/4' tY f Z 21 (SEE SEPERATE NDA),ALUMINUM, Concrete(min.2.85 kal 1• 13/4' 12' STEEL FRAMING OR STEEL STUD. a Z W 8 SEE SUBSTRATE PROPERTIES, 1l4'9leel Ullracon oncree(rein.2.85 keq 2-717 1318' 1Y aTABLE 9,THIS SHEET n➢muted CMU,(A97M G90) 2-117 1.714' 12' OGrouted CMU,AS7M G90 2-117 1.3/4' 12'5 —1/4"MAXSHIM Cancmte(rein.3.5 kat) 1.114' 1-3/4' 12' w OJ5116'Steel Uhracon O W 7Grouted CMU ASTM G90 2-112' 13/4• 72' X O MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL_ W a/7!1 asad seuas 1X WOOD BUCKSTRIP, SEE NOTE 2,THIS SHEET ����t Y LYN N 4�i1 ''.. ' P�.•- ��cENSF•.l�. CONCRETE PER '•.'P EMBEDMENT ANCHOR INSTALLATION NOTES: )Y • e•� REGUIREMENT _ No.50705 • 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ �`r = INSTALLATION 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'I X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE •EDGEANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED ASW ARE 1-112'THICK OR GREATER. Q SE� T Ts ;'4Iff 7YP. TYPE F �— DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING �'• S �✓ SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. iSi '..,GRIDP,.•''�,�. 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 OR FRAMING.SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET _ SEE TABLE 10,THIS SHEET TYPE J TYPE K EDGE EDGE _ DISTANCE INSTALLATION �� DISTANCE MAX $HIM EDGE DISTANCE -� TYPE I ���"'lll � SN1 ///111 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP PRODUCTRBVISED 111111 OR FRAMING,SEE OR FRAMING,SEE as complying with rho Florida _ NOTE 2,THIS SHEET NOTE 2,THIS SHEET Uuitding C°dc t 5 -0 114 114"MAX Au Talion Date q 3 SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, B 4 6 SEE TABLE 10,THIS SHEET Tt Dade Predaxl 0%,01l EMBEDMENT 11 3 EMBEDMENT NO CHANGE 07/02/15HEET EXTERIOR. USED AT CURVED I m 29 FRAME MEMBERS ONLY VjL @ 11-716"O.C.MAX. u 11 a EXTERIOR WINDOW 4BUCK HEIGHT {,� VISIBLE LIGHT WIDTH= 5It WINDOW BUCK WIDTH 1/4'MAX.SHIM NDOH-2-314 - >. v Q — WINDOW BUCK WIDTH �� � LGNT INSTALLATION HORIZONTAL SECTION E-E a LL N g z a HEIGHT= TYPE L 2 u')w to -J °M°�o CS W WINDOW U U X W o C] BUCK #10 STEEL z ° HEIGHT- SELF-DRILLING SMSLU m Q s O 2.3/4" (G5),SEE TABLE 10, R Z 0 0 V Z � THIS SHEET �" F a TABLE 10: aa Anchor Substrate Min.Edge Max.O.C. J co TL Distance Spacing Q 2-V2"x.113'Box Nell I P.T.Southern Pine(SG=.55 5/18" 5" 2-1/2"x.131'Common Naii P.T.Southern Pina SG=0.55) 318" 5" z O 21 2-1/2"x.1451 RoofingNall P.T.Southam Pine SG=0.55 3/8" 5" 6 2X WOOD BUCKSTRIP EXTERIOR P.T.Southam Pine SG=0.55 112" 5' O ¢ Z OR FRAMING,SEE 0.0@3'Aluminum,6083-T5 min. ]5116' /18" 5" < J °i°s #RO x 1'Strei Screw* U. Z_ NOTE 2,THIS SHEET 1116"A38 Steel " 5' ao 0.045' 1B Ga Steel Stud,Gr.33 5" ~ W N N 114"MAX SHIM MIAMI.OADE APPROVED MULLION LU Z n°� "MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. refit (SEE SEPERATE NOA),ALUMINUM, D LU X Z d Q ...._„"" STEEL FRAMING OR STEEL STUD. t1.. agll °sap roue INSTALLATION TABLE'�-- SUSRTHIS SHEET S TYPE J SEE SUBSTRATE PROPERTIES, I EDGE ays7ANCE `�.����aC1Y LYNN�1i���r �L INSTALLATION NOTES: •;4\a� 410ENS�;'•{�F,�1 i+-- EMBEDMENT P.ANCHOR TYPE,EMBEDMENT D EDGE DISTANCE PER 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Tip No.58705r'�r AN SUBSTRATE,SEE TABLE 10,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEETAS"1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD BUCKSARE - l �"•'�: -' OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X'ARE 1-1t2"THICK OR GREATER. �� tX VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ),'•, STATE OF [� JURISDICTION. -,.t• •' .,L� 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. URlAi..� 4.IF APPLICABLE.LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES 70 WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 ZX WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE MINSTALLATION EMBEDMENT DISTANCE NOTE 2,THIS SHEET INSTALLATION TYPE M _ FOR THIS INSTALLATION TYPE N — EMBEDMENT METHODONLY, 'FOR THIS INSTALLATION �o {� ,MAX ANCHORS MAY BE NO METHOD ONLY, I 1/4SHIM MORE THAN 6'O.C. •° ANCHORS MAYBE NO EMBEDMENT 1X WOOD BUCKSTRIP,SEE PRODUCT REVISBD • MORE THAN 6"O.C. 1 U 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET as cauplying wish tho Florida KIHIEET Building Cc& Acceptoncc No �1/4°MAX .ANCHOR TYPE,EMBEDMENT AND L piratio�1, 0 3 SHIMDGE DISTANCE PER SUBSTRATE, By By Mi4 TYP.ANCHOR TYPE, SEE TABLE 11,THIS SHEETMie EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. Ii NO CHANGE THIS SHEET 11 SEE TABLE 11,THIS SHEET 1 3 z DATE:07/02/15 USED AT CURVED EDGE EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE D EDGE z @ 11-718'O.C.MAX. , DISTANCE rc CONCRETE/CMUPERANCHOR REQUIREMENT t1 CONCRETE/CMU ; aU Q WINDOW PER ANCHOR BUCK VISIBLE LIGHT WIDTH= 5 REQUIREMENT � ^ra HEIGHT 1/4'MAX.SHIM IIIA WINDOW BUCK WIDTH-2-314' ❑ N O WINDOW BUCK WIDTH EXTERIOR (}9 to d' eto0 O N N �, w 2 17 VISIBLE HORIZONTAL SECTION G-G o N J CD z s INSTALLATION TYPE O Z to LL (0 ° 0 LIGHT =W -uj - LU 2 UU x- HEIGHT= FOR THIS INSTALLATION _ co 5 �M WINDOW 'METHOD ONLY, TABLE 11: F Z LU m O N BUCK ANCHORS MAY BE NO Min.Edge Max.O.C. CD> HEIGHT- •MORE THAN 6"O.C. Anchor Substrate Distance Min.Embedment S G r-> p 0 rn ZO O 2-314' .-Z d Z .... P.T.Southam Pine SG•0.55 9/16' 1310' 6' LL fl12 STEEL 1112 cr N14 410 SS Screw Aluminum 6083-75 min. 318' 0.08Y 6' g O A36 Steel 318' 0.063' 8' -3 rn SELF-DRILLING SMS Steel Stud Gr.33 min. 318" 0.045' 18 Ga 6• Q jj (G5),SEE TABLE 10, P.T.Southam Pine SG=0.55 9/16• 1316' 6' m 7~/) raaa9 THIS SHEET Aluminum,606175 min. 318' 0.083' 6' ® m Z Z 7712 or k14 Steel Screw(GS) O F A36 Steel 3/8' 0.083" 8' 21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud,Gr.33 min. 3/8' 0.045'(18 Ga' 8' F_ Z EMBEDMENT AND EDGE U routed CMU ASTM G90 2-1/2' i•1/4' 1Y a O afoag 6 fl_ 1/4'410 SS CreteFlex _Z DISTANCE PER SUBSTRATE, `7 Concrete(min.3.35 ksp i' 13/4' fY u- SEE TABLE 11,THIS SHEET Concrete min.2.85 kcl 1' 1-314' 12' O F- 04 04 5 MIAMI-DADE APPROVED MULLION In, min.2.85 1 2-111 13/8° 1Y a ❑ Z n a0 �1/4"MAXSHIM w LLl (SEE SEPERATE NOA).ALUMINUM, 1f4'Steel Ultracon U muted CMU, ASTM G90 2-11Y 1-174' 1Y v UJ Z a a STEEL FRAMING OR STEEL STUD. Grouted CMU ASTM G90 2-112' 13/4' tY SEE SUBSTRATE PROPERTIES, tl TABLE 11,THIS SHEET 5116'Steel Ultreoon Concrete min.3.5 ksi) 1-114' 1314' 12' en/1 •asad sauas INSTALLATION Grouted CMU, ASTM C-90 z-11r 131a 1r TYPE N 1X WOOD BUCKSTRIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. \`\ ONY ILYNN 77/7/ C� SEE NOTE 2,THIS SHEET INSTALLATION NOTES: ;'' t-1(%EN;;�.'•.�Cn,P�; EMBEDMENT 1}' 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No,58705 •'fc 2.WOOD BUCKS DEPICTED ON THIS SHEET AS•1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2'.1X WOOD BUCKSARELC- OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X"ARE 1-112°THICK OR GREATER. "1T 70S 4 EDGE _ INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING U,��'•, S FAT-()Ir ~'1 DISTANCE JURISDICTION. ';C��>;•F<OHIU?..•' \C�� 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 •�r`/��U/�IAi i 1(��`" 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.0 58705 (DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES PRODUCTREVISED m muplying wish the Flmtda Building Cordo 15, 5 .2to Acceplati.No ANGLED/CURVED I3x imlial Date �1q '1 ANGLEDICURVED FRAME ASSEMBLY FRAME ASSEMBLY DY 90°CORNER 90°CORNER Mi-* cola Product Con of FRAME ASSEMBLY FRAME ASSEMBLY I I ; NO CHANGE THIS SHEET m DATE:07/02/15 I , 10 1 10 ALL CORNERS TO j ( ALL CORNERS TO USE GASKET I / USE GASKET I AND10R SEALANT I / AND/OR SEALANT / I M Y Q I / W (� // j / EQUAL-LEG FRAME > •- / FLANGE FRAME a co N d // MITERED FRAME WITH INTERIOR C}7 N r` 1 0 Of co 1FI Ill EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR I AND EXTERIOR FRAME WELDS Oj N O --� d AND EXTERIOR FRAME WELDS I (SHOWN)OR CORNER KEYS AT JO J rn o Z FLANGE FRAME (SHOWN)OR CORNER KEYS AT LL N J o v of 30 SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS z to I.L. to W c 0 O (=j W x rn '- O rn 30 o W m Y (D W eMa �> QO , O z 2.784° 2.784• 2.784" Z d Z tL .094• 1-- .094' �J If .094° --�J 0 g ° o TABLE 12: .074' ,062° .074• .062' .074° 062• ¢ z o Item T� 1.375• 1.375° m y U) iaa4s # POTPart# Description Material 1,875' .43B" } 500" .438• 500° O 1 4263C Flanged Frame Alum.6063-T5 1.000° I,n°� z _T r2 4285 Equal-leg Frame Alum.6063-T5 soo �- .05o°f00°� ��{�- •050° 1.125" - 050' Q z a 3 4256 Integral Fn Frame Alum.6083-T6 FLANGE FRAME 2 EQUAL-LEG FRAME 077° 4 4255 7/16"Lemi.Glens Goading Alum.6063-T5 O#4253C,6063-T5 O #4265,6063-T5 L— rc w N ro 6 4264 I.G.Glass Beading Alum.6063-TS 3 FIN FRAME ') X O 6-as Be 4270 Installation Fastener Corer Alum.6063-T6 O 94256,6063-T5 iT m 171 '�san sauas 6b 4224 Installation Fastener Corer Rigid PVC1 � l.� 10 705890 Gasket(at 90°comer joints) Polyethylene J—H •970^ I .3a6" 1.037° \\\��(NY LYNIy��� 11 TP247/8 Vinyl BulbWeetherstdp Flax PVC,Duro.65+f-1 875 • p .' tICENSF' 875' 13 Dau 899,OE 7700 Silicone a Equiv. ' FF III -R I 20 71652K Selling Block,Mono.3/19'x 7/16°x 4" Neoprene,Duro.85+1-1 T_7:4- 050^ -►IIS- .050 050" r No.58705 >` 21 71704AK Setting Block,I.G.3116'x 1-3/37'x 4" Neoprene,Duro.85+/-1 INSTALLATION -v 7/16"LAM] I.G.GLASS 22 DURAK716 7113"DureSeal Spacer O FASTENERCOVERGLASS BEADING 5 BEADING 63 ";p�. srnr� r: 46 29 #6 x 1-114"FH SMS Stainless Steel 4 #4270,6063-T5 #4255,8083-T5 #4254,6063-T5 �; 30 781PQX #8 x 1"Quad PH SMS Stainless SteelN ^,` A.LYNN MILLER,P.E. P.E.#58705