The URL can be used to link to this page

Home My WebLink AboutProduct Approval (2) 10/3/2016• Florida Building Code Online !E Business RProfessionali i t�pr CIS Mom! Log in User Registration j Mot Topics Submit Surcharge Stats&Facts Publications i FBC Stall S BCIS Site Map i Lida Search Product Approval ;_. USER: Public User Product Approval Menu>Product or Application Search>Aodication List>Application Detail FL# V* v1d ' Application Type Code Version Application Status BPR. 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 lens 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 Date Submitted 09/07/2016 Date Validated 09/21/2016 nttps://www.11oridabuilding.orglpr/pr app dfl.aspx?param=wGEVXCwtDqu3mwFvZ35VD3jzml%2fPhNigzKSXghHT8%3d 1/4 10/3/2016 Florida Building Code ONine Date Pending FBC Approval Date Approved 09/25/2016 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 R19 C CAC 16-0629.20.odf 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 R19 II 16-0629.20.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: 243.2 CA-740 Fixed (Large Missile Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.22.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/11/2018 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FI 243 R19 III 16-0629 22 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: 243.3 PW- 220 (Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0505.03.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/18/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL243 R19 II 16-0505.03.odf Acceptance (NCA) 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 R19 C CAC 15-0612.13.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL243 R19 II 15-0612.13.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: 243.5 PW- 620 (Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FI 243 R19 C CAC 16-0629.13.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL243 R19 II 16-0629.13.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: 243.6 PW- 720 (Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL-243 R19 C CAC 16-0629.14.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL243 R19 II 16-0629.14.odf Acceptance (NCA)for product performance information, Verified By: Miami-Dade BCCO- CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. https://www.floridabuilding.org/pr/pr_app N.aspx'. aWam=wGEVXQ dDqu3mwFvZ35VD3jztncl%2fPhNigzKSXghHT8%3d 214 10/3/2016 Florida Building Code Online Evaluation Reports Created by Independent Third Party: i 243.7 PW- 820 (Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.14.Ddf 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 R19 II 16-0629.14.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 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 R19 C CAC 13-1125.04.1)df 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 FI-243 R19 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 Rig 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 R19 II 15-0609.06 LM.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 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 Ft 243 R19 C CAC 15-0609.07 SM.Ddf 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 R19 II 15-0609.07 SM.Ddf Acceptance (NCA)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 R19 C CAC 16-0629.11.Ddf 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 R19 II 16-0629.11.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 Party: information. 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 R19 C CAC 16-0714.20.Ddf 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 R19 II 16-0714.20.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 Party: information. Evaluation Reports Created by Independent Third Party: 243.13 PW-5520(Large Missile Impact) Vinyl Fixed Window Limits of Use I Certification Agency Certificate imps://www.floridabuilding.org/pr/pr_app dd.aspx?param=wGEVXQMDqu3mwFvZ35VD:jztncl%2fPhNigzKSXghHT8%3d 314 10/3/2016 Florida Building Code Odine Approved for use in HVHZ: Yes FL243 R19 C CAC 16-06 .1 _nrtf 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 R19 II 16-0629.12.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: 243.14 PW-5540 (Large Missile Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R19 C CAC 16-0714.19 Ddf 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 R19 II 16-0714 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: 0 Contact us:: 7601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1a24 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 pudic-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,5„please click here Product Approval Accepts: ®LF�____R0 Credit Card Safe https://www.floridabuilding.org/pr/pr app dM.aSpx?param=wGEVXCmdDqu3mwFvZ35VD3jztnclg/o2fPhNigzKSXghHT8g/o3d 4/4 MIAMI- 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.miamidade.Qov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"PW-5520 Vinyl"PVC Fixed Window--L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 1 I of 11,dated 09/09/14,with revision A dated 06/08/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and 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#14-0930.25 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. 16-0629.12 M A I•DADE COUNTY Expiration Date: April 30,2020 ApprovalDate:Date: August 04,2016 7 f 2q Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 14-093 0.25) 2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, with revision A dated 06/08/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseale spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7897, dated 08/01/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 14-0930.25) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t' Edition (2014), dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0930.25) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). Manuel Pe .E. Product Controlxam' er NOA No.1 9.12 Expiration Date: April 30,2020 Approval Date: August 04,2016 E-1. PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. E. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-56 Edition (2014),dated September 27,2014,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0930.25) 2. Statement letter of no financial interest, dated September 27, 2014,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0930.25) 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon,P.E. Supervisor, Product Control Section. (Submitted under previous NOA No. 14-0930.25) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 14-0930.25,issued to PGT Industries, Inc.for their Series "PW-5520 Vinyl"PVC Fixed Window—L.M.I. approved on 04/30/15 and expiring on 04/30/20. Manuel Perez,P Product Control Exa ner NOA No. 16-0629. 2 Expiration Date: April 30,2020 Approval Date: August 04,2016 E-2 GENERAL NOTES:SERIES 5520 IMPACT RATING bESIGN PRESSURE RATING RESISTANT,VINYL FIXED WINDOW LARGE Q SMALL IM&91LE VARIES PER GLASS TYPE,SEE 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE IMPACT RESISTANT TABLES 4-13.SHEETS 8-10 REOUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY MAX.BUCK WIDTH SEE TABLES 413 HURRICANE ZONE(MVHZ). (SHORT OR LONG SIDE) MAX.SUCK WIDTH SEE TABLES 49 MAX.O.C.SEE (SHORT OR LONG SIDE) 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. B,SEE - 1.25•MAX. FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD —1- - TABLES 413 8•MAX. D,SEE_- MAX.O.C.SEE TABLES 4-8 SHEET 3 SHEET 4 LITE(CAP)MUST TEMPERED. - _ _ PRODUCT RRV�4r'Bh ............::::::=.:z... f_.....____ u�c.:•,ytioe wish Oo 3)FOR MASONRY APPLICATIONS IN MIAMFDADE COUNTY,USE ONLY MIAMI-DADE _ I B�NIJInb L'uJe COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR _ VISIBLE I Aacl:l•wce IJn GY EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND —1-- LIGHT WIDTH MAX BI1C1( '- LIGHTY VISIBLE — rxp�alrn Li le •J � CONCRETE WITH MIN.KSI PER ANCHOR TYPE. r ---•(___________ HEIGHT,SEE 4)ALL WOOD BUCKS LESS THAN 1.1/2'THICK ARE TO BE CONSIDERED IX I I TABLES4-13r '—(� --- -� {iY._,ni _-hY .ci d .i (LONG OR I (----------- INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO !I SHORT SIDE) SUBSTRATE.WOOD SUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1%AND 2X ' / VISIBLE , I / NB�� ' JR-OPi104118-ADDED SPACERS BUCKS(WHEN USED)SMALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE HT A.SEE C h TO SHEET 11. LI STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE I I LIOMT C.SEE ... ENGINEER,(EOR)OR ARCHITECT OF RECORD.(AOR). I / HEIGHT SHEET 3 i HEIGHT SHEET 4 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR /�_ 'I i MAX.BUCIC STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. HEIGHT,SEE INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING MAX.O.C. i I TABLES 4-9 STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES I (LONG OR Q AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4-13 MAX.O.C. I SHORT SIDE) SEE i 2 '"•tJ 8)MAX'1l4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT TABLES , O b IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED ----------- 4-9 '- " _ __ �j O ...--- LOADS.WOOD BUCKS,BY OTHERS.MUST BE SUFFICIENTLY ANCHORED TO RESIST B—111 J ""'2""' `"' r •IcQ O ..............._ LOADS IMPOSED ON THEM BY THE WINDOW. rim. -� I-�- D-� - icy MAX ...... TYR EQUAL-LEG/BOX 8 d 7)DeslcN PRESSURES: TYP.INTEGRAL FIN&J-CHANNEL A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE,FRAME FLANGE_FRAME"(90•CORNERS) FRAME(90•CORNERS) Z 10 LL- _ ANALYSIS AND GLASS PER ASTM El 3W. 5 c� X V B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE (ANCHORED THROUGH NAIL FIN) TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. -qua MX78•MAX. Z $ (MAX,. -� �+-- ^W —17 O O 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE I / r >Z a 2 1' WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3% � 8'MAX' "y Q a STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.8 \ -7 / MAX, Zp LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. SEM TABLES MAX.O.C.SEE /'✓%� O.C. J e- ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET I TABLES 4-9 r SEE �p 3 W THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 4-13 + i TABLES g g •B 7•+v5 1 11 49 ;jlT7 Z 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX.O.C. CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING SEE TABLESZ JURISDICTION. / VISIBLE 4.13 VISIBLE Z wsF LIGHT / LIGHT 10)REFERENCES:TEST REPORTS FTL-7887;ELCO ULTRACON NOA;ELCO CRETEFLEXHEIGHT HEIGHT LL NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE 6 / MAX.BUCK BRONZEAJGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN _ MAX.BUCK / /� HEIGHT,SEE Z } SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAFBPA NDS 8 ALUMINUM DESIGN HEIGHT,SEE Z W s TABLES 49 j o MANUAL TABLES 49 (LONG OR l l)-PVB-_.090'BUTACTE®PVB BY KURARAY AMERICA,INC. LIGHT WIDTH SHORT SIDE) LIGHT WIDTH "3G'-.0W SENTRYGlASOINTERLAYER BY KURARAY AMERICA,INC. ) ♦11 t1Y LY �A' GENERAL NOT'ES,. 8'MAX ...._ .. ', f ♦♦`,��.•.••.NN•IJ'i 1 VISIBLE LIGHT FORMULAS — 1_ L ��'1',. N dF',•. ' ELEVATIONS._..............................1 WIDTH:BUCK WIDTH-43118' f --� �— --••-��- 1.25'MAX. FRAME.GLASS 8 ANCHOR MAX.D.C. '^I I(�.._, 8'MAIL 1,28• MAX.O.C.SEE TABLES 49 , OPTIONS............-_.............2 HEIGHT:BUCK HEIGHT-47118• MAX *_- SEE TABLES 413 MAY, INSTALLATION,FLANGE 8 USED: MAX.BUCK WIDTH SEE TABLES 413 __ MAX.BUCK WIDTH SEE TABLES EQUAL LEG..........................$ STANDARDS ' INSTALLATION,INTEGRAL flNB •2014 (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) 5TH EDITION FLORIDA BUILDING CODE(PBC), J-CHANNEL..........................4 •ASTM E1300-09 TYP.EQUAL-LEGBOX& TYR INTEGRAL FIN& GLAZING DETAILS..............._.......a •ANSUAFBPA NDS-2012 FOR WOOD CONSTRUCTION FLANGE FRAME(CURVED J_CHANNEL FRAME(CURVED OR !a'••'• DESIGN PRESSURES...................8-10 •ALUMINUM DESIGN MANUAL,AOM-2010 �i ��A` OR ANGLED CORNERS) ANGLED CORNERS) �AAIIAI11 I I jj111♦♦ BOM 8ASSEMBLY.......................11 •Alsl-sloo-07/52-2010 Q NCHORED THROUGH NAIL FIN) A.LYNN MILLER,P E. 4 P.E,58705 • TABLE 1: Glen Description Table WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Type # 7 718"Laminated I.G.:1/8'A Exterior Cap+7116'Air Space+5116'Laminated,(2)Liles of 118"A Glass with.090`PVB Intedayer 4 "A"=ANNEALED --� 8 TIB"Laminated I.G.:1/8'T Exterior Cap+7l18"Air Space+5/16•Laminated;(2)Ulea of 1/8"A Glace with.090'PVB Intedayer 5 "M'=HEAT STRENGTHENED 9 7/8'Laminated I.G.:3116'A Exterior Cap+3/8"Air Space+5116"Laminated;(2)Utes of 118"A Glass with.090'PVB Intedayer 6 'T'-TEMPERED 0 10 7/8'Laminated I.G.:3116"T Exterior Cap+3/8'Air Space+5/16"Laminated,(2)Utes of 118'A Glass with.090'PVB Inteda er 6 Pve"..090'PVB INTERLAYER y 'SG"=.090'SENTRYGLAS BOX OR 11 1"Laminated I.G:1/8'T Exterior Cap+7116"Air Space+7l16"laminated;(2)Lites of 3116'A Glass with.D90'PVB Intedayer 7 INTERLAYER EQUAL 12 1'Laminated I.G.:3116'A Exterior Cap+3/8'Air Space+7/16"Laminated;(2)Litee of 3/16"A Glass with.090'PVB Interlayer 8 FLANGE LEG 13 1"Laminated I.G.:3118'T Exterior Cap+3/8'Air Space+7/18'Laminated;(2)Lites of 3116'A Glace with.090'PVB Intedayer 9 14 1'Laminated I.G.:3118"A Exterior Cap+3/8'Air Space+7118"Laminated;(2)Litse of 3/16"A Glass with.090"SG Interlayer 10 _ 15 1'Laminated I.G.:3/16"T Exterior Cep+318"Air Space+7/16"Laminated,(2)Liles of 3/16"A Glass with.090'SG Intedayer 11 GLASS TYPES 14 THROUGH 16 1'Laminated I.G.:1/8"T Exterior Cap+7/16'Air Space+7/16•Laminated;(2)Lites of 3/16'H Glass with.090"SG Intedayer 12 I 17 MAY NOT BE USED WITH 17 1"Laminated I.G.:3116"T Exterior Cap+318"Air Space+7/16"Laminated;(2)Liles of 3/16'H Glass with.090"SG Interlayer 13 J-CHANNEL OR INTEGRAL y FIN FRAMES. ]ABLE 2:ANCHORS INSTALLED THROUGH FRAME Mln.Edpe Min. •MIN, 3THREADS Group Anchor Substrate BEYOND THE METAL r � Distance EmbadmenC SUBSTRATE,FOR Southern ins _ STEEL STUDS,MINa #10 SMS ) 16' 1 3/ Fu-45 KSI. J-CHANNEL INTEGRAL (steel,1&6 S.S. Sleet,A38• 318' 0.050' P FIN or 410 S.S.) Steel Stud,A653 Gr.33• 318" 0.0451'(18 Ga.) "UNGROUTED CMU' A Aluminum,6083-T5' 3/8" 0.050' VALUES MAY BE P.T.Southam Pine(SG=0.55) 7/16' 1J/8" USED FOR GROUTED CMU APPLICATIONS. 3/16'steel Ultracon Concrete(min.2.85 ksl) 1' 1-3/8" UJrgrouled CMU,(ASTM C-90) 2-1/2* 1-1/4' #12 SMS P.T.Southern Pine(SG=0.55) 9116' 1-3/8" Steel,A36• 3/8" 0.050" B (steel,18.8 S.S. Steel Slud,A853 Gr.33' 3/8" 0.0451'(18 Ga.) or 410 S.S.) ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES Aluminum,6063T5' 318' 0.063" BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 6-10 114'steel Ultracon Concrete(min.2.85 ksi) 1" 1-314" C Unyouted CMU,(ASTM C-90) 2-112" 1-1/4' I-- ...... LONG LONG LONG SIDE -^: i --- SIDE--�{ I-.____ SIDE-- SHORT �{ -.{ SIDE 1/4'steel Crelelex Concrete(min.3.35 ksi) 1' 1.3/4` - - � �-�--- ----� -fir- -� 1/4"steel Ultracon P.T.Southern Pine(SG-0.55) 1' 13/8" r Unprouled CMU,(ASTM C-90) 2-1/2' 1-1/4' 1/4"steel Cretelex w P.T.Southern Pine(SG=0.55) 1' 1-3/8' G 1/4'steel P.T.Southern Pira(SG=O 55) 1" 1318' 1_ L A9Are-Gator Grouted CMU,(ASTM C-90) Y Y LONG LONG I � a w 'ED I` SIDE LONG n-.pryuywWrhe F "1/4"steel Ultracon Concrete(min.2.65 ksi) 2-1/2" 1-314' SIDE SIDE 1- SIDE I+ SIDE -1 e':la,�CeN1/4'sleet Cretelax Concrete min -1/2' 1-3/4" A° Pt-. +la'i2 1/4"at"A re"Gata Concrete(min 3.275 ksi) 1-1/2" 1-318" o�� ` o� Sy Oo rr N v!I rn N N y1 hli i etc PrMic1 C TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN L .J Min.Edge Min. Group Anchor Substrate Distance Errlbadmenr E 2-112'x.131`Common Neil P.T.Southern Pine(SG-.55) 318' 2-7/16' - 2-1/2"Ring-shank Rooting Nell P.T.Southam Pine(SG-.56) 318' 2-7/16' P.T.Southern Pine(SG=.55) 112* 1-318' #1(s Tru,I&S S SMS Aluminum,6063-T5• 3/8' 0.050" z VINYL FIXED WINDOW NOA(LMBSM) 8 9/9/14 (e«410 ses.) Slee)Stud,Gr.33• 318' 0.0451'(18 Ga.) GLASS/ANCHORS/FRAME OPTIONS A' J ROSOWSKI F Steel.A36' 3/8' 0.050' 6 1 G ® a P.T.Southern Pine(SG=.55) 8118' 1-318" •MIN.OF 3 THREADS #12SMS CERT.OF AUTH.629296 Aluminum,6063-T5' 3/8" 0.063' BEYOND THE METAL (clad,15-8 S.S. Sled Stud,Gr.33' 316• 0.050' SUBSTRATE.FOR 1070 TECHNOLOGY DRIVE or 410 S.S.) STEEL STUDS,MIN N.VENICE,FL 34275 Steel,A3B 318 0.050' Fu=45 KSI. (941)-480-1800 PW-5520 NTS 2 OF 11 i MD-5520.0 v q A LYNN MILLER,P E a P.E a 58705 INSTALLATION DETAILS FOR FLANGE&.EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. SUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2,THIS SHEET. OPTION 1 EMBEDMENT —�{ EMBEDMENT ANCHORED THROUGH F-- EDGE DISTANCE 1 {I _ 1/4"MAX. 114'MAX FRAME INTO 2X WOODSWM 4 I �/'\ SHIM I! �l FRAME OR BUCKSTRIP, l SEE NOTE 2.THIS SHEET. _ , � _ EDS - „ EDGE EMBEDMENT ! •• •• •' DISTANCE t� l._.�,,—, I D18TANCE FLANGE I++ SHOWN -1- TYP.ANCHOR TYPE, i'THICK I.G. •• TYP.ANCHOR TYPE, �t t!4"MAX. �Q �� - EMBEDMENT AND 2 SHIM EMBEDMENT AND EDGE •--EDGE DISTANCE PER DISTANCE PER •. TYP.ANCHOR TYPE, SUBSTRATE, •• SUBSTRATE,SEE EMBEDMENT AND SEE TABLE 2,SHEET 2. .• ,• TABLE 2,SHEET 2. /`,, a........ ._.._.. EDGE DISTANCE PER �•-� SUBSTRATE SEE '• • . .. -- � _ TABLE 2,SHEET 2. D �—7/6'THICK I.O. - FLANGE EXTERIOR -_-- VISIBLE LIGHT WIDTH _...� FRAME I ('1 �:J FRAM- TE SHOWN I V LEG/BOX 7/8"THICK I.G. ��' (-• BUCK WIDTH - FRAME SHOWN 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A AND EDGE DISTANCE LIMIT$.ANY INSTALLATION ---- OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DADE APPROVED MULLION,FSC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE.VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 3 SHEET 2. PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN -- /y---___ VISIBLE 1.1/2•THICK ARE TO BE CONSIDERED 1X 1/4'MAX • BLIGHLI T GHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IFSHIM HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD MHO OR/H2 STEEL --r•{ -- 1/4'MAX-SHIM i� SMS(GS),SEE BUCKS DEPICTED AS 2X ARE 1-1/Y THICK OR TABLE 2,SHEET 2. GREATER 1X AND 2X BUCKS(WHEN USED)SHALL BE � u DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM .................. ��--1'THICKI.G. BEADING TO READING. FLANGE EQUAL __._. PRODUC'lk VISED FRAME LEGSOX a'�plyip;wide 6r Florida SHOWN FRAME - _____ BuilJiwrCuJo 16-0 .12 TYP.ANCHOR TYPE. D�c_= SHOWN D o EanPwne No _ EXTERIOR _EMBEDMENT AND EXTERIOR p�lwn-0Meb OEDGE DISTANCE PER IZ 11t �4 SUBSTRATE,SEEINSTALLATION v INSTALLATION EouAL TABLE 2,SHEET z. OPTION 4 OPTION 4 LEG/BoX ANCHOREOTHROUGH ANCHOREOTHROUGH FRAME V4'MAX.SHIM FRAME INTO METAL FRAME INTO METAL SHOWN to�....._ �# z VINYL FIXED WINDOW NOA(LMBSM) 8 9/9/14 , EMBEDMENT ' VISIBLE LIGHT FORMULAS 8 FLANGE&EQUAL-LEG/BOX FRAMES o J ROSOWSKI 6 `( INSTALLATION : . ': wIDTH:BUCK WIDTH-4-3116" ; OPTION 2 EDS DISTANCE HEIGHT:BUCK HEIGHT-4-3110' CERT.OF AUTH.Y2MI2B8 n - _ ANCHORED THROUGH FRAME DIRECTLY INTO 1070 TECHNOLOGY DRIVE . CONCRETEX:MU. VERTICAL SECTION B-B N.VENICE,FL 34275 (941}480-1600 m PW-5520 NTS N 3 OF 11 9 MD-5520.0 z A A.LYNN P 706 P.E. INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION 1/4"MAX.SHIM OPTION 6 . OPTION 5 1/4'MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. I---- EDGE DISTANCE ANCHORED THROUGH FRAME OR BUCKSTRIP.SEE SEE NOTE 2,THIS SHEET. INTEGRAL FIN INTO 2X WOOD I— EMBEDMENT NOTE 2,THIS SHEET. FRAME OR BUCKSTRIP.SEE F --1 — NOTE 2,THIS SHEET. EDGE EDGE DISTANCE DISTANCE J-CHANNEL FRAME SHOWN 1-THiCKI.O.— EMBEDMEffr '1114,MAX.SHIM TYP.ANCHOR TYPE, Q F 7 PE, EMBEDMENTAND ........ TYP..ANCHOR EDGE DISTANCE PER EMBEDMENTNDEDGE SUBSTRATE, DISTANCE PER SUBSTRATE. TABLE 2,SHEET 2. ......... INTEGRAL TYP.ANCHOR TYPE, SEE TABLE 3,SHEET 2. (SCREW SHOWN) FIN EMBEDMENT AND EDGE -'�v 'JL' DISTANCE PER SUBSTRATE, (NAIL SHOWN) 7/8"THICK I.G. 0 FRAME J-CHANNEL EXTER ............ VISIBLE LIGHT WIDTH SHOWN SEE TABLE 3,SHEET 2. (NAIL SHOWN) FRAME 718*THICK I.G. NOTES: SHOWN BUCK WIDTH 1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2&3.SHEET 2 FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION.FSC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES 2 8,3.SH.EET2.... 7-- 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2.SHEET 2.ALL WOOD BUCKS LESS BUCK BILE THAN 1-1/2•THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL HEIGHT F UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1/4•MAX HEI T 114*MAX SHIM SIOOR#12STEEL SH*tm 1.12'THICK SMS(G5).SEE WOOD BUCKS DEPICTED AS 2X ARE 1 OR GREATER.IX AND 2X BUCKS(WHEN USED) TABLES 2&3, SMALL BE DESIGNED TO PROPERLY TRANSFER SHEET 2. LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS I'THICK I.G. MEASURED FROM BEADING TO BEADING. PR(XXK-*T REVISED FIN Ahl�/IOR —Fays.9h dw pliarids FLANGE MAY BE Buibhns Oadc '5 - SUBSTRATE.SEE TABLE 3,SHEET 2. REMOVED IN-FIELD INTEGRAL FIN EXTER19R TYP.ANCHOR TYPE.EMBEDMENT L FRAME SHOWN ErLRIPR (3 AND EDGE DISTANCE PER INTEGRAL (SCREW SHOWN) INSTALLATION OPTION 7 INSTALLATION OPTION 8 FIN ---I INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, 114MAX. INTO METAL,SEE TABLE 3.SHEET Z INTO METAL.SEE TABLE 2,SHEET 2. SHOWN FRAME • smim fZ 4 INSTALLATION EDGE VINYL FIXED WINDOW NOA(LM&SM INSTALLATION 'ibW6-- - J DISTANCE 9/9/1 ANCW(:iki6- R6UGH .7 INTEGRAL FIN INTO 2X J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI WOOD FRAME OR VISIBLE LIGHT FORMULAS SUCKSTRiP.SEE NOTE 2, WIDTH:BUCK WIDTH-4-3118• THIS SHEET- EMBEDMENT HEIGHT:BUCK HEIGHT-4-3118• CERT.OF AM.029288_ 1070 TECHNOLOGY DRIVE VERTICAL SECTION D-D N.VENICE,FL 34275 A LYNN MULE t,RE PW-5520 P r 9 56705 (941) 'd 4 OF 11 JY -"o-jRnn 1'91 NTS MD-5520.0 1�21 A 7a6•NOM. �+— —.-{ TAW NOM. � �--�-{ 71V NOM. �.. � 71mr,NON. 5116•A/A PVB--- 5/18'A/A PVB 5/16"A/A PVB-- 5/16"AIA PVB---------• 7/16'AIR SPACE 7/18'AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE w(ARRT REvlSEn 1/8"A GLASS 1!8"T GLASS-- 3/16"A GLASS e+—I,rAym8 with dr Fold" 3/18"T GLASS 11,41mg code G:]EXTERIOR EXTERIOR ' EXTERIOR EXTERIOR \0 1,.sl�wn.�No q� L'.pnnwn U"ie Y 8ae3 80 83 811-83>--- • Mi u c r.J-t 0 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 Q N h ,`NOM. ,'NOM• ._� ,'NOM. �-{ I_ V NOM. 7/1 6"A/A PVB 7/18"AIA PVB 7/16'A/A PVB— 7116'A/A SG 7/16"AIR SPACE 3!8"AIRSPACE 3/8'AIR SPACE 3/8"AIR SPACE y^ "�� 118"T GLASS 3/16"A GLASS 3/18•T GLASS 3/18"A GLASS �j aN kX �w, a EXT_FPR C11 EXTERIOR E)(TER�t G]EXTERIOR 0 2 w LL 8$ --c 2 _Ld - " —_I WZoox� mo �N GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 i a z z o 3 g 1.045 ,•NOM. --I � r NOM. � r r NOM. --I 3 � ri I I o Q 7/18"A/ASG. 7/16"WH SG 7/18"WH SG- E8T_ERIOR $ C7 LL Z �y 3/8"AIRSPACE - 7118"AIR SPACE 3!8`AIR SPACE 1/C NOZ 3118'T GLASS 1/8'T GLASS 3/18'T GLASS �� S ITE a 7 EXTERIOR �— &--� eae3 saes � I GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 7a ........... ........ . o GLAZING NOTES: GLASS TYPES,I THROUGH • �� 'A'-ANNEALED 17 MAY NOT BE USED WITH 'H"•HEAT STRENGTHENED I J-CHANNEL OR INTEGRAL WP.GLAZING DETAIL 'T"+TEMPERED FIN FRAMES 'PVB'".080'PVB - - •SG•=.080'SENTRYGLAS A.LYNN MILLER,P.E. 1 EJI 68705 TABLE 4: Window Design Pressure,(+1-psf) the lns1eh18 for Glass 7 1/8"A Cep-Alrspace-5/16'A/A with PVB Type Window Long Side(in) TABLE DIMENSIONS MAYBE Dimensions 51.05 6/ 55 58 62 64 68 72 76 80 84 87 ORIENTED VERTICALLY OR 19 +130 +/-60 +/-50 +/-50 +/-60 +1-50 +1.50 +1-50 +/-50 +1-50 +/-50 +/30 HORIZONTALLY AS SHOWN. 20 +/-50 41.50 +/50 +1-50 +1.60 +130 +/-50 +1-50 +130 +/-50 +1-50 +1.50 LONG FW)DUCT REV1S® SIDE e..y;nplyuis w:rh IAe Flor4ma 22 +/-60 +/-60 +1-60 +1-80 +/30 al30 4/•60 +1.50 +/•60 +/-SD +1-50 +1-50 �- LONG SIDE liuilline Calc 24 +/-50 +1-50 +/-50 M-60 +/50 +1-50 41.60 +1.60 +/-50 +/-50 +1-50 +/-50 Ac.ryl•nn JI' l - E'P. n Ilnu: 26 +1.50 +1-50 +1.50 +1-50 +130 +/-50 41-50 +/-50 4/30 +130 +1-60 +/-50 SHORT 28 +1.50 +1-50 +/-50 +/-60 a/-50 +l-50 +130 +130 +/30 +/-60 +/50 +/•60 SIDE ` \ -- R - �• k(u.i mk PrtwFx'l 30 +130 +1.60 +/-60 +1-50 +/-60 +I-50 +/30 +/SCI +/30 +/-50 +1-50 `_ _............ .. .....____\ .__� SHORT L_.. SIDE a 32 +/-80 +1-60 4/30 +1-60 1 +1-60 M-50 +/30 +150 +/50 +1-50 a 34 4/-50 +1-50 +/-60 +1-60 +1-50 +!•60 N-50 +1-60 +/•60 ¢" 36 4/30 +/-60 +/50 +1-60 41.50 +1.50 +1.60 +/-50 ---- --j --- LONGSIDE H 38 +1-50 +150 +/30 +/-60 +/-80 +1.50 +/50 - ¢ 40 +130 +130 +/50 +130 +/-50 +/-50 SHORT ` 42 +/-50 +1.50 +130 +1.60 +1-50 MAX.O.C.SPACING IFANCHORING ANLL O.C.5PAUNGIF ANCHORING / LONG M +130 +1-60 +1-60 +/-60 THROUGHTHEFRAMEPERSHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET4 SIDE SIDE W Y Q 46 a1-60 +/-60 +/-60 APPLIES TO A,B,COR DANCMORS APPLIES 70EOR FANCHORS ------------ > (SEE TABLE 2) (SEE TABLE 3) - O) 3 rn O00 o 51.05 +/30 1 .._. -__ U' 04 1-. •+ar SHORT I __.. O th ch r� J ' 11 CIJ SIDE O J f] O) Z LL IJi m u•u.0 TABLE 5: W- 0 M CO U) �N Window Design Pressure,(*!-psf) Usel�[ulesMs t3 i-z in O Y wn 1/8"T Cap-Airspace-5116"AIA with PVB Type O Z a Z 0% Q Window Long Side On) v Oa W LLO Dimensions 60.926 64 66 s8 70 74 77 80 84 67 92 97 99 Z Q 32 +/50 +1.60 +130 +130 +/50 +/-50 +/-50 +/30 +130 +1-50 +130 +130 +l-W F- 34 +/50 +1-50 4130 +1-50 +130 +/-50 +1-60 +/50 +130 4/-50 +130 +147.3 +/-46.7 0S�2 Z � )•��' 36 +/50 +130 +130 0-60 +/50 +1-50 4/-50 +/50 +130 +/-60 +147.5 +/46.4 +/-44.6 38 +/50 +130 +1-50 */-W +/a0 +/•60 +1-50 +150 +130 +149.1 +1.46.1 +/43.9 = 3 5 D W Z 40 +150 +130 +ISD +/3o +/50 +150 41-60 4150 +130 +146.2 +/-48.1 < W fr LL X a 42 4150 +ISO +1.60 +/-60 -..41.60 +1.80 +1.60 +/50 +1.49.8 +/-47.4 0 LL Z N 44 +150 +130 +1-50 +1-50 r/50 +1-50 +1-50 +/50 +148.9 uu N y 46 +/50 +130 +/30 +/-50 +130 +1-50 +/-60 4/-49.9 O 0 d 48 +150 +1-60 +/-50 +/30 +150 +/•50 +/30 anti �ca0 sai�a5 y 50 +/30 +130 +1.60 +1-50 +/50 +/-50 52 +150 +ISD +1.50 4/-50 4150 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 54 4/50 +/30 +/-50 +/30 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET NOTES: APPLIES TO A,B,C OR DANCHORS APPLIES TO E OR F ANCHORS 1)SUCK DIMENSIONS SHOWN. 56 +150 +/-80 60 41. (SEE TABLE 2) (SEE TABLE 3) 58 +/50 +/30 15" 3.5'FORE 4-FOR ANCHORS 2)FOR SIZES NOT SHOWN,ROUND UPTOTHE NEXT AVAILABLE SHORT OR LONG DIMENSION. 60.926 +/50 I / 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), O FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. A.LYNN MILLER.PE. PE, 58705 TABLE 6: Window Design Pressure,(+/-psQ HA.er 1ecle 3/16'A Ca -Airspace-5/16`A/A with PVB la ossa 9&110 3/16"T Ca -AI ace-5/16'A/A with PVB T7pss TABLE DIMENSIONS MAYBE i Window Long Side(in) ORIENTED VERTICALLY OR Dimensions 80,926 84 8B e8 70 74 77 80 84 87 92 97 99 HORIZONTALLY AS SHOWN 32 +1.60 +/-60 +1-60 +1.60 0-60 +/-60 +/60 +/-60 +1-50 +1-50 0-50 +150 +160 LONG PRuvUCr REVISED 34 +1.50 +1.60 +/-60 +1-60 +1-50 44.60 +150 +/-50 +/-60 +/-60 +/-60 +150 +1-50 SIDE wL, wire 0.FRrih �►- LONG SIDE ��- ` ftuddj%,ldioe CL, -"b 36 060 +/-50 +/-60 0S0 0.60 +/-60 +160 +1.50 0-50 +1.50 +/-50 44-m +150r- r Auga.oxNo 38 +/60 +1-6044 O +1.60 6 +1 0 +/-50 +/-5D +160 +1.50 +/-6D -50 NT •60 +/•50 - enp.wiun Uaro sf�,p 40 +150 +660 +/-60 +1-50 +/-60 +/-8D +16D +1-60 0-50 44-50 f/-50 SHORT SIDE - M i 42 +150 +/-60 +150 +1-60 +/-50 +1-50 +160 +/-50 +/-60 +/-60 L SHORT 44 4460 +150 +ISO 44.60 +/-50 +/-BD +16BS 0 +/-50 +/-50 t� 48 +160 +l-60 +/-60 M-50 +1-50 +/-60 +150 +/-50 48 +/60 +1.60 +/-60 N50 +/-50 +1.60 +16(1 LONG SIDE 60 +/60 +150 +/-60 +/60 +/-60 +1.60 52 +160 +1-60 +/-60 +1-60 +/-60 MNL(.O.C.SPACING IF ANCHORING MAX.D.C.SPACING IFANCHORING THROUGH TI4E FRAME PER SHEETS364 THROUGH THE INTEGRAL FIN PER SHEET 4 64 +/60 +/50 +l50 r150 SHORT �" ` LONG 56 +/60 +/S0 +1.50 APPUES TO A,B,C OR D ANCHORS APPLIES TO E OR F ANCHORS SIDE / SIDE Q (SEE TABLE 2) (SEETABIE 3) LU 68 +160 +150 IS" 3.5"FOR EANCHORS,4'FOR F ANCHORS > g Tj ��0a 80.928 +160 L0 0 10- .........__..... 7,171 0 0 F- V _I SHORIDET I 0 p N TABLE 7: 'l S If 0 LL ry Window Design Pressure,(+/-pan Ilsetl sMAle =W LL _m --dfor Goes 11 5 U_ X N 1/8"T Cap-Airspace-7/16"A/A with PVB Type UU Z m O In Window Long Side On) o Y2 2 Dimensions 60.926 64 66 BB 70 74 77 60 94 67 92 97 99 Z d Z co 32 +1-70 +1.70 +/-70 +/-70 *1-70 W-70 +1-70 +/-70 +1-70 +1-70 +1.70 +00 +00 J Ll 34 */-70 +/-70 +1-70 +1-70 +00 +1-70 +1-70 *00 +1.70 +1.70 +1-70 +1-70 +1-70 Z r 36 +1.70 +1-70 +/-70 +/-70 *1.70 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 S t°'45 38 4/-70 +1.70 +/-70 +/•70 +1.70 +1.70 41-70 +/-70 +/-70 *1.70 +/-70 +1.70 Z 40 +/-70 41-70 4F70 +1-70 4/-70 +1.70 +1-70 +/-70 +1-70 +l-TO +1-70 s = N 42 +/-70 +1-70 +1.70 +1-70 +1-70 W-70 +1-70 +1-70 +1-70 +1-70 3 Uj Uj Z t W cc u o 44 +1-70 0-70 +1.70 +1-70 +1.70 +/-70 +/-70 +/-70 +1-70 a _Xd o 45 +1.70 +1-70 +1-70 +/-70 +1-70 0.70 +/-70 +00 LL Z N 46 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 Z N 3 5D +a70 f1-70 +670 +1-70 +l-70 0.70 a 62 +/-70 f1-70 41.70 +1-70 44.70 MA%.O.C.SPACNG IFANCHOPoNG MAX.O.C.SPACNGIFANCHDRING .03 'xan s*p+5 61 +/-TO 41-70 4/-70 +1.70 THROUGHTHEFRAMEPERSHEETS364 THROUGH THE INTEGRAL FIN PER SHEET 56 +/-70 +1-70 *00 (SEE TO Q C OR D ANCHORS APPLIES TO F ANCHORS (SEE TABLE 2) (SEE TABLE 3) NOTES 66 +f-70 r1-70 155' 4" 1K DIMENSIONS SHOWN. 60.926 400 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. / 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 6 16 FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHrTECTURAL WINDOW WILL COMPLETELY FIT WITHIN. A.LYNN MILLER,P P E 0 68705 41 Window Design Pressure,(+l-psQUse this table r%Glass 12 3116"A Cap-Airspace-7/16"A/A with PVB Trees: Window Long SIM(in) TABLE DIMENSIONS MAYBE Dimensions 69,649 71 73 76 78 80 B6 66 89 92 96 gg ORIENTED VERTICALLY OR 32 +1.70 +1-70 +1-70 +1-70 +l-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1.70 +f-TO HORIZONTALLY AS SHOWN. / 34 +/-70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/•70 +l-70 +/-70 +/-70 +1.70 LONG :9iODLX,'l REVISED 36 +/•70 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 SIDE m'--plyi's ilk soficeids LONG SIDE -- Duildir4l Cade 38 +/-70 +/-70 a1-70 +/-70 +/•70 +/-70 +/-70 +1.70 +l-TO +1-70 +/-70 +/-70 _ _ T�..•P�sao:Nol -O(o •12. 40 +1-70 +/-70 +/-70 +l-70 +/-70 +1-70 +/-70 +l-70 +1•70 +!•70 +l-TO +1-10 � 1 42 +1-70 +1-70 +1-70 +1-70 +1.70 +1-70 4/-70 +1•70 +/•70 +/-70 +/{9.5 +166.7 SHORT ^�� Ry SIDE � w4ami ede 44 +1-70 +1.70 +/-70 +1-70 +1.70 +/-70 +1-70 +/-70 +/-70 +/-69.9 +1-K4 +163.7 \ SHORT .................................................''""""\� 46 +/-70 +/-70 a/-70 +1-70 +/-70 +1-70 +/-70 +/•70 4!39.9 +/-67.4 +1.63.9 +/3SIDE _ - e• 48 +/-70 +1.70 +/-70 +l-70 +/-70 44-70 +1-70 +/-70 +137.8 +/35.3 +/-61.9 +/.59.7 z° 50 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-69.5 +1.68.5 +1-65.9 +/•63.4 +/-59.9 J 52 +/-70 +/-70 +/-70 +/-7g +t-70 +1-70 +/-67.8 +/-66.9 0-64.2 +/31.6 LONG SIDE54 +/-70 +1.70 +f-70 +1-70 +f•70 +1-70 +138.2 N-65.3 +132.6 56 +/-70 +/-70 H+/-70 +/-70 +/•70 +139.2 +/-84.7 +1.63.9 SHORTSIDE LONG ST 4/-70 +/-70 +1-TO +/-69.8 +138.1 +f34 SIDE Q 60 41.70 +1-70 +/39.7 +1-67 +/35.3 - -- LUu) '^an62 +/-70 +1-70 +/37.9 +136.2 MAX.O.0 SPACING IF ANCHORING MA%.O.C.SPACING IF ANCHORING W TWHOUGHTHEfRAMEPERSHEEfS3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 0 Q64 a/-70 +1-70 +!'66.3 APPLIES TO B,C OR D ANCHORS APPLIES TO F ANCHORS N N66 4139.9 4I3B.9 I (SEE TABLE 2) (SEE TABLE 3) SHORT I- O A A -r IO 68 +1.66.4 +/•67.4 15.S" 4" -I SIDE f O-` p,J $ ,IH 0' 69.619 +/37.1 Z LL U)u- Ib x Lu- TABLE 9_ Z O M a an Window Design Pressure,(+l-psf) Use this table C LU m Y Gkm 3/16"T Cap-Airspace-7/16"A/A with PVB i.Type 13 z a z a In Window long SIM(In) O -j 0 pmp O Dimensions 69.649 71 73 76 78 80 85 86 89 92 96 99 3 Q co 32 +1•70 +/-70 +1-70 +1.70 4/-70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/-70 QO w Ia.yS 34 +/•70 +1-70 +1.70 +1-70 +l-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/•70 +/-70 Z Of 36 +1.70 +1-70 +1.70 +1.70 4l-70 +1-70 +/-70 +/-70 +1.70 +1.70 +/-70 +/•70 to Z 38 +1-70 +1-70 4/-70 +1.70 +1.70 +1.70 +1.70 N•70 41-70 rl-TO +1.70 +1-70 W cr a;oog 40 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +1.70 +/-70 +/-70 4l-70 +/-70 +/-70 X_ a. CD 42 +/-70 +/-70 +/-70 +1-70 41-70 +1-70 +/-TO +/-70 +/-70 +/-70 +/-70 +/-70 r <L in 44 41.70 4/-70 +/•70 +1-70 +/-70 N-70 +/•70 N•70 N-70 +/-70 +/-70 +/-70 Z w 46 +170 +1-70 4/-70 +1-70 +/•70 +/-70 +/-70 +1-70 +/-70 +1.70 +1.70 038.6 > C3 a 48 +1-70 +1-70 +1-70 +1-70 +1.70 +/-70 400 +1-70 +/-TO +/-70 +/36.8 +/36.3 �_ 50 4/-70 +/-70 4/-70 +1-70 +1-70 +1.70 4/-70 +/-70 +/-70 +1.70 +136.6 55 52 4/•70 +/-70 41-70 +1.70 +1-70 +1-70 +/-70 +/-70 +/-70 +/38.5 In64 +/•70 +1-70 +1-TO +1.70 +1-70 +1.70 +/-70 N-70 +/39.6 rn 1)BUCK DIMENSIONS SHOWN. 56 +1-70 +1-70 +1.70 +1-70 +1.70 +1.70 +/-70 +/-70 67 +/•70 +/•70 4/-70 N-70 +1.70 +1-70 +/•70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 60 +/-70 +/•70 +/-70 +1.70 +1.70 +1-70 62 +1-70 +/-70 +/-70 +1-70 +1.70 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 FIND THE SMALLEST SQUARE WINDOW SIZE IN 61 +l-70 +670 +1T0 +l-70 THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL 66 4/•70 +1.70 +/-70 APPLIES TO B,C OR O ANCHORS APPLIES TO F ANCHORS WINDOW WILL COMPLETELY FIT"THIN. (SEE TABLE 2) ISEE TABLE 31 68 +/-70 +1-7D 15.5" 3.T 69.649 +1.70 A.LYNN MILLER,P.E. P.E♦58785 4 TABLE 10: Window Design Pressure,(+1-pat) Lies'"''utl. ror or6 14 3116"A Cap-Airspace-7/16"A/A wilh SG Type' window Long Side(n) TABLE DIMENSIONS MAYBE DknensWAs 09.649 71 73 75 78 80 85 86 a9 92 96 Be I ORIENTED VERTICALLY OR 32 +BW-110 +8W-110 +91W-110 +601-110 +801.110 +801.110 +801-110 +80/-110 +BO/410 +9W-110 +W-1 10 +80/-110 HORIZONTALLY AS SHOWN. 34 +80/-110 +80/410 +80/-110 +80/-110 +80/-110 +80/-110 +001-110 +501-110 +BW-110 +80/-109.4 +80/.106.3 +601-107.6 LONG PROrnHTREVISED 36 +BW-110 +8W-110 +60/-110 +B0/-110 +80/.109.5 +80/-108.6 +BW-108.8 +80/-106.5 +8D/-106.6 +801-104.7 +801.103.6 +BW-102.9 SIDE ---Plying wish dw F1.64• �-- LONG SIDE T3uildw.Cnde 38 +80/-109.7 +60/-108.9 +80/-107.8 +80/-106.6 +BO/-105.5 +801.104.6 +80/-102.7 +BW-102.4 +806-101.4 +8W-100.5 +80/-99.4 +80/.98.7 A"4PI.-N„ ,I2 40 +BW-106.3 +BW105.5 +SW-106.4 +80/.103.3 +80/-101.9 +80/.101 +BW-88.1 *BW-9&7 +BW-97.7 +60/-8.6 +80/-96.7 +BW-96 r \• tivi.I" rmc (:Wfcm 42 +60/-103.3 +80/102.5 +BW-101.3 +BW-100.2 +80(•96.8 +8D/-97.9 +80/-96.8 +BW-95.5 +60/-94.5 +80/-93.5 +60/.92.4 +a0/-90.7 SHORT \ ___ _ I+y J M +SW-100.7 +801-99.8 +8W-9&6 +60/-97.6 +801-96 +90/.95 +80/-82.9 +80/928 +60/-91.5 +90/-90.4 +80/-87.1 +80/-84.7 Fdiunu Pro4,tf I____ _� - 4 SHORT 46 +SW-9&4 +8D/-97.5 +8W96.2 +BW-95 +80/-93.4 +BW-92.5 +eD/-90.3 +80749.9 +80/•86.1 +BW-86.6 +801-83.1 +80/-0i.6 SIDE a 46 +80/-96.3 +BW-96.4 +80/-94.1 +BW-928 +801.91.2 +80/-90.2 +80%88 +80/-87.8 +BW-84.6 +80/.82.6 +80/-80.2 +/-78.8 50 +80/94.6 +80/-93.6 +80/-922 +BW-90.9 +BW-89.2 +BDL-88.2 +BW-85.4 +801-84.5 +80/-82.4 +801-80.2 +/-77.6 ----- 52 +80/-93 +80/-92 +8W-90.5 +8W-89.2 +801.87.4 +BO/-86.4 +80/-83.3 +80/•82.5 +80/-80.2 +1.78 �-+- LONG SIDE -•-� rc , n y 64 +8-91.7 +801.90.6 +80/.88.1 +BO/-87.7 +80/-85.8 +601-4.7 +8D/-81.3 +801-80.4 +/-78.1 56 +80/40,6 +80/69.4 +801.87.6 +8W88.4 +a0/44.4 +BW43.2 +/-79.3 +1.78.5 SHORT LONG 67 +80/-90 +807.&&8 +60/-67.2 6001 a5.8 +BW-83.4 +80/42 +675.4 SIS �/ SIDE L 60 180/47.2 +80!46 +80/44 +BOJ-826 +80/-80.1 +/-78.6 "ca MA%.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 62 +80/-04.6 +BW-83.8 +BW-82.1 +80/-00.4 17.78 THROUGH THEfMME PER SHEET53&4 THROUGH THE INTEGRAL FIN PER SHEET O (n Q 64 r+1-79.3 829 +801-82 +9-80.1 +1-76.4 _ � APPLIES TO B,COft DANCFIORS (�cm N •I� W W 66 1.1 +80/401 +/-78.3 (SEE TABLE 3) NOT APPLICABLE ___-I SHORT I_ O a -� Ln 68 +1-78.4 GLASS TYPES 14 THROUGH _ .- t� , d 33Y 17 MAY NOT BE USED WITH SIDE69.6497.7 _-_ a FIN ES.R INTEGRAL Z=W LSV ILL, TABLE 11: -- W&? XX gO ur Window Design Pressure,(+1-psf) Lts6ia� ~0/Z mO ] �a Iw Glees 3/16"TCep-Airspace-7116'AIA with SG �0 :3 O Type O Z d ZLn Windav Luny Side On) v O -j U. Dimensions 77.76 79 81 83 1 88 87 91 94 96 99 104 107 111 2 38 +80/-110 +80/.110 +BW-110 +50/.110 +80/-110 +807.110 +80/-110 +80/-110 +aW110 +801801 -110 1 .110 +801-110ALLOWABLE MA%. -110 +BW-110 O.C.SPACING IF 3 Uj ANCHOR GROUPS ANCHORING TFWW RIO H � O N-45 40 +aW110 +80/.110 +80/•110 +801.110 +S0/-110 +80/-109.9 +80/-108.5 +0407.6 +BOL-10&9 +80/-10&1 +8-104.8 +BW-104.1 +BW-103.9 ® } Z PER SHEETS THE FRAME PER SHEETS 0 Of 42 +8-110 +801-109.8 +a0/-105.8 +801.107.9 +B0/-108.7 +S0/-108.3 +80/.104.8 +8&403.8 +80/-1032 +a01-100.8 +BOr-97.7 +80/-88.4 +BOt44.8 B,C OR D 33.2" Q ( Z 44 +BW-107.3 +W-10&7 +801-106.7 +8W-104.7 +80/-100.4 +80/.103 +a0/-101.4 +8-98.8 +801.9&7 +B0/941 +80%91.4 +BW-90.3 +801-08.2 Be ISM +8W102 +801.101.3 +BW-100.3 +80.89.2 +80/-07.3 +80/96.2 +W-916 +8-90.4 +8W-09.2 +00(-873801 73 +8W-84.4 + .627 +8W-00.6 - d 5o +80/-09.6 +10/•aa.1 *W-98 +BDI.9&9 +80/43.9 +a01.9&l +W-80.9 +6-87.7 +60-0& 0/44. 2 +13 +a0/41.1 +1.79.3 +1-77 LL• Z 51 +a-Ba.B +801.88 +SW)&9 +W46.8 +8W-02.8 +80/-02 I +80/-S6.7 +BW-88.4 +801-06 +BW4a6 1 +/-71.9 +177.7 +/-76.3 �i Z U 64 +80/-98.1 +801-06.3 +1-94 +SU-02.1 +80/-09.4 +8W-0B.5 +W-WA +80/-82.7 +80/-01.1 +/-76.9 +/-75.3 +1732 +/-70.8 j p 66 +a(Y-94 +801432 +80/-91.6 +80/.90.1 +90/87.2 +90/48.3 +80.826 +80/.80.2 +1.78.8 +1-7&3 +/-726 +1-70.6 •Bu �•D ca,•S 0 66 +8W-91.4 +&Y-QD.8 +8-89 +80/47.6 +8&86.1 +80/-04.2 +a0/-aD.6 +/-78 +/-78.3 +/-736 +/-70.2 rn 61 +80/.87.6 +10/47 +80/46.3 +90/43.6 +80181.2 +1080.5 +1-77.3 +/-74.8 +1•726 +/.70.4 63 +80/46.6 +10/84.6 +806 82.8 +90141.1 +f-71.8 +1-75 +/-74.8 +/-723 +/-70.6 NOTES: 64 +80144.4 +80/43.5 +80141.7 +1-80 +1-77.5 +1.71.8 +/-736 +1-71.2 1)BUCK DIMENSIONS SHOWN. SB +8-922 +BW81.2 +1-79.4 +1.77.8 +1.76 +1•74.2 +/-71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 6S +140 +1-79.1 +/•77.2 +67&4 +1-727 +1-71.9 70 +1.71 +1-77.1 +/-76 +1.73.2 +1.70.6 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), {O THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SFIEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN - - - 72 +176 +1-76 +/-7J +1.71.1 " THE TABLE(S)E(S)ABOVE WHICH THE ARCHITECTURAL APPLIES TO B.C OR D ANCHORS - 74 +/•74.1 +1-73 +/-71 (SEE TABLE 2) NOT APPLICABLE WINDOW WILL COMPLETELY FIT WITHIN. 76 +1.722 +1-71.1 77.76 +/70.6 A.LYNN MILLER,P.E. P.E.6 587T a � TABLE 12: Window Design Pressure,(+l-paf) use ms nb a TABLE DIMENSIONS MAY BE U-1 u�ess 18 ORIENTED VERTICALLY OR 1/8"T Cap-Airspace-7116"WH with SG 1rPe HORIZONTALLY AS SHOWN. Window Long Side(n) SIDE Dimensions 60.926 64 66 1 68 70 _ 74 77 80 1 84 87 1 92 97 1 99 - LONG SIDE - J* 32 +80/-110 +801-110 +541-110 +80/-110 +801-110 +SW-110 +80/.110 +8&-110 +801-110 +80/-110 +80(-110 +80!-110 +BOJ-110 T 34 +801-110 +80/-110 +801-110 +801-110 +601.110 +801-110 +BO/-110 +80(•110 +80/-110 +SEJ-110 +80/-110 +80/-110 +SOf•110 }-__- ��T� � SHORT .�aY�f."h ft Pbids 38 +80/-110 480/•110 +801.110 +9d-110 +=410 +80/-110 +801.110 +�1-110 +806110 +SW-110 +801-110 +801.110 +80I-110 {( ShcdingCude SIDE 1 A.1%AmuW N0 •OGnq•1*2- 38 +8&•110 +a0/-110 +8W-110 +841-110 +BW-110 +841-110 +841-110 +8&•110 +8&•110 +SW-110 +80/-110 +SW-110 SHORT Expwt' Drc 40 +60/410 +801-110 +60I-110 +80/-110 +8W-110 +8-110 +80/-110 +80f•110 +BW-110 +40J-110 +801-110 -�---- ----_--- SIDE By 42 +80/-110 +801-110 +80/-110 +80/-110 +801.110 +80/-110 +801.110 +S&-110 +BW-110 +60/-110 h1Umi Produtl 44 +6W-110 I +e&-110 +BW-tto I +8W-110 +60-110 +80/-110 +60!•110 +8&-110 +80/•110 __. LONG SDE 46 +801-110 +901-110 +801.110 +80/-110 +801-110 +801.110 +501-110 +841-110 48 +8W-110 +801.110 +501-110 +901410 +80/-110 +801-110 +80/-110 rn 60 +841-110 +BW-110 +801.110 +601 +80/-110 +S&•170 SHORT LONG = 62 +801-110 +501-110 +11101-110 +6&-110 +80/.110 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPAONG IF ANCHORING SIDE SIDE n 54 +80/-110 +801-110 +800-110 +8&410 THROUGH THE FRAME PER SHEETS 3 S 4 THROUGH THE INTEGRAL FIN PER SHEET 4 _ 66 +B0/•110 +1141-110 +8&-110 APPLIES TO B,C OR O ANCHORS (SEE TABLE 2) NOT APPLICABLE Q 68 +8W-110 +801.110 +ea 1L6" GLASS TYPES 14 THROUGH 60.9m +8W-110 17 MAY NOT BE USED WnH __ SHORT J-CHANNEL OR INTEGRAL �I SIDE 0 & o FIN FRAMES. A +l0/ O 1fN� TABLE 13: O� N -- Window Design Pressure,(+!•psf) LI-ft-Glesc 17 O�y p1 _j to $ d 3116"T Cap-Airspace-7116"H1H with SG Type = U- Window Long Side(In) WUW U X Dimensions n,78 711 87 83 B6 87 91 94 96 99 104 10T 111 i1B 120 125 13fi 144 F 0 y�jO 36 +801-110 +801-110 +80/-110 +B&-110 +80/.110 +6&-110 +80/-110 +80/•110 +801.110 +BD/-110 +81-110 +801-110 +80/-110 +BO%110 +8&•110 +BD/-110 +BOI-110 +81-110 O v W 40 +801410 +80/-110 +80/410 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +8&•110 +801.110 +SW110 +80/-110 +B&-110 +80/-110 +81.110 +81.110 Z 0-Z 0 42 +SW-110 +80/.110 +80/.110 +601-110 +80/-110 +8&-110 +801-110 +W-110 +8W-110 +a0/-110 +6-110 +80/-110 +60/-110 +8&-110 +81-110 +80/-110 +801-110 +80-110 44 +801-110 +80/-110 +801-110 +8&-110 +90/-110 +8W-110 +80/-110 +80/-/11) +801-110 +80/-110 +8&-110 +SOI-110 +80t-110 +80/-170 +801-110 +8&-110 +80/110 � H 49 +801-110 +801-110 +BD1-110 +8&-110 +80/-110 vow-110 +841-110 +BW-110 +BOJ-110 +SW-110 +601-110 +SDI-110 +801-110 +80/-110 +901.110 +80/-110 Q W lsw5 50 +80/410 +801•110 +80/-110 +8-110 +8-110 +501.110 +8W110 +801.110 +8&•110 +5&-110 +8-110 +801-110 +SW110 +B&-110 +601-110 oZ D=C 51 +801•110 +80/-110 +8&-110 +8-110 +801-110 +a41-110 +5-110 +801.110 +6W-110 +SW-110 +8&-110 +001.110 +501•110 +BW-110Q Z IIJU war 54 +801.110 +SW-110 +80/.110 +80(-110 +80/-110 +80/-110 +6W110 +841-110 +5&•110 +5.110 +8-110 +8&110 +8&•110 65 +B&-110 +60/-110 +60/-110 +5-110 +801410 +801-110 +80110 +50/-110 +901-110 +aW-110 +8-110 +801-110 Q 69 Z +8&-110 +W-1100 +BW-110 +8&-110 +801.110 +601-110 +1106110 +506110 +80/-110 +60/-110 +5-110 tL Jui5 £ 61 +80/-110 +W-110 +641.110 +8-110 +W-110 +90/-110 +80(.110 +e0/-110 +801-1110 +901-110 r2 y rn 63 +80/-110 +841-110 +001-110 +80(-110 +80/-110 +60/-110 +501.110 +801-110 +506110 __ 5 61 +8&-110 +00/-110 +B41-110 I +8&-110 +641-110 +601-110 +80/-110 +901-110 wm --a•� 66 +801-110 +801-110 +6-110 L +801-110 +801-110 +90/-110 +1101-110 so +80/410 +641-110 +541410 +a&-110 +601•110 +60/-110 . 70 +8&-110 +801_110 +e0/-110 +a-110 +1101-110 72 +SW-110 +641-110 +5.110 +50f-110 74 +80/-110 +8&-110 +601-110 76 +8&•110 +8&-110 77.76 +SW-110 NOTES: 1)BUCK DIMENSIONS SHOWN. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A LYNN MILLER,P E 31 FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE($)ABOVE WHICH THE ARCWTECTURAL WINDOW WILL COMPLETELY FIT WITHIN. p 4 58705 t ...� .....�I 1.370' __......... 3.60L0'� --- 3.600' --._.. _.— 3.300' -- 3.600' Der —�•+I+-- .oer .067 �. .366' T4, -_. ._-1LJI�F_ 6 f1 7 11 j P 011 ANCHOR COVER 1.483' D F 1183" I II'I('�III' 1.483' 1183• 1 1 1 -LT- 0 o �.._ I � 301' ANNEL FRAME O FLANGE FRAME 1.375'sw �j 1 INTEGRAL FIN FRAME �)EQUAL LEGIBOX FRAME o. ALUMINUM SILICONE HOT-MELT BUTYLf EMENT STRUCTURAL BUTYLENE DESICCANT FILL AREA 175 STRUCTURAL SILICONE 3/t0'NOM. SEAL i5/16"NOM. c� POLYISOBUMFN-- 1/4�NOM' WITH BUSILICONE SEAL WITH DESICCANT DESICROLL-FORMED DESICCANT FSTAINLESS STEEL 0111 EXT.GLASS- EXT.GLASS-- EXT.GLAS EXT.GLASS.... j `--'INT.GLASS MIT.GLASS S Y/�_%-INT.GLASS i i MITERED CORANTER ORA o" p KODISPACE e, SUPER (iDDURASEALO .XL EDGE" EXTERIOR �4SG TPS O SPACER®NXT'M SPACER (3�SPACER WELDS --- -- — _ i TABLE 14: S Part• Description Material 1 -720117 Jchannel Frame 2 620118 Flange Frame PVC 3 620119 Integral Fin Frame PVC 4 620120 Equal Leg/Box Frame PVC PRODUCT REVISED m c rlpllvq wuh dw Fkads 6 5 620133 Anchor Coyer PVC Sui14m6 Cub FRAME 6 7201387/8'Glazing Bead PVC A m Irret� q 12 - -- - ASS_E_MB_LY DETAILS �� 7 7 720135 1`Glazing Bead PVC \ 1 74 lBackbodding,GE 7700 or Dow 791 Silicone ma" P"O&.d �;1 76 71648N Setting Block(7/8'x 1'x 1/8'),85+/-5 duro. EPDM Ti �J JAY � �•.• �10ENSF'•.��'� NOTES: Z, No.58705 1)SOME PARTS NOT SHOWN FOR VINYL FIXED WINDOW NOA(LMSSM) 9/9/14 1� PartN Description Material CLARITY. - D 2)J-CHANNEL FRAME SHOWN.PART c ^�(1 l tY, 80 Kommeding 4SG TPS Spacer System p1.OTHER FRAME TYPES APPLY. BOM$ASSEMBLY m J ROSOWSKI =O ST ��; i - T 81 Quanex Super Spacer nXr with Hot Melt Butyl See this 3)ITEMS p&73,75 77 878 ARE NOT ® a :(mss'• tORIOr..• N USED AND ARE NOT PART OF THIS 'JR-05/05/16-ADDED SPACERS 82 Quanex Duraseal Spacer Sheet for APPROVAL. CERT.OF AUTH.p28298 y ' ,S/ONA� Materials 4)ROYAL PVC TO BE LABELED FOR 1070 TECHNOLOGY DRIVE '"11111" B3 Cardinal)L Edge Spacer AAMA EXTRUDER CQDE- n° REE E T :FTL-8 17 6966 7 N.VENICE,FL 34275 a a (941)-480-1600 ` PW-5520 I NTS 1 11 OF 11MD-5520.0 1!FJA A LYPNN t�LLBMR,PE