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Home My WebLink AboutProduct Approval (2) BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map - Links Search doprr,^ (J, lProduct Approval 1�„USER:Public User Product Approval Menu>Product or Application Search>Application List>ApplicationDf FL# FL243-R19 ILE v .; Pl' Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission 7--1 h Ila. VED Comments Archived OCT 2 4 2017 Product Manufacturer PGT Industries PERMITTING Address/Phone/Email 1070 Technology Drive St. Lucie County, FL North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/07/2016 Date Validated 09/21/2016 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 Aluminum Fixed Window used with Casement/Awning Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R19 C CAC 16-0629.22.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/11/2018 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL243 R19 II 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.cc 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(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.4 PW-520(Large Missile Impact) WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R19 C CAC 15-0612.13.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: i- 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(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: 243.5 PW-620(Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R19 C CAC 16-0629.13.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 FL243 R19 C CAC 16-0629.14.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/19/2019 Design Pressure:N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL243 R19 1I 16-0629.14.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: 243.7 PW-820(Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R19 Q629.14.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/19/2019 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R19 II 16-0629.14.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.8 PW-2720 (Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R19 C CAC 13-1125.04.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/11/2020 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R19 II 13-1125.04.1)df 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 R19 C CAC 15-0609.06 LM.pd f 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 FL243 R19 C CAC 15-0609.07 SM.pd f 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.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.11 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.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: 1- 04/30/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R19 II 16-0629.11.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.12 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.pdf 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.pdf Acceptance(NCA)for product performance information, Verified By: Miami-Dade 3CC0-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 43.13 PW-5520(Large Missile Impact) Vinyl Fixed Window mits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R19 C CHC 16-0629.12.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2020 Design Pressure: N/A Installation In-1 .i,uus i Other:Please see the Miami-Dade County Notice of FL243 R19 II 16-0629.12.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: 243.14 PW-5540(Large Missile Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R19 C CAC 16-0714.19.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: icy 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R19 II 16-0714.19.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: Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED 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: F_ren, Credit.Card Safe M 1AMEDDE MIAMI-DADE COUNTY • ' PRODUCT CONTROL SECTION DEPAR I M L:,I 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.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described in, and has been designed to comply with the Florida Building Code, including the High Velo ' _I ane ne. DESCRIPTION: Series` -5520 Vinyl" VC Fixed Window—L.M.L APPROVAL DOCUM : D g 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., 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. nasrueu�uaten3maa� - NOA No. 16-0629.12 M1AMk•DADE COUNTY Expiration Date: April 30,2020 Approval Date: August 04,2016 ?`2q (6 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 14-0930.25) 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-stn 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 PG9.12 E. Product Controler NOA No. 1 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-5'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 DESIGN PRESSURE RATING IMPACT RESISTANT,VINYL FIXED WINDOW LARGE 8 SMALL MISSILE VARIES PER GLASS TYPE,SEE 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE IMPACT RESISTANT TABLES 4.13,SHEETS 6-10 , REQUIREMENTS OF THE.FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ___ MAX.BUCK WIDTH SEE TABLES 4-13 HURRICANE ZONE(HVHZ): = (SHORT OR LONG SIDE) MAX.BUCK WIDTH SEE TABLES 4.9 (SHORT OR LONG SIDE) 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. `_ MAX.O.C.SEE 1.25'MAX. B,SEE _ f�T TABLES 4.13 6"MAX. D,SEE ____—J MAX.O.C.SEE TABLES 4-9 FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVH2,THE OUTBOARD SHEET 3�- ' SHEET 4 PRL7DUC'T REWS6D LITE(CAP)MUST TEMPERED. __ _ - a<c•mpiying wilh we FItrMS 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-DADE I "I I nR-Cplrotct Nn 1�' •�2 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR VISIBLE LLIGVH'SWID I^. t�,n fhic r UZD EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND LIGHT WIDTH MAX.BUCK CONCRETE WITH MIN.KSI PER ANCHOR TYPE. HEIGHT,SEE _ .�r,_•��,(. �- --_ _� TABLES 4-13 r _-� 4)ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE CONSIDERED 1X (LONG OR INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO + I / + SHORT SIDE) ' JR-05/05/16-ADDED SPACERS SUBSTRATE.WOOD BUCKS DEPICTEDAS 2X ARE 1-12"THICK OR GREATER.1X AND ZX 1 VISIBLE IBLE p TO SHEET 11. BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE A LIGHT A,SEE CHT C,SEE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE HEIGHT SHEET3GHT SHEET 4 ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR).5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORMAX.BUCK HEIGHT,SEEiSTUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. TABLES 48INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINWLASHING MAX.O.C. (LONG OR STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES SHORT SIDE) UJAND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4-13 MAX S E in „a' 6)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT TABLES _ O °t rIS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED - -- 49 OLOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST NN LOADS IMPOSED ON THEM BY THE WINDOW. 8 8'MAX. —► D . AX. O TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL O LL N S wo, 7)DESIGN PRESSURES: - _ Z v1 W to A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE,FRAME FLANGE FRAME(90•CORNERS) FRAME(90•CORNERS) ui uj o ANALYSIS AND GLASS PER ASTM E7300. A( NCHOR_ED T_H_R__OU_GH NAIL FIN) 1 25"MaX F z U X—O g a N `" B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAU CYCLE - Z m O •6 O,u<; TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E13W. 6"MAX. --+• r C C> O O:i 2 O B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 8"f w /'�"� - 1 Z D-Z Q Q LL WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3% `� MAX v O > O STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 \ O C Z W LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. MAX'O.C. MAX.O.C.SEE�� ?� W ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET SEE TABLES TABLES 49 SEE THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. /4-13 4-9 ® CO ELLf\ Z W B METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX.O.C. zC CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING SEE TABLES / VISIBLE Q a W Z a�5 JURISDICTION. / VISIBLE 4-13 LIGHT LIGHT n X c� 10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NONELCO CRETEFLEX / HEIGHT 7 MAX.EIGHT O� JCL- UJ N NOA:ELCO AGGRE-GATOR NOA:ROYAL WINDOW AND DOOR PROFILES,LTD WHITE 6 BUCK w } BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS:NATIONAL DESIGN / MAX.BUCK / HEIGHT,SEE U Z W SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS 8 ALUMINUM DESIGN HEIGHT,SEE TABLES 4-9 j () MANUAL TABLES 49 (LONG OR at;l osap cauaS VISIBLE (LONG OR VISIBLE SHORT SIDE) 11)'PVB'=.390'8UTACITE®PVB BY KURARAY AMERICA,INC. 1 LIGHT WIDTH SHORT SIDE) LIGHT WIDTH `�1 r�� 'SG"_.C80"SENTRYOLAS®INTERLAYER BY KURARAY AMERICA,INC. 6"MAX `�� ON ..... 1 yI J_ 1• __.. GENERAL NOTES........................................1 VISIBLE LIGHT FORMULAS ••;F� ELEVATIONS.................................1 WIDTH:BUCK WIDTH-43/18' I MAX.O.C.SEE TABLE —�• � 1.25-MAX. =*; NO.58705 FRAME,G!ASS&ANCHOR MAX.O.C. 6'MAX. 1.25' OPTIONS..-........................2 HEIGHT:BUCK HEIGHT-4.3/18" SEE TABLES 4.13 MAX - *— INSTALLATION,FLANGE& MAX.BUCK WIDTH SEE TABLES 413 MAX.BUCK WIDTH SEE TABLES 4-9 STANDARDS USED: ) --- -•, // �f'�� EQUAL LEG..........................3 (SHORT OR LONG SIDE (SHORT OR LONG SIDE) b INSTALLATION,INTEGRAL FIN& •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION TYP.INTEGRAL FIN& A• GLAZING DETAILS........................5 •ANSASTI/AFBPA NDS-2012 FOR WOOD CONSTRUCTION FLANGE FRAME 9 TYP. CURVED �iFs1s;�•�oRID�..••G�� (NCHORED CHANNEL FRAME(CURVED OR LDESIGN PRESSURES...................6-10 -ALUMINUM DESIGN MANUAL,ADM-2010 OR ANGLED CORNERS) ANGLED CORNERS) '/,7fill NA 1000 BOM 8 ACSEMSLY.......................11 •AISI-5700-07/S2-2010 THROUGH NAIL FIN A.LYNN MILLER.P.E. P.E.#58705 TABLE 1; Glen Description Table WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: # I.G.:1/8"A Exterior Cap+7116"Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Interlayer 4 =ANNEALED T8"Lan inated I G.:118•T Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Interlayer 5 "H'=HEAT STRENGTHENED 9 7/8"Eminates I.G.:3/16"A Exterior Cap+3/8'Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Interlayer 6 "T'=TEMPERED p� p "PVB-_.090'PVB INTERLAYER 10 7/8"Laminated I.G.:3/16"T Exterior Cap+318"Air Space+5/16"Laminated;(2)Utes of 1/8'A Glass with.090"PVB Interlayer 6 "SG'=.090"SENTRYGLAS `COQ BOX OR 11 Laminated I.G.:1/8'T Exterior Cap+7/16"Air Space+7/18"(aminated;(2)Lites of 3/16'A Glass with.090"PV8 Interlayer 7 INTERLAYER EQUAL LEG 12 !'Laminated I.G.:3116"A Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Liles of 3116"A Glass with.090"PVB Interlayer 8 FLANGE LEG 13 1"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.090"PVB Interlayer 9 L5I-y 14 1"Laminated I.G.:3/16"A Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Utes of 3/16"A Glass with.090"SG Interlayer 10 J. 0 15 V Laminated I.G.:3116"T Exterior Cap+31W Air Space+7/16"Laminated;(2)Lites of 3116"A Glass with.090"SG Intertayer 11 'GLASS TYPES 14 THROUGH 16 1"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+7/18"Laminated;(2)Lites of 3116"H Glass with.090"SG Interlayer 12 17 MAY NOT BE USED WITH 17 1"Laminated I.G.:3116"T Exterior Cap+3/8•Air Space+7/16^Laminated;(2)Liles of 3/16'H Glass w th.090'SG Interlayer 13 J-CHANNEL OR INTEGRALFIN FRAMES. TABLE 2:ANCHORS INSTALLED THROUGH FRAME Min.Edge Min. ;EYON F HE MEADS TAL Group Anchor Substrate BEYOND THE METAL Q Distance EmbedmenC SUBSTRATE.FOR P.T.Southern Pine(SG=O 55) 1/16" STEEL STUDS,MIN J-CHANNEL INTEGRAL #10 SMSteel S ,A36' 3/8" 0.050" Fu=46 KSI. OQ FIN Q (steel,183 S.S. «410 S.S.) Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) "UNGROUTED CMU" A Aluminum,6063-T5" 3B" 0.050" VALUES MAY BE USED FOR GROUTED P.T.Southern Pine(SG=0.55) 7/16" 13/8" CMU APPLICATIONS. 0 0 3/16"steel Ultracon Concrete(min.2.85 ksi) 1" 13/8" Ungrouled CMU,(ASTM C-90) 2-1/2" 1-1/4" #12 SMS P.T.Southern Pine(SG=0.55) 9/16" 13/8" B (steel,183 S.S. Steel,A36' 3/8' 0.050" or 410 S.S.) Steel Stud,A653 Gr.33" 3/8" 0.0451"(18 Ga.) ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES Aluminum,6063-T5' 3/6" 0.063" BELOW). TAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 6-10. Concrete(min.2.85 kei) 1" 1314" LONG 1/4"steel Ultracon Un uted CMU, ASTM C-90 2-1/2" 1-114" 'r- OE LONG LONG SHORT gm ( ) Imo--SIDE SIDE SIDE F- 1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 1314' T r 7 Ti 114"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 13/8" . I w ¢W Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 09 I ¢ I 09 1/4"steel Cretellex P.T.Southern Pine(SG=0.55) 1" 13/8" I I D 114"steel P.T.Southem Pine(SG=0.55) 1" 13/8" 1 1 PRODUCT'REVISED Aggre-Gator Grouted CMU,(ASTM C-90) 2" 2" LONG LONG LONG LONG LONG c7 // as complying-fth dre Floriifa SIDE ft SIDE '-{ IF SIDE -"I SIDE l� SIDE --I O %' B,ulding Code 1/4"steel Ultrecon Concrete(min.2.85 ksl) 2-1/2" 13/4" - - r- - r--- 7 0- - OL ' Accepw ra"16-C �la•t2 1/4"steel CreteBex Concrete min.3.35 ksi 2-1/2"114"steel AggreGator Concrete(min.3.275 ksl) 1-1/2' 1318" 09I a�'I L o ¢` 0 9 mfp y x00 H y y N W jy 1',ti=i t Pr&xtTABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN L 1 Min.Edge Min. 3roup Anchor Substrate Distance ElmbedmeM" 2.112 x 1°1"Common Nail P.T.Southern Pme(SG-.55) 318" 2-7/18' 2-1/2'rSng shank Roang Nab P.T.Southern Pins(SG-.55) we" 2-7/18• P.T.Southern Pine(SG=.55) 1/2" 1-3/8• ,_`_ VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 M'.0 Tr usshead SMS Aluminum,8083-T5• 318" 0.050" sled,Z e «41'S.S.) Steel Stud,Gr.33' 3/8" 0.0451"(18 Go.) GLASS/ANCHORS/FRAME OPTIONS o m J ROSOWSKI Steel,A36' 3/8" 0.050" i P.T.Southern Pine(SG=.55) 9/18" 1.318' •MIN.OF 3 THREADS CERT.OF AUTH.#29296 #12 SMS Aluminum,6063-T5• 318" 0.063" BEYOND THE METAL (steel,18-8 S.S. SUBSTRATE.FOR 1070 TECHNOLOGY DRIVE i Steel Stud,Gr.33' 3/8" 0.050" e I «41es.s.) STEEL STUDS,MIN N.VENICE,FL 34275 " z MD-5520.0 �� A Steel,A36" 3/8" 0.050" Fu=IS KSI. 4 A.LYNN MILLER,P.E. I--------- .. (941}480-1800 PW-5520 ,K NTS 20F11 P.E.p56705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIPINTO CONCRETE/CMU. OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHORED THROUGH - EDGE DISTANCE 1/4"MAX. FRAME INTO 2X WOOD - L SHIM 1/4'MAX. FRAME OR BUCKSTRIP. _ Z 4 SHIM -SEE NOTE 2,THIS SHEET. EDGE EDGE • CQ EMBEDMENT DISTANCE 1� Q DISTANCE FLANGE FRAME \ SHOWN 1/4"MAX TVP.ANCHOR TYPE, , 1^THICK I.G.-- �\�`f,I EMB ANCHOR TYPE. ° I \`rYrl// "� EMBEDMENT ND 2 SHIM EMBEDMENT NDEDGE - ,-EDGE DISTANCE PER DISTANCE PER -- TYP.ANCHOR TYPE, SUBSTRATE, •• .,, .` 1 TABLE 2ASHEET 2. EMBEDMENT DISTANCE SEE TABLE 2,SHEET 2. J 6 a EDGE DISTCE PER — ALJ' SUBSTRATE,SEE 5 TABLE 2,SHEET 2. a CSO 718'THICK I.G. D FLANGE EXTERIOR VISIBLE LIGHT WIDTH ��-(1 FRAME NOTES: SHOWN �J LEGIBOX 7/8'THICK I.O. - ---- ------- BUCK WIDTH ------- FRAME 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS SHOWN LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL 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 BUCK VISIBLE 1/4"MAX. 1-112'THICK ARE TO BE CONSIDERED 1X LIGHT HEIGHT INSTALLATIONS.I WOOD BUCKS ARE OPTIONAL IF SHIM HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD #10 OR#12 STEEL 1/4"MAX.SHIM BUCKS DEPICTED AS 2X ARE 1-112"THICK OR SMS(135),SEE GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE TABLE 2,SHEET 2. 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 V THICK I.G. BEADING TO BEADING. I FLANGE EQUAL �J PRODUCT REVISED - dw Florfdm sSHOWNFRAME LFRAME B,y a„gt*,1 M 6 SHOWN N_p„ 'No o--- meq• TYP.ANCHOR TYPE, r.:tyinfi.n±?,rr w2b EXTERIOR Q EMBEDMENT ND OO EXTERIOR D EDGE DISTANCE PER C, I I } SUBSTRATE,SEE INSTALLATION V INSTALLATION EQUAL- TABLE 2,SHEET 2. OPTION 4 OPTION 4 LEG/BOX ANCHORED THROUGH ANCHORED THROUGH F ME SHOWN 114"MAX.SHIM FRAME INTO METAL FRAME INTO METAL T VINYL FIXED WINDOW NOA(LM&SM) S 9/9114 EMBEDMENT VISIBLE LIGHT FORMULAS ; FLANGE&EQUAL-LEG/BOX FRAMES 6m J ROSOWSKi I INSTALLATION WIDTH:BUCK WIDTH-4-3/15• ® 1 I OPTIGN 2 HEIGHT:BUCK HEIGHT-4-3/16" rc ANCHORED THROUGH EDGE DISTANCE CERT.OF AUTH.#29298 H FRAME DIRECTLY INTO 1070 TECHNOLOGY DRIVE CONCRETE/CMU. VERTICAL SECTION B-B N.VENICE,FL 34275 (941)-480-1600 PW-5520 NTS Y 3 OF 11 MD-5520.0 -2 A A LYNN EA 5870.5 P E INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 INSTALLATION OPTION 5 1/4"MAX.SHIM 1/4"MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN ANCHOREDTHROUGH EMBEDMENT — FRAME INTO 2X WOODF� EDGE DISTANCE T SEE NOTE 2,THIS SHEET. INTO 2X WOOD FRAME OR BUCKSTRIP. INTEGRAL FIN INTO 2X WOOD r EMBEDMENT + O FRAME OR BUCKSTRIP.SEE I I FRAME OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. II`\ NOTE 2,THIS SHEET. --- EDGE 1 �3)--� -- EDGE DISTANCE DISTANCE J-CHANNEL FRAME SHUV`RJ o EMBEDMENT V THICK I.O.-� I� C 1 t!4'MAX.SHIM TYP.ANCHOR TYPE, as EMBEDMENT AND TYP.ANCHOR TYPE, EDGE DISTANCE PER EMBEDMENT AND EDGE SUBSTRATE,SEE 8 DISTANCE PER SUBSTRATE. TABLE 2,SHEET 2. TVP.ANCHOR TYPE, j I SEE TABLE 3,SHEET 2. (SCREW SHOWN) - - --- �-- ------------- INTF NRAL EMBEDMENT AND EDGE �I IJ 5 (NAIL SHOWN) DISTANCE PER SUBSTRATE, [OD 7I8'THICK I.G. DA \-07 / \ O FRAME 3. J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH +'� — 7 7 SHOD SEE TABLE N SHEET 2. FRAME �J (NAIL SHOWN) 7/8"THICK I.G. NOTES: SHOWN 15 TH 1)USE ONLY SUBSTRATE-APPROPRIATE BUCK W D ANCHORS LISTED ON TABLES 283,SHEET 2. HORIZONTAL SECTION C-C FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. BE USED ON ANY SIDE OF THE WINDOW. M_AY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2 8 3 SHEET 2. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2.SHEET 2.ALL WOOD BUCKS LESS BUCK VISIBLE THAN 1.1/2"THICK ARE TO BE CONSIDERED 1X - HEIGHT LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1!4"MAX.SHIM X10 OR X12 STEEL MAX. WOOD BUCKS DEPICTED AS 2X ARE 1-1Q'THICK -- SMS(G5),SEE SHIM OR GREATER.1X AND 2X BUCKS(WHEN USED) TABLES 2.3 \� SHALL BE DESIGNED TO PROPERLY TRANSFER \ LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. Q 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO 1"THICK I.G. REFERRED TO AS DAYLIGHT OPENING)IS DQ Q MEASURED FROM BEADING TO BEADING. _ I(�� FIN AND/OR I I PRIIUUC'T REVISED U - — - FLANGE MAY BE U L:C'MlM7�„B M'NA MIEPWKIR UuilAln8 Cn4e �R•l2 REMOVED IN-FIELD � I At<ep�re Nn t6' O INTEGRAL FIN o EXTERIORL,-_, I r o P. ray' Oarc I�/� EXTERIOR TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN 0 D 11y 3 AND EDGE DISTANCE PER I,glyr,11adn pr ,41 SUBSTRATE,SEE TABLE 3,SHEET 2. INTEGRAL (SCREW SHOWN) INSTALLATION OPTION 7 INSTALLATION OPTION 8 FIN f� 1!4'MAX INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME. FLAME ) - INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL.SEE TABLE 2,SHEET 2. .1=N � SHIM I INSTnLLA'10_N OPTION 5 m DISTANCE VINYL FIXED WINDOW NOA(LMBSM) 0 9/9114 ANCHOR_DTHROUGH INTEGRAL FIN INTO 2X " J-CHANNEL 8 INTEGRAL FIN FRAMES em J ROSOWSKI WOOD FRAME OR _ VISIBLE LIGHT FORMULAS BUCKSTRIP.SEE NOTE 2, WIDTH:BUCK WIDTH•4-3118' ® ' THI-SHEET. EMBEDMENT HEIGHT:BUCK HEIGHT-4-3/16' CERT.OF AUTH.X29296 V 1070 TECHNOLOGY DRIVE VERTICAL SECTION D-D N.VENICE,FL 34275 PW-5520 N NTS - 4 OF 11 li z MD-5520.0 o-z A A.LYNN MILLER,P.E. (941)-480-1600 H P.E.N 58705 -.{ 7/B"NOM. j� �-I 7l8'NO7/8•NOM. 7/8"NOM. 5/16"AIA PVB I I 5/16"A/A PVB 5/16"A/A PVB I 5/16"A/A PVB 7/'16"AIR SPACE--- 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE PRODUcr REVISED 1/8"A GLASS— 1/8"T GLASS 3/16"A GLASS 3116"T_GLASS 0 1di g .d witll the Flaidn I`,wldrrrE code 1 EXTERIOR a EXTERIOR a EXTERIOR EXTERIOR f timl m Ra e �� Y. �__ �!p�,,80$3 M(1 1. GLASS TYPE 7 GLASS TYPE_8 GLASS TYPE 9 GLASS TYPE 10 JJJJ C c 1"NOM. yi �+- 1"NOM. �{ � i"NOM. y Q I I f W Y 7/'G"ACA PVB-----� 7/16"A/A PVB 7116"A/A PVB 7/16"A/ASG 7/16"AIR SPACE-- ^ 3/8"AIRSPACE 318"AIR SPACE 3/8"AIR SPACE }^ ,I3a 0 cli Ix Ln 118"T GLASS 3/16"_A GLASS 3/16"T GLASS--\ 3/16"A GLASS---� -1 p a EXTERIOR EXTERIOR EXTERIOR EXTERIOR z J O A-j u. J g N =o l L r N �3 80.83 80$3 80.83 LU H Z m O e�8 Axa GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z a z - - - z o 3 pQ as s Z J (� 11 NOM. i"NOM• 3 F z a W W Q a1ao5 7/1(s"A'A SG 7/16"H/H SG 7/16"H/H SG EXTERIOR O LL N _.._ Z v) 3/8"AIR SPACE 7/16"AIR SPACE 3/8"AIRSPACE ? 1n NDM.cLAss 3116"T GLASS 1/8"T GLASS- 3/16"T GLASS--\ 80$3 BITE TYP. j a ' \EXTERIOR a EXTERIOR a EXTERIOR 74 all,1 �sap sa„as -, 7 080"88 GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 78 III JII 1 GLAZING ")TES: GLASS TYPES 14 THROUGH • ”" •A"-ANNE PED 17 MAY NOT BE USED WITH •H•:HEAT S(RE WHENEC J-CHANNEL OR INTEGRAL TYP.GLAZING DETAIL I "T"=TEMPERED FIN FRAMES :PVB- PVB ,RYGLA5 "SG•=.096"SEN L—-- LYNN MILLER,P.E. P.E.q 68705 TABLE 4: Window Design Pressure,(+I-psQ Use this 1 1/8"A Cap-Airspace-5/16"A/A with PVB Ty WindowLong Side(In) TABLE DIMENSIONS MAY BE DhnaF.s„xtB 51.05 54 56 68 62 64 68 72 76 80 84 87 ORIENTED VERTICALLY OR t8 +/ +1-50 +/-50 +1-50 +1-50 +/-50 +1.50 +1.50 +1-50 +l-So +/-50 +/-50 HORIZONTALLY AS SHOWN. j --- - LONG _ CO +i•50 +/-50 +/-5C +/-SO +1.60 +/-60 +1.60 a/-50 +/-60 +/•SO +/-SO +l•50 pitODUCr RPV1SbD SIDE es complying wiM the}R,Li.3s +I-50 +;-50 +1-50 +1-50 +1-60 +1-60 4/-50 +/-60 +/50 +/-50 +1-50 LONG SIDE // e HuitAing Code I 'M +/50 +1-60 rJ-60 +/.SO +1-50 +/-50 +1-50 +1-50 +/-50 +/-60 +/-50 +1.60 Oe. \ / [� iat n +!- +150 a/-60 +/50 +1.60 +/-60 +/50 +/-50 +/50 +1-50 +f50 +/50 SHORT _ 26 +1.50 +1-50 +1-50 +/-60 +/•60 +/-50 +1-50 +/•50 +/-50 +/-50 +/-60 +/•50 SIDE �0 +1-50 +/50 +/-60 +/.S'0 +1-60 +/-60 +/-50 +1-60 +/•60 +1.50 +/-50 _ SHORT SIDE 32 +/50 +/•60 +1-60 +1.60 +1-60 +/50 +/50 +!•6o +1.50 a +/50 +/-50 +/-60 +1-50 +/-60 +/-60 +/-60 +1.60 +/-50 rn _ � i16 +1-50 +/-50 +/-50 +1.60 +/-50 +/-50 +/-60 +1.60 ��- LONG SIDE -+-{ 'a +/-60 +/-50 +/-60 +/50 +/-60 +/-50 +/50 40 +1.50 +1-50 +/50 +/-50 +l50 +/•60 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SHORT b' LONG 42 +150 +/-50 +1-60 +1-50 +1-60 THROWHTHEFMME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 SIDE �/ SIDE 44 +1-50 +/-50 +l•50 +/-50 `` LLI Y Q APPUESTOA,B,CORDANCHORS APPLIES TO EOR F ANCHORS L ] .- U) 46 +1.60 +/-50 i/•50 (SEE TABLE 2) (SEE TABLE 3) 3. 48 i1-50 +1-30 0 O o 15" 4" 0 co Ci 6'.05 +/-60 _ SHORT I- Q04 In al"c �.I SIDE Imo- O J N J p ,tQ 6 Z LL to LL coco TABLE 5: W Z O� m Window Design Pressure,(+/-pst) Use N was 1- w CD O 06 OMO "t Glass 1/8"T Cap-Airspace-5/16"A/A with PVB TYPa: 8 o z a z A a U) W Indow Long Side(In) v LL O U, O Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 Z Q m 32 +1.50 +/50 +1-50 +/-50 +/LO +1-50 +/•50 +ILO +1-50 +/-b0 +1-50 +ILO +l50 Lu 34 alLO +l50 +150 +/50 +ILO +/-60 +1-60 +/-60 +/•50 +/-50 +/50 +1.47.3 +/•46.7 9 a a: 36 +ILO +150 +150 +150 +/L0 +/-50 +f•50 +/L0 +/-50 +/50 +1-47.5 +145.4 +1.44.6 Z 38 +/-60 +f50 +1.50 +/50 +/•60 +/-50 +150 +ILO +/-50 +/-49.1 +/-46.1 +/43.9 = 3 LU LU Z A +ILO _+l-00 +150 +/50 +/LO +1-60 +1L0 +/LO +1•60 +/-6.2 +1.46.1 Q W CL CL a�ax -- - 0 x_ Z c III 2 41-50 +1-50 +/-60 +150 +/LO +1•60 +1-60 +ILO +149.8 +/47.4 Z ,� +4 +130 +/-60 +/-50 +150 +/LO +1-50 ow +ILO +/48.9 Z +/50_ +;-w +f•60 +/50 +/LO +/-50 +/50 +1-49.9 N • 18 +ILO +150 +1•50 +/50 +/LO +/•6o +/50 apg '�sao sa;�aS 30-- +i50 +/50 +1-50 +150 +/-50 +l•50 - MAX. C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 1 52 +/•60 - +/-60 +/-50 +1-60 +/50 +/.53 +/-60 +1.60 +150 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 i4 NOTES: I APPLIES TOA,B,COR D ANCHORS APPLIES TO E OR F ANCHORS 1)BUCK DIMENSIONS SHOWN. +/LO +1-50 +/-60 (SEE TABLE 2) (SEE TABLE 3) iB '4L0 +/•F0 IS 3.5"FOR E ANCHORS,4'FOR F ANCHORS 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. - 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), a FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLES)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. ( A.LYNN MILLER.P.E. L.� Y- P.E.%58705 4 +era w Jai M1M•a'w►ery. ,.� M .r .. _. � - -_ - � � cw ti. x i' a0 _ , f.. N �, ��_ r-.,,A.y�. 'R"61Fop'+"+F'tit �a+�e ':fe+�+»+e'. ss+Y r �►- - - _ — - , �1�Y 1111'15 ft IY '�ifi I I1 TABLES—B=--. --�� - ---- -. Window Design Pressure,(+/-psQ use R,s lain _3116"ACap-Airsace-5/16"A/Awith PVB f'(4.55 9g10 -- ---- -- ---- Types: 3/16"T Ca -Airspace-5116"A/A with PVB TABLE DIMENSIONS MAYBE I W'c ow Long Side(in) ORIENTED VERTICALLY OR Dimensions 60.926 64 66 68 70 74 77 60 84 87 92 97 99 HORIZONTALLY AS SHOWN 32 +1.60 +I-SO +1-50 +/-50 +1.50 +1.60 +/b0 +1-50 +/-50 +/•50 +/-SO +/-50 +IbO LONG Pit ODUCEREVISED SIDE as cemlrlying wM en Flows 34 +/-60 +140 +/-60 +/-6() +1-60 +1.60 +/b0 +/-60 +/-50 +/-50 +1.50 +l-W +/b0 �— LONG SIDE HuildieE Code Accepl.-e No ifv-O i 3e +Ibo 41.50 +/-50 +r-60 +r•60 +l-60 +1b0 +/-so +/-so +r-60 +l-so +/-SO +/bo 2 38 +/b0 0-50 +/-50 +1.60 +/-60 +/-6D +/b0 +/-50 +/-60 +/-50 +/-SO +1-50 Ctp�slwm Daae I 40 +/b0 +ASO +/-60 +/-60 +/-50 +l-L0 +/SO +/-50 +1-50 +/-60 +/-50 SHORT \ \ Mi SIDE By ii tc Prrtd�dt C 42 +/-W +/-50 +/-% +/-60 +/-50 +1-60 +/b0 +/-50 +/-60 +/-60 SHORT - SIDE 44 +/bp +/-50 +l-5D +/-60 +/-50 +l-60 +/b0 +/-50 +/-50 a 46 +/{0 +/-50 +/-60 +1-50 +/-50 +/-50 +/b0 +/-50 n 48 +/b0 +/-50 +/-60 +/-60 +1.60 +/-60 +/b0 .— LONG SIDE —� 60 +/b0 +/-50 +/-50 N•50 +1-60 +l-50 n 62 +1b0 +1-50 4/-60 +/-60 +/-60 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING T THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 SHORT LONG 64 +L60 +1.50 . +/-SO +/-50E 56 +1b0 +l-50 +/-50 APPLIES TO A,8,C OR DANCHORS APPLIES TO E OR F ANCHORS SIDE �� SIDE ' (SEE TABLE 2) (SEE TABLE 3) i uJ U) a +/b0' -� 1S 3.5"FOR E ANCHORS,4'FOR F ANCHORS 1— >Q, p� Baa 60.926 +/b0 O LID W N a150 O N _ I SHORT _ O M v�7 �t SIDE I� rn g p d TABLE T. _ Z u- LA LL R Window Design Pressure,(+I-psi use Uus ut Ia —to V U x_ o � 1,a 118"TCap-Airspace-7116"A/A with PVB Type F W m 0 'T 0 9Ma Window Long Side On) > O O 2 ol m Dimensions 60.926 64 66 68 70 74 77 8o 84 87 92 97 99 Z d Z 32• +170 -+1-70 +1.70 +1-70 +/70 0-70 +/-70--- +/-70 +1.70 +/-70 +/-70 +1-70 +I-70 v ILL O W O Olt _ 34 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 Z Q � 36 +1-70 +1.70 +1-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1.70 +/-70 +1.70 +/-700 IL UU ��p+ ;aays 38 +1.70 ..+/-70 - 4/.70. +/-70 +1.70 +1-70 +1-70 +/-70 +1-70 +/-70 +/-70 +1-70 ® "" Z X co 40 +1.70 +1-70 _ +1-70 +/-70 +/-70 +/•70 +/-70 +/-70 +1-70 W-70 +/-70 = 3: U) F- € 42 +170 +/-70 +/-70 +/-70 +1-70 W-70 +/-70 +1-70 +1.70 +/-70 a w alo5 0 44 +1.70 +1-70 +/-79 +/•70 +1-70 +1-70 +1-70 +I-70 +1-70 wX 0- p O Fn46 +/-70 +/-70' +/-70 +/-70 +1.70 41.70 +1-70 +1.70 -j -j Z to N 48 +/.70 +/-70 +/-70 +/-70 +1-70 +1.70 +1-70 ~ O 50 +1.70 +/-70 +1-70 +/-70 +/-70 +1.70 U > LU W a 52 +/-70 W-70 +1-70 W-70 +1-70 MAIL O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 384 THROUGH THE INTEGRAL FIN PER SHEET 54 +/•70 +00 +/-70 4/-70 - +/-70 +/•7D +1.70 APPLIES TO B,COR DANCNORS APPLIES TOFANCHORS 56 68 W-70 +1-70 (SEE TABLE 2) (SEE TABLE 3) NOTES: 15.5• 4" 1)BUCK DIMENSIONS SHOWN. 80.928 +/-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), -F9 FIND THE SMALLEST SOUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. I A.LYNN MILLER,P.E. _ _ P.E.46872! TABLE 8: Window Design Pressure,(+I-pso ke for Glassass a 12 3/16"A Cap-Airspace-7/16"AIA with PVB Types: Window Long Side(in) Dimensions 69.649 71 73 75 78 80 85 B6 89 92 96 gg TABLE DIMENSIONS MAY BE _ ORIENTED VERTICALLY OR 32 +/•70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 HORIZONTALLY AS SHOWN. 34 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +l-70 +/-70 +l-70 +/-70 +/-70 +/-70 LONG rRODUCT REVISED 36 +/-70 +1-70 +/-70 +/-70 +1•70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/-70 SIDE nsc-plymswithOwfkrkb F~ LONG SIDE 9uildi6yl Cale 38 +1-70 +/-70 +/-70 +/-70 +1•70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 .tcccpi.nmNulfp-O(o �.i/L I�.pirolin Q ` 40 +/-70 +/-70 +/-70 +/-70 .+1-70 +/-70 +/-70 +/-70 +/-70 +/•70 + - 7 42 +/-70 +/•70 +/-70 +/-70 +!•70 +/-70 +/•70 +/-70 +/•70 +/-70 +/-69.-69.5 +/-W. SHORT OrNe �6.7 DI' _ - SIDE S M, 'i ndt Pr*&rt{ra 44 +1-70 +1.70 +/•70 +1-70 +/•70 +/-70 +/-70 +/•70 +/-70 +/-69.9 +1-66.4 +/-63.7 + SHORT 46 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +J-70 +/-70 +/-69.9 +/-67.4 +1-6&9 +f-61.7 .L --- SIDE m, 48 +/-70 +/•70 +/-70 +/•70 +/-70 +1-70 +1-70 +/•70 +/-67.8 +/-66.3 +1-61.9 +f-59.7 ' 50 +l-70 +!•70 +/-70 +1-70 +/-70 +/-70 +1-89.5 +/-66.6 +/-66.9 +1•83.4 +/-69.9 �. N �- -� L 62 +1-70 +/-70 +/-70 +/-70 +/•70 +1-70 +1.67.8 +/-66.9 +/-64.2 +1-0LONG SIDE1.6 z rn 54 +/-70 +/-70 +/-70 +/-70 +1.70 +/-70 +/•66.2 +/-65.3 +I-Sz5 56 +1.70 +/-70 +/-70 +/-70 +/-70 +/-69.2 1 +/{4.7 +/-63.8 SHORT LONG 57 +/-70 +/-70 +/-70 +/-70 +/49.8 +/-68.1 +/-64 SIDE 1,"I", SIDE Q Y 80 +/-70 +/.70 +/-70 +/-69.7 +/.67 +/-65.3 j 62 +1-70 +1.70 +/{9.9 +/-67.9 +1-66.2 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING W3 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 0 N O 64 +l•70 +/-70 +J-68.3 +1-66.3 O APPLIES TO B,C OR D ANCHORS APPLIESTO F ANCHORS N 66 +/-69.9 +/-68.9 +1-66.7 O N N `0 (SEE TABLE 2) (SEE TABLE 31 SHORT I- O M a ' u) 4" J 15.5- O 68 +118.4 +l-67.4 SIDE J N B O 69.649 +/-67.1 Z I.L. u6 I.L. Mo'a Z Ljy - _ TABLE 9: U U O f a0oH Window Design Pressure,(+l-psp use a G� > CO 0 .6 ama 3/16"T Cap-Airspace-7116"AIA with PVB type lass 13 z .z a Window Long Side(in) O O Dimensions 69.649 71 73 75 78 80 95 a6 89 92 96 99 Zoo H 32 +1-70 +/-70 +/-70 +!•70 +I.70 +1-70 +/-70 +J•70 +/-70 .+/-70 +l-70 +1.70 9 O W ;-S 34 +/-70 +/-70 +/-70 +/-70 +/•70 +J-70 +/•70 +/-7o +/-70 +/-70 +/-70 +1-70 ® Z j co 36 +670 +/-70 +/-70 +/-70 +/-70 +/-70 +1.70 +1-70 +00 +/-70 +1-70 +1-70 = 1n I- 38 +/-70 +/-70 +1•70 +/-70 +1-70 +/•70 +/•70 +/-70 +/-70 +/-70 +!•70 +/•70 W Wo: ",�s i 40 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/•70 +/-70 +1•70 +1-70 +/•70 p X a o 42 +/-70 +1-70 +1-70 +1-70 +1-70 +/-70 +1-70 +/-70 +1-70 +/•70 +/-70 +/-70 ILL z In 44+/-70 +/-70 +1-70 +/-70 +/-70 +/-70 M•70 +/•70 +/-70 +/-70 +/-70 +!•70 >- to 46 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/•70 +/-70 +/-70 +1-70 +1.70 +1.68.6 > p OL r 49 +/-70 +1-70 +/-70 +1-70 +1.70 +/-70 +/-70 +/-70 +/-70 '+1-70 +/-68.8 +/-66.3 o;lll �serl s.yns 0 50 +1-70 +l-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +l-70 +/+66.6 w 32 +/-70 +/-70 +/-70 +/-70 +I-70 +1-70 +/-70 +/-7D +/•70 +1-8.8 54 +/-7D +/-70 +/-70 +/-70 +1.70 +1-70 +1.70 +1-70 W-69.5 NOTES: 1)BUCK DIMENSIONS SHOWN. 56 .1.70 +670 +670 +/-70 +670 +/-70 +670 +/-70 57 +1.70 +1.70 +1.70 +/-70 +1-70 +/-70 +1.70 2)FOR SIZES NOT SHOWN,ROUND UP N THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 60 +1-70 +/-70 +/-70 +/-70 +1.70 +/•70 6 �� 62 +670 +/•70 +/-70 +/-70 +/-70 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2). 64 +670 +/•70 +!-TO +/-70 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN APPLIES TO B,CORDANCHORS APPLIES TOF ANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL 66 +/-70 +/•70 +1-70 WINDOW WILL COMPLETELY FIT WITHIN. 63 +1-70 +1-70 (SEE TABLE 21 (SEE TABLE 3) 69.649 +!•70 A.LYNN MILLER,P.E. P.E.#58705 TABLE 10: ( Window Design Pressure,(+/-psn use this lade for Glass14 3/16"A Cap-Aimpace-7116"A/A with SG Type:L I window Long Side(In) Dlmensbna 69.649 71 73 76 78 80 85 86 88 92 96 gg TABLE DIMENSIONS MAY RE ORIENTED VERTICALLY OR 32 +9&-110 +801-110 +801.110 +801-110 +80/•110 +801-110 +601.110 +B&-110 +80/•110 +80/-110 +80!•110 +80/-110 HORIZONTALLY AS SHOWN. 34 +801.110 +80/-110 +BO/-110 +801-110 +801-110 +80/410 +801-110 +8&-110 +80/-110 +80/-109.4 +80/-108.3 +801-107.6 LONG lxonucr RevlseD 36 +801-110 +80/-110 +80/•110 +901-110 +80/•109.5 +801•108.6 +80/-106.6 +801.108.5 +80%105.5 +80/-104.7 +80/-103.6 +801-102.9 SIDE c, i°8 N'iL61he Florida 36 +601.109.7 +80/-108.9 +60/-107.8 +80/•106.8 +80/-105.5 +80/•104.6 +801-102.7 +B0/-102.4 +801-101.4 +80/-100.5 +80/-99.4 +801-96.7 �- LONG SIDE .Tl pl Code n,rptanae Nn ,i 7 10 +80/-106.3 +8&-108.5 +801-104.4 +80/-103.3 +80/-101.9 +801-101 +80/-99.1 +801-98.7 +80/•97.7 +9&-96.8 +80/-96.7 +90/-95 � �\\ r:xlnml.m[L rc 1 n//f✓SnL1•J• 42 +801-103.3 +604102.5 +801.101.3 +80/-100.2 +801-98.8 +90/•97.9 +80(-95.8 +801-95.5 +80/•94.5 +BW-93.5 +80/•92.4 +80/-90.7 SHORT SIDE F.fi:an: IVvdncl 44 +80/-100.7 +80/•99.8 +80/-98.6 +BO!-97.5 +60/•96 +801.95 +80/-92.9 +90/-92.6 +801-91.6 +8&-90.4 +801.87.1 +801.84.7 \ I SHORT I_ 46 +90/-98.4 +80/-97.5 +801-96,2 +80/-95 +80/•93.4 +80/-92.5 +WI-90.3 +90/-89.9 +80/-98.1 +801-86.5 +80/-83.1 +80/-81.6 - ~i SIDE r� c c 48 +80/-96.3 +BD/-95.4 +801-94.1 +8&-929 +80/•91.2 +80/-90.2 +9&-09 +901-07.6 +80/-84.6 +801-82.6 +90/-80.2 +/-78.6 50 +901-94.6 +801-93.6 +90f-92.2 +801-90.9 +80/-89.2 +801-88.2 +901.85.4 +801-84.5 +80(-82.4 +6&-80.2 +/-77.6 ---777--- rn 52 +80/-93 +801•92 +801-90.5 +80/-69.2 +801.87.4 +80I-86.4 +601-83.3 +801.825 +80/-90.2 +/-78 LONG SIDE y 64 +80/-91.7 +80/•90.6 +801-89.1 +801-87.7 +93/-85.8 +80/•84.7 +60/-01.3 +90/-90.4 +/-76.1 T- 56 , 56 +a0/-90.5 +90/-89.4 +BD/-87.8 +801-86.4 +801-84.4 +901-03.2 +/-79.3 +/-78.5 SHORT LONE 57 +8&-90 +80I-96.8 +80/-87.2 +80/-85.8 +80/-83.4 +801-82 +/-78.4 SIDE � � SIDE Q 6o +Bol-87.2 +9&-86 +901-84 +90/-825 +90/-ao.1 +/-79.8 ul 62 +90/-84.6 +80/-83.8 +80/-02.1 +801-80.4 +/-79 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 01 3 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 c p 64 +801-82.9 +BW-02 +801-80.1 +/-78,4 O APPUES TO B,C OR D ANCHORS - 66 +801-01.1 +80/-80.1 +/-78.3 (SEE TABLE 2) NOT APPLICABLE GLASS TYPES 147HRl7UGH SHORT O,�j cli a Be +/-79.3 +1-78.4 ' SIDE 13.2` 17 MAY NOT BE USED WITH �J R j 69.649 +1-77.7 J-CHANNEL OR INTEGRAL Z LL N LL rp -- TABLE 11_ a FIN FRAMES. U u X N CO Window Design Pressure,(+!-psi usewstede FW m0 `� (0 Ivo for Glass 3116"T Cap-Airspace-7116"A/A with SG Type c 00 Q Lon Side m z C-Z to Windxv 9 ( ) Q w LL Dimensions 77,76 79 81 83 86 87 91 94 96 99 104 107 111 Z ED O 8:58 +801-110 +BW-110 +801-110 +8W-110 +801-110 +6-110 +801-110 +80/-110 +80/-110 +801-110 +8&-110 +8&-110 +801.110 ALLOWABLE MAX.O.C.SPACING IF FQ- 40 +80/•110 +801-110 +8W-110 +W-110 +80/-110 +801.109.9 +801.108.6 +801-107.6 +801-108,9 +801-106.1 +801-104.8 +80/•104.1 +8W-103.3 ANCHOR GROUPS ANCHORING THROUGH 9 0 W 1°°vs PER SHEET THE FRAME PER SHEET n c') 42 +80/•110 +80(-109.8 +80(-106.8 +801-107.9 +8&-108.7 +801.106.3 +B/-104.8 +8W-103.8 +80/-1012 +80/-100.8 +80/-97.7 +801-98.4 +80134.8 8,C OR D 13.2" to Z 44 +801.107.3 +8W-1 801 08.7 + .105.7 +801.104.7 +BW-103.4 +B&-103 +80/•101.4 +BW-98.8 +80136.7 +8W-94.1 +80(-91.4 +BW90.3 +801.89.2 O W 48 +80/•102 +BW-101.3 +6-100.3 +801-99.2 +60(37.3 +8&-98,2 +8&•92.5 +8&•90.4 +801-89.2 +B0(-87.3 +80(-84.4 +80(-827 +801.80.6 c W K x CL 60 +8&-99.8 +8&38.1 +BW-98 +a0/-96.9 +W-03.9 +8-93.1 +80(.89.9 +8&-87.7 +801.88.2 +80(-84.3 +80!-81.1 +/-79.3 +/-77 Li z N 61 +8&-98.8 +80(-96 +BW-96.9 +8&-95.8 +80/32.8 +801.92 +1101.88,7 +BO/-88.4 1 +80/45 +8&-828 +/-79.8 +1-77.7 +/-75.3 w } I� 64 +80(-98.1 +80136.3 +BW-94 +8W-92.1 +8&-89.4 +8-88.5 +8W.85.1 +80/•827 +80(81.1 +/-78.9 +/-75.3 +/-73.2 +/-70.6 Og Lu a- 56 56 +M-94 + .2 +8W-91 80( .6 + 90.1 +80/$7.2 +8W-88.3 +8W-82 8-80, 8 + 2 +/-78.6 +/-76.3 +/-726 +/-70.5 8&3L3 58 +801.91.4 +80/30.8 +BW-89 +80(-87.5 +80/-85,1 +8-84.2 +8W-80.8 +/-78 +/•78.3 +/-73.8 +/-70.2 i co 61 +801-87.8 +801-87 +801.86.3 +801.83.8 +801-81.2 +801.80,5 +/-77.3 +/-74.6 +/•728 +/-70.4 163 +8&-85.6 +80/-84.6 +80I-828 +8&-81.1 +/•78.8 +/-78 +/-74.8 +/-723 +1-70.6 NOTES: 64 +801-84.4 +80(-83.6 +B&-81.7 +/-60 +/-77,6 +/-76.6 +/-73.6 +/-71.2 1)BUCK DIMENSIONS SHOWN. 66 +8&-82.2 +aW-81.2 +/-79.4 +/-77.6 +1.75 +/-74.2 +/-71 1 2)FOR SIZES NOT SHOWN,ROUND UP TO THE 68 *60 +/-79.1 +1.77.2 +1.75.4 +/-72.7 +/-71.9 NEXT AVAILABLE SHORT OR LONG DIMENSION. Z_ MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3) 70 +/-78 +/-77.1 +1.75 +/•73.2 +/-70.5 FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 6 7MROWMTHEFRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET FIND THE SMALLEST SQUARE WINDOW SIZE IN 72 +/-78 +/-76 +/•73 +/-71.1 APPLIES TO B,C OR D ANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL 74 +/-74.1 +/-73 +/-71 (SEE TABLE 2) NOTAPPLICABLE WINDOW WILL COMPLETELY FIT WITHIN. 76 +/-722 +/•71.1 13.2• 77.76 +/-70.6 A.LYNN MILLER,P.E. PE.0 58705 TABLE 12: _.. _ _ _ _ Window Design Pressure,(+l-psQ use Ins lase TABLE DIMENSIONS BE "'Glass 18 ORIENTED VERTICALLY OR 1/8"T Cap-Airspace-7/16"WH with SG Type HORIZONTALLY AS SHOWN. Window Long Side(in) LONG Dimensions 60.926 64 66 1 68 70 74 77 80 84 87 92 97 99 SIDE LONG SIDE 32 +BOI-110 +801•110 +901-110 +801-110 +80/-110 +80!•110 +80/-110 +80/-110 +80!•110 +801.110 +801-110 +801.110 +80I-110 34 +80/-110 +801-110 +801-110 +801-110 +801.110 +801-110 +801.110 +804110 +80/-110 +801-110 +801-110 +80/-110 +801-110PRODUCT REVISED SHORT \- os oempiy,rrlf with dr Florida 36 +80/-110 +801.110 +80/-110 +801-110 +801.110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 SIDE Cods 3B +801-110 +801.110 +80/-110 +80/-110 +80/.110 +80/-110 +=-11 10 +801-110 ♦Ba-110 +801-110 +801-110 +80/•110 A,:epanurr+nt -O1� .12 SHORT I_ F-xptnl f>rte /jD� 40 +801-110 +801-110 +801-110 +80/-110 +Ba-110 +801-110 +80/-110 +8x•110 +801.110 +801-110 +8x-110 SIDE I� 42 +801-110 +80/.110 +801.110 +801.110 +801-11D +80/-110 +80/-110 +111 +801-110 +80/-110 ° c h",'.»mi ode PrnJtxt cl."n# �' 44 +60/-110 +80/•110 +801-110 +801-110 +801-110 +80/•110 +801-110 +801-110 +8x•110 w 46 +BO/-110 +801-110 +801-110 +Bol-110 +8x•110 +8°1.110 +801-110 +801-110 �- LONG SIDE -� t 48 +801-110 +80/-110 +801-110 +801-110 +801-110 +8x•110 +801-110 In 50 +801-110 +801.110 +801•110 +80/-110 +801-110 +80/-110 SHORT LONG MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SIDE SIDE R Sz +BO1-110 +ea-110 +601-110 +eD/-110 +s0/-110 ,` 64 +801-110 +801.110 +801•110 +80/-110 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 56 +80/•110 +80/-110 +801-110 APPLIES TO B,C OR D ANCHORS 5B +80/-110 +801-110 (SEE TABLE 2) NOT APPLICABLE W Y Q 60.926 +80/-110 ILlr GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH _ I SHORT I_ F,Na 0 Ada J-CHANNEL OR INTEGRAL �I I'� TABLE 13: FIN FRAMES. SIDE a atop p o N o- INfi Window Design Pressure,(N-pan 17 3116"TCap-Alrspace-7116"HIH with SG Use In"0",for Type 17 Z LL ass 0 N LL e'0 =Uj Window Long Side(in) 0(.) x N o Dimensions 77.76 79 81 83 86 87 91 1 94 96 99 104 107 111 118 120 125 136 144 F LZU m 0 �j U) O;00 wa 36 +801.110 +80/-110 +80/-110 +801.110 +80/-110 +80/-110 +801-110 +801-110 +801.110 +80/-110 +801-110 +8°%110 +801-110 +80%110 +801-110 +80/-11° +801410 +801-110 > p YO 2 W 40 +80/-110 +801-110 +80/•110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801.110 +80/-110 +8x•110 +80/•110 +80/-110 +80%110 +80/-11D +801-110 +801.110 +Bx-110 2 O.Z to '- 42 +90/•110 +801.110 +801-110 +801-110 +901-110 +801-110 +80/•110 +60/.110 +801-110 +80/-110 +8x•110 +801-110 +801-110 +801-110 +601.110 +8o/-110 +somio +801-110 v O -j O 44 +801-110 +801-110 +80/-110 +801-110 +80/-110 +8x•110 +s0/-110 +80/-110 +801-110 +801-110 +80/410 +801-110 +801-110 +80/-110 +601-110 +801-110 +801410 � 48 +80/-110 +80/-110 +801-110 +8x•110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/.110 +8x-110 +80/•110 +80/-110 +80/•110 +801.110 +80/-110 9 O W l3 5o +90/-110 +801-110 +801-110 +801-110 +80/•110 +80/-110 +80/110 +sW-110 +801-110 +80/-110 +8x-110 +801-110 +80/-110 +801-110 +801-110 Z 51 +801.110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +8x-110 +80/•110 +801.110 +801-110 +801.110 +8°%110 ® € y Z 54 +801.110 +801-110 +801.110 +801.110 +601-110 +801-110 +aa-110 +601.110 +80/-110 +80a1m +9x•110 +80/-110 +Bot-110 Q W UJ ,lo,t 56 +601-110 +80/-110 +601-110 +801-110 +90/•110 +90/•110 +80/•110 +801•110 +80/-110 +80/-110 +fix-110 +801-110 LLo X d &I 58 +801.110 +80/-110 +901-110 +801-110 +801-110 +801-110 +801.110 +801-110 +80/-110 +601.110 +ex-110 LL Z to = 61 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 WWi z y rn 83 +801.110 +80/-110 +801-110 +801.110 +801-110 +80/-110 +80/-110 +8x-110 +80/-110 j 11- 64 +90/-110 +601-110 +80/-11° +801-110 +801-110 +80/-110 +90/-110 +801-110 dn'1 =sd0 sd9ds 66 +60/-110 +801.110 +601.110 +801-110 +80/-110 +fix-110 +80/•110 68 +801-110 +801-110 +80/-110 +801-110 +801-110 +801.110 70 +801-110 +601-110 +8x-110 +801-110 +80/-110 72 +80/-110 +60/-110 +fix-110 +80f-1 10 74 +80/110 +801-110 +81Y-110 76 +60/-110 +801-110 / 77.76 +80/410 NOTES 1)BUCK DIMENSIONS SHOWN. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2).FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLES)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN, A.LYNN MILLER,P.E. - P.E.R 58705 9.500" 3.500' 3.500" ► +--- 3.500' --.. ► 062• �� ..062" .062• .062 " .355" 5) �.060•""" _ / I 0J ANCHOR COVER 1.483' 1483" 1.483" 1.483' i 884" Imo` 301' .825" .625" Q 1.375" (D J-CHANNEL FRAME 2O FLANGE FRAME 1.375' O INTEGRAL FIN FRAME EQUAL LEG/BOX FRAME L C6)7l8'BEAD ALUMINUM SILICONE HOT-MELT BUM REINFORCEMENT POLYISO- DESICCANT FILL AREA .864" STRUCTURAL BUTYLENE 5/16"NOM. .175" SILICONE 5/16"NOM. SEAL 71. STRUCTURAL il4'NOM. FOAM 3116"NOM. —SILICONE SEAL POLYISOBUMEN WITH BUM T ROLL-FORMED WITH DESICCANT DESICCANT DESICCANT STAINLESS STEEL FOAMD EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS INT.GLASS INT.GLASS INT.GLASS -INT.GLASS MITERED CORNERS WITH KODISPACE SUPER DURASEALO c XL EDGE m �EXTERORNND 4SG TPS a1 SPACER®NXT'" SPACER vSPACER I r WELDS --._ TABLE 14: # Part# Description Material 1 620117 J-channel Frame PVC 2 620118 Flange Frame PVC 3 620119 Integral Fin Frame PVC 4 620120 Equal Leg/Box Frame PVC wR pq nq Eith w as compl}�ng wish die Fla-ids 5 5 620133 Anchor Cover PVC Dw 4ine.C.4 /1 Anr{1lnoce No iG_O�q•1 L FRAME 6 720136 7/8"Glazing Bead PVC t ro„r rwrc ASSEMBLY DETAILS 7 7 1 720135 1”Glazing Bead PVC 74 lBackbedding,GE 7700 or Dow 791 Silicone nrgn rlelkPotielr 78 71646N ISefting Block(7/8"x 1"x 1/8"),85+/-5 dura. EPDM 1 EXTERIOR �� pN�..-.NN No.58705 ••� NOTES: - 1)SOME PARTS NOT SHOWN FOR VINYL FIXED WINDOW NOA(LM&SM) 9/9/14 //��,�••, *— Pa,t# Description I Material CLARITY. 2)J-CHANNEL FRAME SHOWN,PART BOM&ASSEMBLY 'a JROSOWSKI =�0'. ST / ••�/�� 80 Kcrrir lefhDg 4SG TFS Spacer System #1.OTHER FRAME TYPES APPLY. �' o T� F ° See this 3)ITEMS#8-73,75-77879 ARE NOT a �ORIDP,.•' ® �i S •'•........ 81 Quenex Super Spacer nXi with Hot Melt Butyl USED AND ARE NOT PART OF THIS 'JR-05/05/16-ADDED SPACERS �� S/ r1G�1� I Sheet for APPROVAL. CERT.OFAVTH.#28298 '�7'ONAL E�11v 82 auarsx Duraseal Spacer Materials 4)ROYAL PVC TO BE LABELED FOR 1070 TECHNOLOGY DRIVE E '1111111111 93 Cardinal XL Edge Spacer AAMA EXTRUDER CODE. 1 VENICE, O OGY HEFERFNCE TES REPORTS:FTL-8717,6968 .7 (941)-480-1600 PW-5520 ° NTS $ 11 OF 11 X z° MD-5520.0 z-° A A.LYN34275 N MILLER.P.E. vi P.E.M 58705